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BATCH - Supplemental - 1675 Shelburne Road
CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 June 19, 2001 David G. White David G. White Associates, Inc. 168 Battery Street P.O. Box 1007 Burlington, VT 05402-1007 Re: Preliminary Plat Application, 1675 Shelburne Road Dear Mr. White: Enclosed please find a copy of the minutes and Finding of Facts of the Development Review Board meeting on May 15, 2001 (effective date June 12, 2001). Please note the conditions of approval, including that a final plat application be submitted within 12 months or this approval will be null and void. If you have any questions, please give me a call. Sincerely, Sarah MacCallum Associate Planner Enclosure • Consulting Hydrogeologists • Engineers 17N Hehidel cued Noyes • Environmental Scientists P.O. Box 64709 Burlington, Vermont 05406-4709 802-658-0820 Fax 802-860-1014 February 10, 2003 Mr. Ray Belair City of South Burlington Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 RE. Bartlett Brook Hydrologic Modeling for Proposed Shearer Chevrolet Expansion Dear Mr. Belair: The attached report presents the results of our hydrologic evaluation of the proposed Shearer Chevrolet Expansion at Shelburne and Bartlett Bay Roads in South Burlington. This report replaces a previous one (dated September 24, 2001), and incorporates revised drainage information provided by Krebs and Lansing on January 28, 2003. Our analysis shows that the proposed detention basin shown on the site plans will significantly reduce peak flows leaving the site. However, even with the decrease in flows leaving the site, there is a minor increase in peak flows downstream. This minor increase is related to the timing of flows in the watershed; flow from the Shearer site is delayed by the detention basin and ends up coinciding with peak flows arriving from upstream. For reasons detailed in the report, we do not believe the predicted downstream increase in peak flow is significant. Given the insignificant predicted increase in peak flows, constraints imposed by the State stormwater guidelines, and other tangible benefits the stormwater basin provides, we recommend the City approve the stormwater aspects of the proposed project with no modifications. Please contact me at 802-658-0820 ext 33 or matt -city com if you have any questions. Sincerely, Matthew Murawski Hydrologist cc: Scott Homsted, K&L U:\PROJECTS\BartlettBrk\KLShearer\K&L-Shearer BB Report(February 2003) doc SHEARER CHEVROLET EXPANSION South Burlington, Vermont BARTLETT BROOK WATERSHED ANALYSIS February 10, 2003 HEINDEL AND NOYES Consulting Hydrogeologists, Engineers and Environmental Scientists • Consulting Hydrogeologists • Engineers H N Heindel cmd Noyes • Environmental Scientists PO Box 64709 Burlington, Vermont 05406-4709 802-658-0820 1 Fax 802-860-1014 SHEARER CHEVROLET EXPANSION South Burlington, Vermont BARTLETT BROOK WATERSHED ANALYSIS Prepared for: Krebs and Lansing, Inc Prepared by: Heindel & Noyes February 10, 2003 • Consulting Hydrogeologists • Engineers H N Heindel cmd Noyes • Environmental Scientists P.O. Box 64709 Burlington, Vermont 05406-4709 802-658-0820 Fax 802-860-1014 SHEARER CHEVROLET EXPANSION South Burlington, Vermont BARTLETT BROOK WATERSHED ANALYSIS EXECUTIVE SUMMARY The proposed Shearer Chevrolet Expansion is located at 1675 Shelburne Road in South Burlington. The proposal includes construction of a 14,000 square foot building with associated parking, additions to the existing building, storm sewer piping, and a detention basin at the western edge of the property. Impervious surface at the site will increase from approximately 6.48 acres to 8.45 acres. Nearly all runoff from the site will be routed to the proposed detention basin, which is designed to be in compliance with the Vermont Stormwater Management Manual for Watershed Improvement Permits. Stormwater runoff from the site resulting from the 25-year storm event was evaluated using the Bartlett Brook Stormwater Model. Peak runoff from the site is predicted to increase due to the new impervious surfaces, but the proposed detention basin reduces it to well below the pre -expansion level. However, because of the timing of the runoff, peak flows in the stream channel below the site are nonetheless predicted to increase. The predicted increase in peak flow downstream of the site is 1.2% during the 25-year storm event and less during smaller storms. The detention basin could be modified to eliminate this downstream increase, but to do so and still be in compliance with the Vermont Stormwater Management Manual may not be possible. Given the minor increase predicted, constraints imposed by the State stormwater guidelines, and other tangible benefits the stormwater basin provides, we recommend the City approve the stormwater aspects of the proposed project with no modifications. • Consulting Hydrogeologists Engineers 1\N Heindel cmd Noyes • En onmental Scientists PO. Box 64709 Burlington, Vermont 05406-4709 802-658-0820 Fax 802-860-1014 SHEARER CHEVROLET EXPANSION South Burlington, Vermont BARTLETT BROOK WATERSHED ANALYSIS SUMMARY OF FINDINGS February 10, 2003 1. Heindel & Noyes (H&N) has completed a stormwater runoff analysis of the proposed Shearer Chevrolet Expansion at 1675 Shelburne Road in South Burlington, Vermont. This analysis replaces a previous one dated September 24, 2001. Revised drainage information shown on site plans prepared by Krebs and Lansing Consulting Engineers (dated May 14, 2001 with revisions through December 2, 2002) were used in this analysis. 2. The Shearer Chevrolet site is located in the Bartlett Brook watershed. A site location map is included in Appendix 1. 3. The site plans detail the construction of a 14,000 square foot building with associated parking, additions to the existing building, storm sewer piping, and a detention basin at the western edge of the property. Impervious surface at the site will increase from approximately 6.48 acres to 8.45 acres. Nearly all runoff from the site will be routed to the proposed detention basin, which is designed to be in compliance with the Vermont Stormwater Management Manual for Watershed Improvement Permits'. 4. Stormwater runoff was analyzed using the Bartlett Brook Stormwater Model, modified to reflect the proposed development. The Bartlett Brook Model was first developed by H&N in 1984 using the USDA Soil Conservation Service TR-20 model. The model has been maintained and updated since then, and is now Vermont Agency of Natural Resources. April 2002. The Vermont Stormwater Management Manual for Watershed Improvement Permits. SHEARER CHEVROLET EXPANSION - BARTLETT BROOK WATERSHED ANALYSIS 2 executed using the HydroCad software package. The Model includes existing development as well as approved but unbuilt development within the watershed. 5. The design storm used in this analysis was the 25-year, 24- hour storm event, which in the Bartlett Brook Watershed is 4.0 inches of rainfall over a 24-hour period. This storm event is the design standard used for all Bartlett Brook runoff evaluations performed in the past by H&N, and is the design storm specified in South Burlington's stormwater zoning ordinance for the watershed. 6. Peak runoff rates and volumes were determined for pre- and post -development (both with and without detention) conditions at the outlet of the site and at downstream locations in the stream channel network. 7. With no detention, the peak runoff rate from the site was found to increase, and this increase was repeated downstream. With the detention basin in place, runoff from the site is reduced significantly (to less than pre -expansion level), though there remains a minor increase at the downstream locations. This unintuitive result —decreased peak flow from the site yet increased peak flows in the downstream channel —is related to the timing of runoff from the Shearer site. With no detention, the peak flow from the site is en route to Lake Champlain when large flows from upstream arrive. With detention however, runoff is still leaving the site when the upstream flows arrive, and the result is a higher peak flow in the stream channel. 8. The peak runoff rates resulting from the 25-year storm event at the outlet of the site and at downstream locations are shown in Table 1. Bartlett Brook Model outputs for pre- and post -development conditions are included in Appendices 2 and 3, respectively. Table 1. Peak Flow Rates (cfs) for Pre- and Post -Development Conditions. Location PRE -Expansion POST -Expansion (w/ Detention) Change Site 37.18 17.04 -54.2% Railroad Tracks 241.7 244.7 1.2% Lake Champlain Watershed Outlet 241.4 244.3 1.2% 9. While the predicted downstream increase for the 25-year storm event is quite small (1.2%), the predicted increase is even less during smaller but more frequent storm events. For instance, during the 1-year storm event, the predicted increase is a negligible 0.2%. By virtue of their frequency, small storms can have considerable impact over time on stream channel erosion. The fact that the predicted downstream increase is minor during the 25-year storm and negligible SHEARER CHEVROLET EXPANSION - BARTLETT BROOK WATERSHED ANALYSIS 3 during the 1-year event suggests that modification of the proposed detention basin is not warranted. 10. The detention basin could be re -designed to pass flows more quickly and thus eliminate the minor increase in downstream peak flows. However, this particular basin is designed to be in compliance with the Vermont Stormwater Management Manual for Watershed Improvement Permits, and it would be difficult if not impossible to make such a modification without running afoul of those guidelines. 11. We note that the proposed detention basin will provide tangible benefits to the stream separate from peak flow control. For instance, the basin will effectively trap sediment from the site that would otherwise reach the stream. The basin will also help maintain groundwater elevations in the area thus promoting base flow to the stream channel. 12. Because of the issues sited above —insignificant predicted peak flow increase, constraints posed by the Vermont Stormwater Management guidelines, and other tangible benefits of the basin —we do not recommend any modification to the proposed plan. We recommend that the South Burlington Planning Commission approve the stormwater aspect of the proposed project. U:\PROJECTS\BARTLETTBRK\KLSHEARER\K&L-SHEARER BB REPORT(FEBRUARY 2003).DOC v l I 1 - VA �� 1 � b -{� a'rn � 1 i t t •r � t it SITE Atf .._-f; ' � � t �1...., ( �� •1 / r III I , (/ I _ N Shearer Chevrolet South Burlington, Vermont W E USGS Site Location Map Handel'L 2000 0 2000 Feet �V:Vlc cs ox February7, 2W3 c Nsheerer4sbase.apr Data for BB3 Reach -A 20030203 (Pre Shearer Expansion) Page 1 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems WATERSHED ROUTING 3la 301 306 3 5 31 31B g,�l 313 311 200 � 305 y � � 319 ❑ � 310 O 30 320 32� � saes 362 930t 366 \37I \ / 36aIL \\YyVV 30111LL 360 370 � \ 3�3 369 37q � 302 303 304 100 � 09 .v 390 y --- OSUBCATCHMENT ❑ REACH APOND SUBCATCHMENT 301 SUBCATCHMENT 306 SUBCATCHMENT 310 SUBCATCHMENT 312 SUBCATCHMENT 314 SUBCATCHMENT 319 SUBCATCHMENT 362 SUBCATCHMENT 366 SUBCATCHMENT 368 SUBCATCHMENT 369 SUBCATCHMENT 371 = Quayle Run (#1) = Quayle Run (#2) = Harborview RO to Reach K (minus Barone = S.F.H. Dev Runoff = Keari Lane Runoff = Baycourt Condos = Harbor Heights RO = GMP = SE Parking = North Parking = Larkin Center Field 2 LINK -> REACH 303 -> REACH 307 -> REACH 311 -> REACH 313 -> REACH 315 -> POND 320 -> REACH 364 -> POND 381 -> POND 378 -> POND 378 -> POND 381 IData for BB3 Reach -A 20030203 (Pre Shearer Expansion) Page 2 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 IHydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 372 = Watershed 1 -> POND 381 ISUBCATCHMENT 373 = Watershed 2 -> POND 381 SUBCATCHMENT 374 = Sunset Hotel -> POND 378 I SUBCATCHMENT 383 = Shearer Parking -> REACH 389 SUBCATCHMENT 384 = Reyes -> REACH 389 REACH 303 = Reach R -> REACH 305 IREACH 305 = Reach Q -> POND 309 REACH 307 = Reach P -> POND 309 REACH 311 = Reach K -> REACH 318 REACH 313 = Reach M -> REACH 318 REACH 315 = Reach L/N -> REACH 318 REACH 318 = Reach J -> REACH 323 REACH 323 = Reach I -> POND 381 REACH 364 = Reach G -> POND 381 REACH 382 = Reach D -> REACH 389 REACH 389 = Reach C -> POND 390 REACH 3999 = Reach A -> POND 309 = Reach 0 -> REACH 323 POND 320 = Baycourt Condos -> REACH 323 POND 378 = Larkin Pond -> POND 381 POND 381 = Reach E and Culvert at Rt 7 -> REACH 382 POND 390 = Reach B (Brigham Road) -> REACH 3999 LINK 100 = BB1 Reach-Z and everything above -> REACH 389 LINK 200 = BB2 Reach-S and everything above -> REACH 305 LINK 9301 = Barone 5.2 acres 20020130 -> REACH 311 LINK 9302 = Lakeview at Pillsbury (outflow from main p -> REACH 364 LINK 9303 = Lakeview at Pillsbury Post I -> REACH 364 Data for BB3 Reach -A 20030203 (Pre Shearer Expansion) Page 3 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 301 Quayle Run (#1) PEAK= 8.42 CFS @ 12.09 HRS, VOLUME= .59 AF ACRES CN 5.00 72 Method Comment CURVE NUMBER (LAG) METHOD All in one L=855' s=.04 '/' SUBCATCHMENT 306 Quayle Run (#2) PEAK= 8.42 CFS @ 12.09 HRS, VOLUME= .59 AF SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS Tc (min 17.7 ACRES CN SCS TR-20 METHOD 5.00 72 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD All in one 17.7 L=855' s=.04 '/' SUBCATCHMENT 310 Harborview RO to Reach K (minus Barone PEAK= 5.05 CFS @ 12.17 HRS, VOLUME= .44 AF ACRES CN SCS TR-20 METHOD 4.80 67 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD All in one 23.6 L=1035' s=.04 '/' SUBCATCHMENT 312 S.F.H. Dev Runoff PEAK= 11.05 CFS @ 12.17 HRS, VOLUME= .97 AF ACRES CN SCS TR-20 METHOD 10.50 67 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD All in one 23.6 L=1035' s=.04 '/' IData for BB3 Reach -A 20030203 (Pre Shearer Expansion) Page 4 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems IHydroCAD ISUBCATCHMENT 314 Keari Lane Runoff PEAK= 10.82 CFS @ 12.18 HRS, VOLUME= .97 AF I ACRES CN SCS TR-20 METHOD 10.50 67 TYPE II 24-HOUR RAINFALL= 4.00 IN ISPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD All in one 24.4 L=1080' s=.04 '/' I ISUBCATCHMENT 319 Baycourt Condos PEAK= 8.56 CFS @ 11.99 HRS, VOLUME= .44 AF IACRES CN SCS TR-20 METHOD 3.00 77 TYPE II 24-HOUR RAINFALL= 4.00 IN I SPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) I CURVE NUMBER (LAG) METHOD all in one 9.2 L=450' s=.04 '/' ISUBCATCHMENT 362 Harbor Heights RO 16.23 CFS @ 11.99 HRS, VOLUME= .83 AF IPEAK= ACRES CN SCS TR-20 METHOD 5.00 80 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) CURVE NUMBER (LAG) I METHOD Segment ID: 8.9 L=405' s=.03 '/' ISUBCATCHMENT 366 GMP IPEAK= 10.87 CFS @ 11.98 HRS, VOLUME= .56 AF ACRES CN SCS TR-20 METHOD 3.00 83 TYPE II 24-HOUR I RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS 1 Method Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: 8.8 L=450' s=.03 I IData for BB3 Reach -A 20030203 (Pre Shearer Expansion) Page 5 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 IHydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems ISUBCATCHMENT 368 SE Parking PEAK= 1.19 CFS @ 11.88 HRS, VOLUME= .06 AF ACRES CN SCS TR-20 METHOD .19 96 TYPE II 24-HOUR RAINFALL= 4.00 IN ISPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: .8 L=65' s=.05 '/' SUBCATCHMENT 369 North Parking PEAK= 2.68 CFS @ 11.88 HRS, VOLUME= .12 AF ` ACRES CN SCS TR-20 METHOD .45 93 TYPE II 24-HOUR RAINFALL= 4.00 IN I SPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: .9 L=20' s=.01 '/' SUBCATCHMENT 371 Larkin Center Field PEAK= 92 CFS @ 12.09 HRS, VOLUME= 07 AF I ACRES CN SCS TR-20 METHOD 1.17 60 TYPE II 24-HOUR I RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) CURVE NUMBER (LAG) I METHOD Segment ID: 15.8 L=500' s=.04 '/' SUBCATCHMENT 372 Watershed 1 PEAK= .22 CFS @ 11.98 HRS, VOLUME= .01 AF ACRES CN .19 60 Method Comment CURVE NUMBER (LAG) METHOD Segment ID: L=230' s=.057 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS Tc (min 7.1 IData for BB3 Reach -A 20030203 (Pre Shearer Expansion) Page 6 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 373 Watershed 2 PEAK= 2.51 CFS @ 11.91 HRS, VOLUME= .10 AF ACRES CN SCS TR-20 METHOD .58 82 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: 2.6 L=225' s=.125 '/' I SUBCATCHMENT 374 Sunset Hotel f PEAK= 3.78 CFS @ 11.90 HRS, VOLUME= .17 AF IACRES CN .64 94 Method Comment CURVE NUMBER (LAG) METHOD Segment ID: L=285' s=.12 '/' SUBCATCHMENT 383 Shearer Parking SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS Tc (min 2.0 PEAK= 37.18 CFS @ 12.02 HRS, VOLUME= 2.20 AF PERCENT CN SCS TR-20 METHOD 53.00 98 TYPE II 24-HOUR 47.00 75 RAINFALL= 4.00 IN 100.00 87 TOTAL AREA = 10.20 AC SPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 5.5 Grass: Dense n=.24 L=30' P2=2.3 in s=.03 TR-55 SHEET FLOW Segment ID: 1.8 Smooth surfaces n=.011 L=170' P2=2.3 in s=.032 SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1.6 Paved Kv=20.3282 L=340' s=.03 '/' V=3.52 fps SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2.5 Grassed Waterway Kv=15 L=260' s=.0133 '/' V=1.73 fps SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1.0 Grassed Waterway Kv=15 L=150' s=.0267 /' V=2.45 fps Total Length= 950 ft Total Tc= 12.4 Data for BB3 Reach -A 20030203 (Pre Shearer Expansion) Page 7 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 384 Reyes PEAK= 1.92 CFS @ 12.05 HRS, VOLUME= .13 AF ACRES CN 2.00 61 Method Comment CURVE NUMBER (LAG) METHOD Segment ID: L=405' s=.04 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS Tc (min 13.0 IData for BB3 Reach -A 20030203 (Pre Shearer Expansion) Page 8 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 I HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems REACH 303 Reach R Qin = 8.42 CFS @ 12.09 HRS, VOLUME= I Qout= 7.81 CFS @ 12.21 HRS, VOLUME= DEPTH END AREA DISCH 59 AF 59 AF, ATTEN= 7%, LAG= 7.2 MIN (FT) (SQ-FT) (CFS) 6' x 2' CHANNEL 0.00 0.00 0.00 SIDE SLOPE= .21 .20 1.39 3.23 n= .04 .40 3.16 10.98 LENGTH= 800 FT .60 5.31 23.15 SLOPE= .04 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .32 FT PEAK VELOCITY= 3.2 FPS TRAVEL TIME = 4.2 MIN SPAN= 3-23 HRS, dt=.04 HRS .86 8.68 46.10 1.20 14.06 89.65 1.60 21.79 163.00 I2.00 31.05 263.29 IREACH 305 Reach Q Qin = 19.53 CFS @ 14.87 HRS, VOLUME= 12.27 AF Qout= 19.53 CFS @ 14.94 HRS, VOLUME= 12.23 AF, ATTEN= 0%, LAG= 4.1 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 6' x 2' CHANNEL STOR-IND+TRANS METHOD 0.00 0.00 0.00 SIDE SLOPE= .25 '/' PEAK DEPTH= .55 FT .20 1.36 3.20 n= .04 PEAK VELOCITY= 4.3 FPS .40 3.04 10.72 LENGTH= 600 FT TRAVEL TIME = 2.3 MIN .60 5.04 22.33 SLOPE= .04 FT/FT SPAN= 3-23 HRS, dt=.04 HRS .86 I 8.12 43.86 1.20 12.96 84.04 1.60 19.84 150.70 2.00 28.00 240.75 I REACH 307 Reach P Qin = 8.42 CFS @ 12.09 HRS, VOLUME= .59 AF IQout= 7.88 CFS @ 12.20 HRS, VOLUME= .59 AF, ATTEN= 6%, LAG= 6.7 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 6' x 2' CHANNEL STOR-IND+TRANS METHOD 0.00 0.00 0.00 SIDE SLOPE= .54 '/' PEAK DEPTH= .34 FT .20 1.27 3.09 n= .04 PEAK VELOCITY= 3.5 FPS .40 2.70 9.97 LENGTH= 800 FT TRAVEL TIME = 3.8 MIN .60 4.27 19.98 SLOPE= .04 FT/FT SPAN= 3-23 HRS, dt=.04 HRS I .86 6.53 37.47 1.20 9.87 67.97 1 1.60 14.34 115.33 ` 2.00 19.41 175.79 IData for BB3 Reach -A 20030203 (Pre Shearer Expansion) Page 9 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 I HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems IREACH 311 Reach K Qin = 10.47 CFS @ 12.16 HRS, VOLUME= .97 AF Qout= 10.33 CFS @ 12.22 HRS, VOLUME= .97 AF, ATTEN= 1%, LAG= 3.6 MIN I DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 5' x 2' CHANNEL STOR-IND+TRANS METHOD 0.00 0.00 0.00 SIDE SLOPE= .38 '/' PEAK DEPTH= .44 FT .20 1.11 2.62 n= .04 PEAK VELOCITY= 3.8 FPS .40 2.42 8.66 LENGTH= 500 FT TRAVEL TIME = 2.2 MIN 1 .60 3.95 17.76 SLOPE= .04 FT/FT SPAN= 3-23 HRS, dt=.04 HRS II .86 6.25 34.27 1.20 9.79 64.38 1.60 14.74 113.26 1 1 2.00 20.53 178.13 REACH 313 Reach M Qin = 11.05 CFS @ 12.17 HRS, VOLUME= .97 AF Qout= 10.92 CFS @ 12.21 HRS, VOLUME= .97 AF, ATTEN= 1%, LAG= 2.7 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 5' x 2' CHANNEL STOR-IND+TRANS METHOD t 0.00 0.00 0.00 SIDE SLOPE= .32 '/' PEAK DEPTH= .44 FT .20 1.13 2.65 n= .04 PEAK VELOCITY= 3.8 FPS .40 2.50 8.83 LENGTH= 350 FT TRAVEL TIME = 1.5 MIN .60 4.13 18.30 SLOPE= .04 FT/FT SPAN= 3-23 HRS, dt=.04 HRS .86 6.61 35.76 1.20 10.50 68.10 1.60 16.00 121.43 2.00 22.50 193.10 REACH 315 Reach L/N Qin = 10.82 CFS @ 12.18 HRS, VOLUME= .97 AF Qout= 10.69 CFS @ 12.22 HRS, VOLUME= .97 AF, ATTEN= 1%, LAG= 2.5 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 5' x 2' CHANNEL STOR-IND+TRANS METHOD 0.00 0.00 0.00 SIDE SLOPE= .44 '/' PEAK DEPTH= .45 FT .20 1.09 2.60 n .04 PEAK VELOCITY 3.9 FPS .40 2.36 8.53 LENGTH= 350 FT TRAVEL TIME = 1.5 MIN .60 3.82 17.36 SLOPE= .04 FT/FT SPAN= 3-23 HRS, dt=.04 HRS I .86 5.98 33.18 1.20 9.27 61.63 1.60 13.82 107.23 2.00 19.09 167.09 IData for BB3 Reach -A 20030203 (Pre Shearer Expansion) Page 10 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems IREACH 318 Reach J Qin = 31.98 CFS @ 12.22 HRS, VOLUME= 2.90 AF Qout= 31.52 CFS @ 12.27 HRS, VOLUME= 2.90 AF, ATTEN= 1%, LAG= 3.2 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 5' x 2' CHANNEL STOR-IND+TRANS METHOD 0.00 0.00 0.00 SIDE SLOPE= .33 '/' PEAK DEPTH= .74 FT I .20 1.12 3.02 n= .035 PEAK VELOCITY= 5.8 FPS .40 2.48 10.06 LENGTH= 600 FT TRAVEL TIME = 1.7 MIN .60 4.09 20.80 SLOPE= .04 FT/FT SPAN= 3-23 HRS, dt=.04 HRS .86 6.54 I 40.54 1.20 10.36 77.02 1.60 15.76 136.99 I2.00 22.12 217.42 IREACH 323 Reach I Qin = 57.12 CFS @ 12.28 HRS, VOLUME= 16.09 AF IQout= 56.85 CFS @ 12.30 HRS, VOLUME= 16.07 AF, ATTEN= 0%, LAG= .7 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 5' x 2' CHANNEL STOR-IND+TRANS METHOD I 0.00 0.00 0.00 SIDE SLOPE= .31 '/' PEAK DEPTH= 1.08 FT .20 1.13 2.65 n= .04 PEAK VELOCITY= 6.2 FPS .40 2.52 8.87 LENGTH= 150 FT TRAVEL TIME _ .4 MIN .60 4.16 18.42 SLOPE= .04 FT/FT SPAN= 3-23 HRS, dt=.04 HRS .86 6.69 I 36.06 1.20 10.65 68.86 1.60 16.26 123.08 2.00 22.90 196.14 IREACH 364 Reach G Qin = 19.97 CFS @ 11.99 HRS, VOLUME= 1.44 AF Qout= 15.97 CFS @ 12.17 HRS, VOLUME= 1.43 AF, ATTEN= 20%, LAG= 10.5 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 6' x 3.5' CHANNEL STOR-IND+TRANS METHOD 0.00 0.00 0.00 SIDE SLOPE= .33 '/' PEAK DEPTH= .49 FT .35 2.47 8.23 n .04 PEAK VELOCITY 4.3 FPS .70 5.68 28.12 LENGTH= 1750 FT TRAVEL TIME = 6.8 MIN 1.05 9.64 59.61 SLOPE= .04 FT/FT SPAN= 3-23 HRS, dt=.04 HRS 1.51 15.89 119.54 2.10 25.96 234.26 2.80 40.56 429.08 3.50 58.12 I I I 697.12 IData for BB3 Reach -A 20030203 (Pre Shearer Expansion) Page 11 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 IHydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems REACH 382 Reach D Qin = 66.48 CFS @ 12.34 HRS, VOLUME= 18.32 AF Qout= 63.46 CFS @ 12.50 HRS, VOLUME= 18.19 AF, ATTEN= 5%, LAG= 9.2 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 7' x 5' CHANNEL STOR-IND+TRANS METHOD I 0.00 0.0 0.00 SIDE SLOPE= .33 '/' PEAK DEPTH= .97 FT .50 4.3 19.16 n= .04 PEAK VELOCITY= 6.6 FPS 1.00 10.0 66.66 LENGTH= 2000 FT TRAVEL TIME = 5.1 MIN 1.50 17.3 143.63 SLOPE= .047 FT/FT SPAN= 3-23 HRS, dt=.04 HRS 2.15 29.1 293.20 3.00 48.3 585.11 4.00 76.5 1089.25 ` 5.00 110.8 1791.65 REACH 389 Reach C Qin = 241.7 CFS @ 12.75 HRS, VOLUME= 58.75 AF Qout= 241.5 CFS @ 12.76 HRS, VOLUME= 58.73 AF, ATTEN= 0%, LAG= .5 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 6' x 2' CHANNEL STOR-IND+TRANS METHOD 1 r 0.00 0.00 0.00 SIDE SLOPE= .3 '/' PEAK DEPTH= 2.15 FT ` .20 1.33 3.04 n= .04 PEAK VELOCITY= 8.6 FPS .40 2.93 10.09 LENGTH= 135 FT TRAVEL TIME _ .3 MIN .60 4.80 20.78 SLOPE= .037 FT/FT SPAN= 3-23 HRS, dt=.04 HRS .86 7.63 40.31 2 x FINER ROUTING 1.20 12.00 76.11 1.60 18.13 134.56 2.00 25.33 I 212.49 IREACH 3999 Reach A Qin = 241.4 CFS @ 12.77 HRS, VOLUME= 58.73 AF Qout= 241.0 CFS @ 12.81 HRS, VOLUME= 58.64 AF, ATTEN= 0%, LAG= 2.0 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 6' x 2' CHANNEL STOR-IND+TRANS METHOD 0.00 0.00 I 0.00 SIDE SLOPE= .3 '/' PEAK DEPTH= 2.18 FT .20 1.33 2.96 n= .04 PEAK VELOCITY= 8.4 FPS .40 2.93 9.81 LENGTH= 570 FT TRAVEL TIME = 1.1 MIN I .60 4.80 20.21 SLOPE= .035 FT/FT SPAN= 3-23 HRS, dt=.04 HRS II .86 7.63 39.20 1.20 12.00 74.02 1.60 18.13 130.87 2.00 25.33 I 206.67 Data for BB3 Reach -A 20030203 (Pre Shearer Expansion) Page 12 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems POND 309 Reach O Qin = 22.54 CFS @ 12.29 HRS, VOLUME= 12.82 AF Qout= 22.22 CFS @ 12.31 HRS, VOLUME= 12.75 AF, ATTEN= 1%, LAG= 1.6 MIN ELEVATION (FT) AREA (SF) INC.STOR (CF) CUM.STOR (CF) 160.0 1750 0 0 160.5 2010 940 940 161.0 2288 1075 2015 161.5 2584 1218 3233 162.0 2898 1371 4603 162.5 3230 1532 6135 163.0 3580 1703 7838 163.5 3948 1882 9720 164.0 4334 2071 11790 164.5 4738 2268 14058 165.0 5160 2475 16533 STOR-IND METHOD PEAK STORAGE = 4662 CF PEAK ELEVATION= 162.0 FT FLOOD ELEVATION= 165.0 FT START ELEVATION= 160.0 FT SPAN= 3-23 HRS, dt=.04 HRS Tdet= 4.6 MIN (12.75 AF) # ROUTE INVERT OUTLET DEVICES 1 P 161.0' 5.6' x 4.7' CULVERT n=.023 L=95' 5=.02'/' Ke=.25 Cc=.9 Cd=.72 POND 320 Baycourt Condos Qin = 8.56 CFS @ 11.99 HRS, VOLUME= IQout= 5.27 CFS @ 12.08 HRS, VOLUME= ELEVATION AREA INC.STOR CUM.STOR (FT) (SF) (CF) (CF) 190.0 0 0 0 191.0 324 162 162 192.0 538 431 593 I 193.0 740 639 1232 194.0 1011 876 2108 195.0 1600 1306 3413 44 AF 44 AF, ATTEN= 38%, LAG= 5.6 MIN STOR-IND METHOD PEAK STORAGE = 2804 CF PEAK ELEVATION= 194.5 FT FLOOD ELEVATION= 195.0 FT START ELEVATION= 190.0 FT SPAN= 3-23 HRS, dt=.04 HRS Tdet= 13.1 MIN (.44 AF) # ROUTE INVERT OUTLET DEVICES 1 P 191.0' 12" CULVERT n=.01 L=150' 5=.11/' Ke=.875 Cc=.9 Cd=.48 Data for BB3 Reach -A 20030203 (Pre Shearer Expansion) Page 13 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems POND 378 Larkin Pond Qin = 7.51 CFS @ 11.89 HRS, VOLUME= .35 AF Qout= 1.51 CFS @ 12.01 HRS, VOLUME= .35 AF, ATTEN= 80%, LAG= 7.7 MIN ELEVATION CON.AREA INC.STOR CUM.STOR WET.AREA STOR-IND METHOD _(FT) (SF) (CF) (CF) (SF) PEAK STORAGE = 5223 CF 156.0 769 0 0 769 PEAK ELEVATION= 159.2 FT 157.0 1273 1010 1010 1285 FLOOD ELEVATION= 160.0 FT 158.0 1855 1555 2565 1884 START ELEVATION= 156.0 FT 159.0 2493 2166 4732 2543 SPAN= 3-23 HRS, dt=.04 HRS 160.0 3308 2891 7622 3380 Tdet= 37.6 MIN (.35 AF) ## ROUTE INVERT OUTLET DEVICES 1 P 156.0' 6" CULVERT n=.01 L=20' 5=.005'/' Ke=.6 Cc=.9 Cd=.56 POND 381 Reach E and Culvert at Rt 7 Qin = 71.49 CFS @ 12.26 HRS, VOLUME= 18.59 AF Qout= 66.48 CFS @ 12.34 HRS, VOLUME= 18.32 AF, ATTEN= 7%, LAG= 4.7 MIN ELEVATION (FT) CON.AREA (SF) INC.STOR (CF) CUM.STOR (CF) WET.AREA (SF) 145.0 7813 0 0 7813 145.7 8573 5733 5733 8605 146.4 9369 6278 12011 9435 147.1 I 10199 6847 18857 10301 147.8 11065 7440 26298 11204 ' 148.5 11966 8059 34357 12143 149.2 12903 8702 43059 13120 149.9 13857 9364 52423 14117 150.6 14882 10057 62479 15184 I 151.3 15924 10780 73259 16270 152.0 17002 11522 84781 17395 STOR-IND METHOD PEAK STORAGE = 31137 CF PEAK ELEVATION= 148.2 FT FLOOD ELEVATION= 152.0 FT START ELEVATION= 145.0 FT SPAN= 3-23 HRS, dt=.04 HRS Tdet= 14.5 MIN (18.29 AF) ## ROUTE INVERT OUTLET DEVICES 1 P 145.5' 48" CULVERT n=.024 L=510' 5=.0291/' Ke=.047 Cc=.9 Cd=.86 Data for BB3 Reach -A 20030203 (Pre Shearer Expansion) Page 14 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems POND 390 Reach B (Brigham Road) Qin = 241.5 CFS @ 12.76 HRS, VOLUME= 58.73 AF Qout= 241.4 CFS @ 12.77 HRS, VOLUME= 58.73 AF, ATTEN= 0%, LAG= .6 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF) (CF) (CF) PEAK STORAGE = 3033 CF 100.0 0 0 0 PEAK ELEVATION= 104.9 FT 100.5 120 30 30 FLOOD ELEVATION= 105.0 FT 101.0 180 75 105 START ELEVATION= 100.0 FT 101.5 240 105 210 SPAN= 3-23 HRS, dt=.04 HRS 102.0 300 135 345 2 x FINER ROUTING 102.5 360 165 510 Tdet= .1 MIN (58.73 AF) 103.0 420 195 705 103.5 480 225 930 104.0 1000 370 1300 104.5 2000 750 2050 105.0 3000 1250 3300 # ROUTE INVERT OUTLET DEVICES 1 P 100.0' 7.67' x 4.33' CULVERT I n=.023 L=60' 5=.012'/' Ke=.304 Cc=.9 Cd=.69 Data for BB3 Reach -A 20030203 (Pre Shearer Expansion) Page 15 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems LINK 100 BB1 Reach-Z and everything above Qout= 196.8 CFS @ 12.82 HRS, VOLUME= 38.23 AF, SPAN= 3-23 HRS, dt=.04 HRS REACH 1999 from BB1 Reach-Z 20020130 "Reach Z" LINK 200 BB2 Reach-S and everything above Qout= 19.10 CFS @ 14.90 HRS, VOLUME= 11.68 AF, SPAN= 3-23 HRS, dt=.04 HRS REACH 2999 from bb2 Reach-S 20020130 "Reach S" LINK 9301 Barone 5.2 acres 20020130 Qout= 5.44 CFS @ 12.15 HRS, VOLUME= .53 AF, SPAN= 3-23 HRS, dt=.04 HRS REACH 99 from L9301 Barone POST 20020131 LINK 9302 Lakeview at Pillsbury (outflow from main p Qout= .42 CFS @ 13.87 HRS, VOLUME= .41 AF, SPAN= 3-23 HRS, dt=.04 HRS POND 1 from L9302 Lakeview POST 20020829 "Lakeview at Pillsbury Pond A (Lot 10 Micro" LINK 9303 Lakeview at Pillsbury Post I Qout= 3.45 CFS @ 12.01 HRS, VOLUME= .19 AF, SPAN= 3-23 HRS, dt=.04 HRS SUBCATCHMENT 9 from L9302 Lakeview POST 20020829 "Lakeview at Pillsbury Post I" .00�VERMONT State of Vermont Department of Environmental Conservation Drinking Water and Groundwater Protection Division Essex Regional Office ill West Street Essex Junction, VT 05452-4695 www.sei)tie.vt.gov August 28, 2013 Shearer North, LLC c/o William Shearer 1675 Shelburne Road South Burhington VT 05403 Agency of Natural Resources [phone] 802-879-5656 [fax] 802-879-3871 RE: WW-4-2058-3, Shearer Chevrolet; amend WW-4-2058-2 for Lot #1 to become 12.07 acres with an existing car dealership, no changes to water supply or wastewater system; Lot #2 to be 0.03 acres for a telecommunications tower located at 1676 Shelburne Road in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on August 27, 2013, including a fee of $1oo.00 paid by check #67472. Under the performance standards for this program, we will have a maximum of 3o days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. If you submitted your application electronically through eDEC, your consultant will need to upload any revisions and send an email to Ernestine Chevrier, James Sandberg and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. For the Drinking Water and Groundwater Protection Division ,M" EYee./ �, L�i,c� Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission Louis Hodgetts/DuBois & King, Inc. a _ X Reqional Offices - Barre/Essex Jet./Rutland/Springfield/St. Johnsbury Data for BB3 Reach -A 20030203 (Post Shearer Expansion) Page 1 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems WATERSHED ROUTING---- OSUBCATCHMENT [—] REACH APOND SUBCATCHMENT 301 SUBCATCHMENT 306 SUBCATCHMENT 310 SUBCATCHMENT 312 SUBCATCHMENT 314 SUBCATCHMENT 319 SUBCATCHMENT 362 SUBCATCHMENT 366 SUBCATCHMENT 368 SUBCATCHMENT 369 SUBCATCHMENT 371 = Quayle Run (#1) = Quayle Run (#2) = Harborview RO to Reach K (minus Barone = S.F.H. Dev Runoff = Keari Lane Runoff = Baycourt Condos = Harbor Heights RO = GMP = SE Parking = North Parking = Larkin Center Field 2 LINK -> REACH 303 -> REACH 307 -> REACH 311 -> REACH 313 -> REACH 315 -> POND 320 -> REACH 364 -> POND 381 -> POND 378 -> POND 378 -> POND 381 IData for BB3 Reach -A 20030203 (Post Shearer Expansion) Page 2 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 IHydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 372 = Watershed 1 -> POND 381 ISUBCATCHMENT 373 = Watershed 2 -> POND 381 SUBCATCHMENT 374 = Sunset Hotel -> POND 378 I SUBCATCHMENT 383 = S End of Shearer (K&L's POST3) -> REACH 389 SUBCATCHMENT 384 = Reyes -> REACH 389 SUBCATCHMENT 385 = Shearer (K&L's POST1) -> POND 389 ISUBCATCHMENT 386 = Shearer (K&L POST2) -> POND 389 REACH 303 = Reach R -> REACH 305 IREACH 305 = Reach Q -> POND 309 IREACH 307 = Reach P -> POND 309 REACH 311 = Reach K -> REACH 318 IREACH 313 = Reach M -> REACH 318 REACH 315 = Reach L/N -> REACH 318 IREACH 318 = Reach J -> REACH 323 IREACH 323 = Reach I -> POND 381 REACH 364 = Reach G -> POND 381 IREACH 382 = Reach D -> REACH 389 REACH 389 = Reach C -> POND 390 IREACH 3999 = Reach A -> IPOND 309 = Reach 0 -> REACH 323 POND 320 = Baycourt Condos -> REACH 323 IPOND 378 = Larkin Pond -> POND 381 POND 381 = Reach E and Culvert at Rt 7 -> REACH 382 IPOND 389 = Shearer Pond -> REACH 389 IPOND 390 = Reach B (Brigham Road) -> REACH 3999 LINK 100 = BB1 Reach-Z and everything above -> REACH 389 ILINK 200 = BB2 Reach-S and everything above -> REACH 305 LINK 9301 = Barone 5.2 acres 20020130 -> REACH 311 I Data for BB3 Reach -A 20030203 (Post Shearer Expansion) Page 3 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 IHydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems LINK 9302 = Lakeview at Pillsbury (outflow from main p -> REACH 364 LINK 9303 = Lakeview at Pillsbury Post I -> REACH 364 IData for BB3 Reach -A 20030203 (Post Shearer Expansion) Page 4 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 IHydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems ISUBCATCHMENT 301 Quayle Run (#1) PEAK= 8.42 CFS @ 12.09 HRS, VOLUME= .59 AF I ACRES CN SCS TR-20 METHOD 5.00 72 TYPE II 24-HOUR RAINFALL= 4.00 IN ISPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD All in one 17.7 L=855' s=.04 '/' I SUBCATCHMENT 306 Quayle Run (#2) ` PEAK= 8.42 CFS @ 12.09 HRS, VOLUME= .59 AF IACRES CN SCS TR-20 METHOD 5.00 72 TYPE II 24-HOUR I RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) I CURVE NUMBER (LAG) METHOD All in one 17.7 L=855' s=.04 '/' SUBCATCHMENT 310 Harborview RO to Reach K (minus Barone PEAK= 5.05 CFS @ 12.17 HRS, VOLUME= .44 AF ACRES CN SCS TR-20 METHOD 4.80 67 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD All in one 23.6 L=1035' s=.04 '/' SUBCATCHMENT 312 S.F.H. Dev Runoff PEAK= 11.05 CFS @ 12.17 HRS, VOLUME= .97 AF ACRES CN SCS TR-20 METHOD 10.50 67 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD All in one 23.6 L=1035' s=.04 '/' IData for BB3 Reach -A 20030203 (Post Shearer Expansion) Page 5 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems ISUBCATCHMENT 314 Keari Lane Runoff PEAK= 10.82 CFS @ 12.18 HRS, VOLUME= .97 AF I ACRES CN SCS TR-20 METHOD 10.50 67 TYPE II 24-HOUR RAINFALL= 4.00 IN ISPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD All in one 24.4 L=1080' s=.04 '/' SUBCATCHMENT 319 Baycourt Condos PEAK= 8.56 CFS @ 11.99 HRS, VOLUME= .44 AF ACRES CN SCS TR-20 METHOD 3.00 77 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD all in one 9.2 L=450' s=.04 '/' I SUBCATCHMENT 362 Harbor Heights RO I PEAK= 16.23 CFS @ 11.99 HRS, VOLUME= .83 AF ACRES CN SCS TR-20 METHOD 5.00 80 TYPE II 24-HOUR I RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS I Method Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: 8.9 L=405' s=.03 '/' ISUBCATCHMENT 366 GMP IPEAK= 10.87 CFS @ 11.98 HRS, VOLUME= .56 AF ACRES CN SCS TR-20 METHOD I 3.00 83 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS I Method Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: 8.8 L=450' s=.03 I IData for BB3 Reach -A 20030203 (Post Shearer Expansion) Page 6 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 IHydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems ISUBCATCHMENT 368 SE Parking PEAK= 1.19 CFS @ 11.88 HRS, VOLUME= .06 AF IACRES CN SCS TR-20 METHOD .19 96 TYPE II 24-HOUR RAINFALL= 4.00 IN ISPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) I CURVE NUMBER (LAG) METHOD Segment ID: .8 L=65' s=.05 '/' SUBCATCHMENT 369 North Parking PEAK= 2.68 CFS @ 11.88 HRS, VOLUME= .12 AF ACRES CN .45 93 Method Comment CURVE NUMBER (LAG) METHOD Segment ID: L=20' s=.01 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS Tc (min .9 I SUBCATCHMENT 371 Larkin Center Field IPEAK= 92 CFS @ 12.09 HRS, VOLUME= .07 AF ACRES CN SCS TR-20 METHOD 1.17 60 TYPE II 24-HOUR I RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: 15.8 L=500' s=.04 '/' ISUBCATCHMENT 372 Watershed 1 IPEAK= .22 CFS @ 11.98 HRS, VOLUME= .01 AF ACRES CN SCS TR-20 METHOD .19 60 TYPE II 24-HOUR I RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: 7.1 L=230' s=.057 I IData for BB3 Reach -A 20030203 (Post Shearer Expansion) Page 7 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 I HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems ` SUBCATCHMENT 373 Watershed 2 IPEAK= 2.51 CFS @ 11.91 HRS, VOLUME= .10 AF IACRES CN SCS TR-20 METHOD .58 82 TYPE II 24-HOUR RAINFALL= 4.00 IN ISPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: 2.6 L=225' s=.125 '/' I SUBCATCHMENT 374 Sunset Hotel I PEAK= 3.78 CFS @ 11.90 HRS, VOLUME= .17 AF ACRES CN SCS TR-20 METHOD .64 94 TYPE II 24-HOUR ` RAINFALL= 4.00 IN ISPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) I CURVE NUMBER (LAG) METHOD Segment ID: 2.0 L=285' s=.12 '/' ISUBCATCHMENT 383 S End of Shearer (K&L's POST3) PEAK= 70 CFS @ 12.06 HRS, VOLUME= 05 AF ACRES CN SCS TR-20 METHOD .35 74 Open TYPE II 24-HOUR I RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1.3 Unpaved Kv=16.1345 L=200' s=.025 '/' V=2.55 fps SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: .2 Unpaved Kv=16.1345 L=80' s=.125 '/' V=5.7 I fps DIRECT ENTRY From K&L Calcs 14.0 Total Length= 280 ft Total Tc= 15.5 IData for BB3 Reach -A 20030203 (Post Shearer Expansion) Page 8 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 384 Reyes PEAK= 1.92 CFS @ 12.05 HRS, VOLUME= .13 AF ACRES CN SCS TR-20 METHOD 2.00 61 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: 13.0 L=405' s=.04 '/' SUBCATCHMENT 385 Shearer (K&L's POST1) PEAK= 41.18 CFS @ 12.00 HRS, VOLUME= 2.54 AF ACRES CN SCS TR-20 METHOD 7.93 98 Impervious TYPE II 24-HOUR 1.10 74 Open RAINFALL= 4.00 IN 9.03 95 SPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 5.5 Grass: Dense n=.24 L=30' P2=2.3 in s=.03 TR-55 SHEET FLOW Segment ID: 1.8 Smooth surfaces n=.011 L=170' P2=2.3 in s=.032 SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1.6 Paved Kv=20.3282 L=340' s=.03 '/' V=3.52 fps DIRECT ENTRY Segment ID: 2.6 Total Length= 540 ft Total Tc= 11.5 SUBCATCHMENT 386 Shearer (K&L POST2) PEAK= 2.07 CFS @ 11.99 HRS, VOLUME= .11 AF ACRES CN SCS TR-20 METHOD .81 74 Open TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 3-23 HRS, dt=.04 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 7.3 Grass: Dense n=.24 L=50' P2=2.3 in s=.04 SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1.4 Unpaved Kv=16.1345 L=180' s=.017 '/' V=2.1 fps Total Length= 230 ft Total Tc= 8.7 Data for BB3 Reach -A 20030203 (Post Shearer Expansion) Page 9 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems REACH 303 Reach R Qin = 8.42 CFS @ 12.09 HRS, VOLUME= .59 AF Qout= 7.81 CFS @ 12.21 HRS, VOLUME= .59 AF, ATTEN= 7%, LAG= 7.2 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 0.00 0.00 0.00 .20 1.39 3.23 .40 3.16 10.98 .60 5.31 23.15 .86 8.68 46.10 1.20 14.06 89.65 1.60 21.79 163.00 2.00 31.05 263.29 6' x 2' CHANNEL SIDE SLOPE= .21 n= .04 LENGTH= 800 FT SLOPE= .04 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .32 FT PEAK VELOCITY= 3.2 FPS TRAVEL TIME = 4.2 MIN SPAN= 3-23 HRS, dt=.04 HRS REACH 305 Reach Q Qin = 19.53 CFS @ 14.87 HRS, VOLUME= 12.27 AF Qout= 19.53 CFS @ 14.94 HRS, VOLUME= 12.23 AF, ATTEN= 0%, LAG= 4.1 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 0.00 0.00 0.00 .20 1.36 3.20 .40 3.04 10.72 .60 5.04 22.33 .86 8.12 43.86 1.20 12.96 84.04 1.60 19.84 150.70 2.00 28.00 240.75 REACH 307 6' x 2' CHANNEL SIDE SLOPE= .25 n= .04 LENGTH= 600 FT SLOPE= .04 FT/FT Reach P STOR-IND+TRANS METHOD PEAK DEPTH= .55 FT PEAK VELOCITY= 4.3 FPS TRAVEL TIME = 2.3 MIN SPAN= 3-23 HRS, dt=.04 HRS Qin = 8.42 CFS @ 12.09 HRS, VOLUME= .59 AF Qout= 7.88 CFS @ 12.20 HRS, VOLUME= .59 AF, ATTEN= 6%, LAG= 6.7 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 0.00 0.00 0.00 .20 1.27 3.09 .40 2.70 9.97 .60 4.27 19.98 .86 6.53 37.47 1.20 9.87 67.97 1.60 14.34 115.33 2.00 19.41 175.79 6' x 2' CHANNEL SIDE SLOPE= .54 n= .04 LENGTH= 800 FT SLOPE= .04 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .34 FT PEAK VELOCITY= 3.5 FPS TRAVEL TIME = 3.8 MIN SPAN= 3-23 HRS, dt=.04 HRS { Data for BB3 Reach -A 20030203 (Post Shearer Expansion) Page 10 iii TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 IHydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems IREACH 311 Reach K Qin = 10.47 CFS @ 12.16 HRS, VOLUME= .97 AF Qout= 11.33 CFS @ 12.22 HRS, VOLUME= .97 AF, ATTEN= 1%, LAG= 3.6 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 5' x 2' CHANNEL STOR-IND+TRANS METHOD 0.00 0.00 0.00 SIDE SLOPE= .38 '/' PEAK DEPTH= .44 FT I .20 1.11 2.62 n= .04 PEAK VELOCITY= 3.8 FPS .40 2.42 8.66 LENGTH= 500 FT TRAVEL TIME = 2.2 MIN .60 3.95 17.76 SLOPE= .04 FT/FT SPAN= 3-23 HRS, dt=.04 HRS .86 6.25 34.27 1.20 9.79 64.38 1.60 14.74 113.26 f 2.00 20.53 178.13 REACH 313 Reach M Qin = 11.05 CFS @ 12.17 HRS, VOLUME= .97 AF Qout= 10.92 CFS @ 12.21 HRS, VOLUME= .97 AF, ATTEN= 1%, LAG= 2.7 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 5' x 2' CHANNEL STOR-IND+TRANS METHOD 0.00 0.00 0.00 SIDE SLOPE= .32 /' PEAK DEPTH= .44 FT .20 1.13 2.65 n= .04 PEAK VELOCITY= 3.8 FPS .40 2.50 8.83 LENGTH= 350 FT TRAVEL TIME = 1.5 MIN .60 4.13 18.30 SLOPE= .04 FT/FT SPAN= 3-23 HRS, dt=.04 HRS .86 6.61 35.76 1.20 10.50 68.10 1.60 16.00 121.43 2.00 22.50 193.10 I REACH 315 Reach L/N 11 Qin = 10.82 CFS @ 12.18 HRS, VOLUME= Qout= 10.69 CFS @ 12.22 HRS, VOLUME= DEPTH END AREA DISCH 97 AF 97 AF, ATTEN= 1%, LAG= 2.5 MIN (FT) (SQ-FT) (CFS) 5' x 2' CHANNEL 0.00 0.00 0.00 SIDE SLOPE= .44 .20 1.09 2.60 n= .04 .40 2.36 8.53 LENGTH= 350 FT .60 3.82 17.36 SLOPE= .04 FT/FT .86 5.98 33.18 1.20 9.27 61.63 1.60 13.82 107.23 2.00 19.09 167.09 STOR-IND+TRANS METHOD PEAK DEPTH= .45 FT PEAK VELOCITY= 3.9 FPS TRAVEL TIME = 1.5 MIN SPAN= 3-23 HRS, dt=.04 HRS 1 Data for BB3 Reach -A 20030203 (Post Shearer Expansion) Page 11 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems REACH 318 Reach J Qin = 31.98 CFS @ 12.22 HRS, VOLUME= 2.90 AF Qout= 31.52 CFO @ 12.27 HRS, VOLUME= 2.90 AF, ATTEN= 1%, LAG= 3.2 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 5' x 2' CHANNEL 0.00 0.00 0.00 SIDE SLOPE= .33 .20 1.12 3.02 n= .035 .40 2.48 10.06 LENGTH= 600 FT .60 4.09 20.80 SLOPE= .04 FT/FT .86 6.54 40.54 1.20 10.36 77.02 1.60 15.76 136.99 2.00 22.12 217.42 REACH 323 Reach I STOR-IND+TRANS METHOD PEAK DEPTH= .74 FT PEAK VELOCITY= 5.8 FPS TRAVEL TIME = 1.7 MIN SPAN= 3-23 HRS, dt=.04 HRS Qin = 57.12 CFS @ 12.28 HRS, VOLUME= 16.09 AF Qout= 56.85 CFS @ 12.30 HRS, VOLUME= 16.07 AF, ATTEN= 0%, LAG= .7 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 0.00 0.00 0.00 .20 1.13 2.65 .40 2.52 8.87 .60 4.16 18.42 .86 6.69 36.06 1.20 10.65 68.86 1.60 16.26 123.08 2.00 22.90 196.14 REACH 364 5' x 2' CHANNEL SIDE SLOPE= .31 n= .04 LENGTH= 150 FT SLOPE= .04 FT/FT Reach G STOR-IND+TRANS METHOD PEAK DEPTH= 1.08 FT PEAK VELOCITY= 6.2 FPS TRAVEL TIME = .4 MIN SPAN= 3-23 HRS, dt=.04 HRS Qin = 19.97 CFS @ 11.99 HRS, VOLUME= 1.44 AF Qout= 15.97 CFS @ 12.17 HRS, VOLUME= 1.43 AF, ATTEN= 20%, LAG= 10.5 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 0.00 0.00 0.00 .35 2.47 8.23 .70 5.68 28.12 1.05 9.64 59.61 1.51 15.89 119.54 2.10 25.96 234.26 2.80 40.56 429.08 3.50 58.12 697.12 6' x 3.5' CHANNEL SIDE SLOPE= .33 '/' n= .04 LENGTH= 1750 FT SLOPE= .04 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .49 FT PEAK VELOCITY= 4.3 FPS TRAVEL TIME = 6.8 MIN SPAN= 3-23 HRS, dt=.04 HRS Data for BB3 Reach -A 20030203 (Post Shearer Expansion) Page 12 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems REACH 382 Reach D Qin = 66.48 CFS @ 12.34 HRS, VOLUME= 18.32 AF Qout= 63.46 CFS @ 12.50 HRS, VOLUME= 18.19 AF, ATTEN= 5%, LAG= 9.2 MIN I DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 7' x 5' CHANNEL STOR-IND+TRANS METHOD I 0.00 0.0 0.00 SIDE SLOPE= .33 '/' PEAK DEPTH= .97 FT .50 4.3 19.16 n= .04 PEAK VELOCITY= 6.6 FPS 1.00 10.0 66.66 LENGTH= 2000 FT TRAVEL TIME = 5.1 MIN 1.50 17.3 143.63 SLOPE= .047 FT/FT SPAN= 3-23 HRS, dt=.04 HRS 2.15 29.1 293.20 3.00 48.3 585.11 4.00 76.5 1089.25 I5.00 110.8 1791.65 REACH 389 Reach C Qin = 244.7 CFS @ 12.75 HRS, VOLUME= 58.69 AF IQout= 244.5 CFS @ 12.76 HRS, VOLUME= 58.67 AF, ATTEN= 0%, LAG= .4 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 6' x 2' CHANNEL STOR-IND+TRANS METHOD 0.00 0.00 0.00 SIDE SLOPE= .3 /' PEAK DEPTH= 2.16 FT .20 1.33 3.04 n= .04 PEAK VELOCITY= 8.6 FPS .40 2.93 10.09 LENGTH= 135 FT TRAVEL TIME _ .3 MIN .60 4.80 20.78 SLOPE= .037 FT/FT SPAN= 3-23 HRS, dt=.04 HRS .86 7.63 I 40.31 2 x FINER ROUTING 1.20 12.00 76.11 1.60 18.13 134.56 2.00 25.33 I 212.49 I REACH 3999 E Reach A Qin = 244.3 CFS @ 12.77 HRS, VOLUME= 58.67 AF Qout= 244.0 CFS @ 12.80 HRS, VOLUME= 58.58 AF, ATTEN= 0%, LAG= 2.0 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 6' x 2' CHANNEL STOR-IND+TRANS METHOD 0.00 0.00 I 0.00 SIDE SLOPE= .3 '/' PEAK DEPTH= 2.20 FT .20 1.33 2.96 n= .04 PEAK VELOCITY= 8.4 FPS .40 2.93 9.81 LENGTH= 570 FT TRAVEL TIME = 1.1 MIN .60 4.80 20.21 SLOPE= .035 FT/FT SPAN= 3-23 HRS, dt=.04 HRS .86 7.63 39.20 1.20 12.00 74.02 1.60 18.13 130.87 2.00 25.33 206.67 IData for BB3 Reach -A 20030203 (Post Shearer Expansion) Page 13 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems POND 309 Reach O Qin = 22.54 CFS @ 12.29 HRS, VOLUME= 12.82 AF Qout= 22.22 CFS @ 12.31 HRS, VOLUME= 12.75 AF, ATTEN= 1%, LAG= 1.6 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF) (CF) (CF) PEAK STORAGE = 4662 CF I 160.0 1750 0 0 PEAK ELEVATION= 162.0 FT l 160.5 2010 940 940 FLOOD ELEVATION= 165.0 FT 161.0 2288 1075 2015 START ELEVATION= 160.0 FT 161.5 2584 1218 3233 SPAN= 3-23 HRS, dt=.04 HRS 162.0 2898 1371 4603 Tdet= 4.6 MIN (12.75 AF) 162.5 3230 1532 6135 163.0 3580 1703 7838 163.5 3948 1882 9720 164.0 4334 2071 11790 164.5 4738 2268 14058 165.0 5160 2475 16533 # ROUTE INVERT OUTLET DEVICES 1 P 161.0' 5.6' x 4.7' CULVERT n=.023 L=95' S=.021/' Ke=.25 Cc=.9 Cd=.72 POND 320 Baycourt Condos Qin = 8.56 CFS @ 11.99 HRS, VOLUME= .44 AF Qout= 5.27 CFS @ 12.08 HRS, VOLUME= .44 AF, ATTEN= 38%, LAG= 5.6 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF) (CF) (CF) PEAK STORAGE = 2804 CF 190.0 0 0 0 PEAK ELEVATION= 194.5 FT 191.0 324 162 162 FLOOD ELEVATION= 195.0 FT 192.0 538 431 593 START ELEVATION= 190.0 FT 193.0 740 639 1232 SPAN= 3-23 HRS, dt=.04 HRS 194.0 1011 876 2108 Tdet= 13.1 MIN (.44 AF) 195.0 1600 1306 3413 # ROUTE INVERT OUTLET DEVICES 1 P 191.0' 121, CULVERT n=.01 L=150' 5=.1'/' Ke=.875 Cc=.9 Cd=.48 Data for BB3 Reach -A 20030203 (Post Shearer Expansion) Page 14 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems POND 378 Larkin Pond Qin = 7.51 CFS @ 11.89 HRS, VOLUME= .35 AF Qout= 1.51 CFS @ 12.01 HRS, VOLUME= .35 AF, ATTEN= 80%, LAG= 7.7 MIN ELEVATION CON.AREA INC.STOR CUM.STOR WET.AREA STOR-IND METHOD (FT) (SF) (CF) (CF) (SF) PEAK STORAGE = 5223 CF 156.0 769 0 0 769 PEAK ELEVATION= 159.2 FT 157.0 1273 1010 1010 1285 FLOOD ELEVATION= 160.0 FT 158.0 1855 1555 2565 1884 START ELEVATION= 156.0 FT 159.0 2493 2166 4732 2543 SPAN= 3-23 HRS, dt=.04 HRS 160.0 3308 2891 7622 3380 Tdet= 37.6 MIN (.35 AF) �# ROUTE INVERT OUTLET DEVICES 1 P 156.0' 6" CULVERT n=.01 L=20' S=.005'/' Ke=.6 Cc=.9 Cd=.56 POND 381 Reach E and Culvert at Rt 7 Qin = 71.49 CFS @ 12.26 HRS, VOLUME= 18.59 AF Qout= 66.48 CFS @ 12.34 HRS, VOLUME= 18.32 AF, ATTEN= 7%, LAG= 4.7 MIN ELEVATION CON.AREA INC.STOR CUM.STOR WET.AREA STOR-IND METHOD (FT) (SF) (CF) (CF) (SF) PEAK STORAGE = 31137 CF 145.0 7813 0 0 7813 PEAK ELEVATION= 148.2 FT 145.7 8573 5733 5733 8605 FLOOD ELEVATION= 152.0 FT 146.4 9369 6278 12011 9435 START ELEVATION= 145.0 FT 147.1 10199 6847 18857 10301 SPAN= 3-23 HRS, dt=.04 HRS 147.8 11065 7440 26298 11204 Tdet= 14.5 MIN (18.29 AF) 148.5 11966 8059 34357 12143 149.2 12903 8702 43059 13120 149.9 13857 9364 52423 14117 150.6 14882 10057 62479 15184 151.3 15924 10780 73259 16270 152.0 17002 11522 84781 17395 $# ROUTE INVERT OUTLET DEVICES 1 P 145.5' 48" CULVERT n=.024 L=510' 5=.0291/' Ke=.047 Cc=.9 Cd=.86 Data for BB3 Reach -A 20030203 (Post Shearer Expansion) Page 15 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 IHydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems POND 389 Shearer Pond Qin = 43.21 CFS @ 12.00 HRS, VOLUME= 2.65 AF Qout= 16.36 CFS @ 12.17 HRS, VOLUME= 2.10 AF, ATTEN= 62%, LAG= 10.3 MIN ELEVATION CUM.STOR STOR-IND METHOD (FT) (CF) PEAK STORAGE = 61921 CF I 177.5 0 PEAK ELEVATION= 186.2 FT If 178.0 261 FLOOD ELEVATION= 186.0 FT 179.0 1089 START ELEVATION= 181.5 FT 180.0 2309 SPAN= 3-23 HRS, dt=.04 HRS 181.0 4008 Tdet= 195.8 MIN (1.98 AF) 181.5 5053 182.0 6316 183.0 9714 184.0 18992 185.0 36460 186.0 57586 $# ROUTE INVERT OUTLET DEVICES 1 P 181.5' 2" ORIFICE/GRATE IQ=.61 PI r-2 SQR(2g) SQR(H-r) (Use H/2 if H<d) 2 P 184.3' 121, ORIFICE/GRATE Q=.61 PI r^2 SQR(2g) SQR(H-r) (Use H/2 if H<d) 3 P 185.6' 2' x 2' HORIZONTAL ORIFICE/GRATE i Q=.61 Area SQR(29H) (Limited to weir flow @ low head) POND 390 Reach B (Brigham Road) Qin = 244.5 CFS @ 12.76 HRS, VOLUME= 58.67 AF Qout= 244.3 I CFS @ 12.77 HRS, VOLUME= 58.67 AF, ATTEN= 0%, LAG= .6 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD I (FT) (SF) (CF) (CF) PEAK STORAGE = 3143 CF I` 100.0 0 0 0 PEAK ELEVATION= 104.9 FT 100.5 120 30 30 FLOOD ELEVATION= 105.0 FT 101.0 180 75 105 START ELEVATION= 100.0 FT 101.5 240 105 210 SPAN= 3-23 HRS, dt=.04 HRS 102.0 300 135 345 2 x FINER ROUTING 102.5 360 165 510 103.0 420 195 705 103.5 480 225 930 104.0 1000 370 1300 104.5 2000 750 2050 105.0 3000 1250 3300 # ROUTE INVERT OUTLET DEVICES 1 P 100.0' 7.67' I x 4.33' CULVERT n=.023 L=60' 5=.012'/' Ke=.304 Cc=.9 Cd=.69 IData for BB3 Reach -A 20030203 (Post Shearer Expansion) Page 16 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 6 Feb 03 I HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems ILINK 100 BB1 Reach-Z and everything above Qout= 196.8 CFS @ 12.82 HRS, VOLUME= 38.23 AF, SPAN= 3-23 HRS, dt=.04 HRS I REACH 1999 from BB1 Reach-Z 20020130 "Reach Z" ILINK 200 BB2 Reach-S and everything above IQout= 19.10 CFS @ 14.90 HRS, VOLUME= 11.68 AF, SPAN= 3-23 HRS, dt=.04 HRS REACH 2999 from bb2 Reach-S 20020130 "Reach S" LINK 9301 Barone 5.2 acres 20020130 Qout= 5.44 CFS @ 12.15 HRS, VOLUME= 53 AF, SPAN= 3-23 HRS, dt=.04 HRS REACH 99 from L9301 Barone POST 20020131 LINK 9302 Lakeview at Pillsbury (outflow from main p Qout= .42 CFS @ 13.87 HRS, VOLUME= .41 AF, SPAN= 3-23 HRS, dt=.04 HRS POND 1 from L9302 Lakeview POST 20020829 "Lakeview at Pillsbury Pond A (Lot 10 Micro" LINK 9303 Lakeview at Pillsbury Post I Qout= 3.45 CFS @ 12.01 HRS, VOLUME= .19 AF, SPAN= 3-23 HRS, dt=.04 HRS SUBCATCHMENT 9 from L9302 Lakeview POST 20020829 "Lakeview at Pillsbury Post I" W-� ■■■mono 1■■■■■■I' ■■■■m■■ ■■00 I m ■■MMU■' i mal .1ji m SHOWROOM O m -i ENTRANCE D = 1 T i 9c I I SERVICE DEPT�MECHANICAL SHOP cn rp SHO ROOE2� CL im ER ffl 00 IL ® II EXISTING SHOWROOM << pRa- mm LI/I �11 Zc HOVY ROOM Z E NT NC m OD2-180 0 co. N SOUTH BURLINGTON SHEARER HUMMER VERMONT SCALE: 1"=20' SHEARER AUTOMOTIVE COMPANY 03/02/06 TRUEX CULLINS & PARTNERS ARCHITECTS NOR ,p-Al EAST ELEVATION - OVERALL 1 if = 30'-0" SOUTH BURLINGTON SHEARER HUMMER SCALE: 1"-30' SHEARER AUTOMOTIVE COMPANY VERMONT 03/02/06 TRUEX CULLINS & PARTNERS ARCHITECTS VIEW NORTHWEST FROM SERVICE NORTHEAST FROM CUSTOMER LOUNGE SOUTH BURLINGTON SHEARER HUMMER VERMONT n SCALE: SHEARER AUTOMOTIVE COMPANY 03/06/06 J TRUEX CULLINS & PARTNERS ARCHITECTS � VIEW FROM NORTHEAST ALONG RT 7 SOUTH BURLINGTON SHEARER HUMMER VERMONT 11 SCALE: SHEARER AUTOMOTIVE COMPANY 03/06/06 TRUEX CULLINS & PARTNERS ARCHITECTS VIEW FROM NORTHWEST SOUTH BURLINGTON SHEARER HUMMER VERMONT SCALE: SHEARER AUTOMOTIVE COMPANY 03/06/06 TRUEX CULLINS & PARTNERS ARCHITECTS R�� ash,l south PLANNING & ZONING February 3, 2015 Re: #SP-15-04 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sincer y, �� i flay nd J. Belalr Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com f� oAqwwok sout PLANNING & Z O N I N G Permit Number SP-- dy (office use only APPLICATION FOR SITE PLAN REVIEW in Administrative o Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Shearer North, LLC, 1675 Shelburne Rd., So. Burlington, VT, 05403, Phone: 802-658-1111, Fax: 802-651-0239 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Vol. 659, pgs 725-727 3. APPLICANT (Name, mailing address, phone and fax ft Shearer Chevrolet, Inc. 1675 Shelburne Road, So. Burlington, VT, 05403 Phone: 802-658-1111, Fax: 802-651-0239 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Stephanie Hainley, White + Burke Real Estate Investment Advisors, Inc., PO Box 1007, Burlington, VT, 05402-1007; Phone: 802-862-1225 x16, Fax: 802-862-3601 4a. CONTACT EMAIL ADDRESS:: shainley@whiteandburke.com 5. PROJECT STREET ADDRESS: 1675 Shelburne Road, So. Burlington 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-01675-C 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Amendment to previously -approved project. This application proposes to construct two entry portals at the existing doors of the main building. (This was approved by the City of South Burlington on on November 12, 2013 and again on October 30, 2014; the work has been completed.) b. Existing Uses on Property (including description and size of each separate use): Automobile sales, service, body shop & repair. +/-59,896 SF (Phases I & II) c. Proposed Uses on property (include description and size of each new use and existing uses to remain): No changes are proposed from existing approval which: is automobile sales, service & repair; at full build -out of all phases: +/-79,790 SF (including mezzanines) and +/-75,900 SF (excluding mezzanines). d. Total building square footage on property (proposed buildings and existing buildings to remain): See previous response. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): No change from existing approvals. f. Number of residential units (if applicable, new units and existing units to remain): None g. Number of employees (existing and proposed, note office versus non -office employees): Existing: +/-75 full-time (over multiple shifts), Proposed: +/-81 full-time equivalents h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Located in Traffic Overlay Zone and Bartlett Brook Watershed Overlay District. Site Plan Application Form. Rev. 12-2010 8. LOT COVERAGE Please see table on "Site Plan" - Sheet 1. a. Building: Existing % / sq. ft. Proposed % / sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed % / sq. ft. c. Front yard (along each street) Existing % / sq. ft. Proposed % / sq. ft. d. Total area to be disturbed during construction (sq. ft.) * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ $100,000 b. Landscaping: $ c. Other site improvements (please list with cost): This amendment will not alter the previously approved traffic projections. This trip generation is based on the ITE Manual (#841 10. ESTIMATED TRAFFIC New Car Sales Dealership) based on number of employees. This application does not alter projected number of employees. Avg dail a. P.M. Peak hour for entire property (In and out): traffic for entire property: Existing: 2008 ADT Proposed: 2431 ADT No change from current approvals: 7:30 to 8:30 A.M. for arrivals and 11. PEAK HOURS OF OPERATION:. drop-offs and 4:30 to 5:30 P.M. for pick-ups and departures. No change from current approvals: business is fairly consistent 12. PEAK DAYS OF OPERATION: weekdays Monday through Friday, perhaps slightly higher on Mondays. 13. ESTIMATED PROJECT COMPLETION DATE: Portal completion: January 2014 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (I V x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify -that all the information requi sue as part of this application has been submitted and is ff accurate to the best of my knowledge. SIONATURE OF APPLICANT ONE OF PROPERTY OWNER Do not write below this line NT NAME DATE OF SUBMISSION: /11// REVIEW AUTHORITY: CI Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: 1 Complete Inco ctcfi ArAinistrative Officer bate The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 4 SIe Plan Application Form. Rev. 12-2011 white+ Burke REAL ESTATE INVESTMENT ADVISORS Founded in 1990 MEMORANDUM To: City of South Burlington Planning & Zoning From: Stephanie Hainley Date: January 29, 2015 Re: Shearer Chevrolet - Site Plan Amendment Submission Materials List Resubmission for After -the -Fact Approval Enclosed please find the following site plan amendment application materials for Shearer Chevrolet located at 1675 Shelburne Road: 1) Memo re: " Shearer Chevrolet - Site Plan Re -Submission for Portals (After -the - fact)," from Stephanie Hainley, and dated January 29, 2015. 2) Application for Site Plan Review - Administrative. 3) Check #17029 dated 1/29/15 for $223.00 ($140 + $70 (after -the -fact 50%) + $13 recording fee) 4) Sheet 1 "Site Plan," prepared by Krebs & Lansing, dated April 5, 2006, and most recently revised 1/29/15. The following site plans from 2013 submission have not changed and are not being submitted at this time. 5) Sheet 100 "Chevrolet Portal Framing Plans," prepared by Artisan Engineer, and dated 8/29/2013. 6) Sheet S 101 'Buick/GMC Portal Framing Plans," prepared by Artisan Engineer, and dated 8/29/2013. 7) 'Presentation Elevations," prepared by Truex-Cullins, and dated October 8, 2013. 168 Battery St., PO Box 1007 / Burlington, VT 05402-1007 / P: 802.862.1225 / F: 802.862.3601 www.whitea ndburke.coin white+ burke REAL ESTATE INVESTMENT ADVISORS Founded i„ 1990 MEMORANDUM To: City of South Burlington Planning & Zoning From: Stephanie Hainley Datc: January 29, 2015 Re: Shearer Chevrolet - Site Plan Re -Submission for Portals (After -the -fact) The site plan amendment application for two entry portals at the existing doors of the main Shearer Chevrolet dealership building was administratively approved on November 12, 2013 and again on October 30, 2014. During their construction in 2014, a change was made without first seeking approval. A handicapped parking space was moved from south of the Chevrolet entrance to north of the Buick entrance to better accommodate handicapped customers. We apologize for this oversight and are submitting an application for site plan approval again, after -the -fact. The change can be seen on the attached Sheet 1 "Site Plan," most recently revised 1/29/15. Please let us know if you have any questions and thank you for your consideration of this application. 168 Battery St., PO Box 1007 / Burlington, VT 05402-1007 / P: 802.862,1225 / F: 802.862.3601 www.whiteandburke.cam RAILROAD TRACKS i South Burlington Water Deportment Notes tree S th fArrlirgrm Nbfw Deco fmanf than be �o nofirred at leas! 46 hauls n odwnoe fo shut off pole, swvrce to any busdnq nwtvee n In,.,p ,*a. I Hoene, +Ease the S-en hf dkglm Rafe, Depantmanl shell be JI for - Ex ��,� e.,=e Tr- ADS aaJ,erf RAILROAD 7RACKS not~ n odwnce to Xecofe and mars 0 role, mains toot moy be mr n,d M fhu wo rct. Read ('\ -- -- --------- - 273' Ise- 1aJ J9' - _ _ Me enamMow Disfrk:t Relos she/ - - - - - - - t , ./ Me o be supp/wd with Aa B be or rotor ' - - - - -------------- few.. la" PW cd-1 \ , 1 s o carpi of Bate at none y o/ the rote, aprwm it the I ? 9 E ;af. 1 cd rf -i / 279' - - ' - rev- 18444' - - _ - _ - - - - nr= rea29' - - — \ 1 \ 14 Me s_In Bw/ngran Nble, Depanfmanr Mae se nolrrmd o/ an Man Y q°� la In,s P oecf with I a°rfNN r+erl \ dMee.fah �� SI TE l7665'Ion - - _ - 2f4 - - - - - _ _ n w5nnf hone coPY Man: Loka tl Champla l� PWe 1 W ` fv/sfnq w Shb ns, pond /an Seeww Lriewo/e! Rro ec! - fxr,lirq slormrolw - . 1 �. As rote roofed work to be Pe,/ a n accaneance with Ma 3peci&,1An, and Delos, Nv the n.taot on or ftblw Rites and appurtsnbn- /w off ebfw Pond /w Snee,w Chslydet P I E. SMH S/et- Oened 6Y the Chon ploi Mbfw D/atrzt, the -:. ,. Ja296' oject Er1 r q ,twmwrw pond to, Sheorw II 1\. - Rbn 192.33' C'ty of South BudMgton. Cdchesfw A O/ fnef /1, and Me Vs/ / Wage o Awxha Cnerdsf N'oArcf 11 y rev 186.9" 1 U, aal,,, ft(e, Drsh/cf -awboe, Deoa,tmant staff be no!/Red (a Os aWnq nsldlofron \ •� presort or rotedne orossnq C boc w shot orrwrge o Precan,nucfi- -� �W neethq elf, rhamptoin Wofe, Astrid. Sa M, Bus gton \,y -- - - ------_----�1 \ � End r,'0. k, J.7d� I 2S 1 y EsisR ' ADS r cdrorf safe, Opwfmm an fret Engileer I d -+rr JS' aba loan I i chain \� eaYsr' 1 � TI' Aa3-Nl2 Porkino manna. �• --�• g N /� rsrq st- ono - - :},:. '•• .7r /y/rrr 7r/n _.. . _.._ _ _ 1 1 - team* ® Cusfovnn/£mp/oyee Parking Stoocas / pone fw- coy o/ V `// , 1 .., rt � Vehicle Oisploy h Storage Amos. LOCOt/On Moo 5 M BudMgton ) ist u• ADS cd r w J ,tone %%/ ////// 1 '"changeand Placement o/ Hthicles within these oreos Not to stave \ \E rota, brv- IaJ 01" _/ '$ ee' Got= . 1 \. �. 1 flexible fort etw/ring —kettin nand sa/es 9 9 i / cmfoMe, Pod See dtatl, 1.. II 1 A.C. rote, r' qo, tore more strategies. Planning and Zoning Information 1 _ ?,n4 4/ EXISIS DG PHASE I F-> 11 1 ° rrrA iz •—._�•r� // t3oo w l I 1 Note. Owner/Applicant Shearer North, L.L.C. 1 /!/GiculrYvaLrri4/r.i /i ,i' -e,T /i��i/�i/i a „e take 1 1 1 1. - the total oreo of C/oss 3 wetlond % Wi//iom Shearer b cure Ci Ci ✓ ,- �iAlixliva/AG Ce Ci foe nor curb �C. N<. coon thb tint. r Enid. aamq. F (�` 1 11 1 1. d'sturbed by this project is 0..95 acs. f res (41,494 ). 1675 Shelburne Rood South Bur/in ton, VT 05403 F F \� 01e total ore , of ground Pna�/s 9 cot. I 11 c—SI Loomfar f Areo: Zone: (OJ44 acros) 12.10 acres C2 — Commercial Lot Commas _ - 1 Ret Arse �ad'np Anaa I 9rhlnq'A aaawp Z a ,em°e rolK bro A/q,tl et dew AabGd - cDKRAfL a' CMP ad I . 186.04' / / Vehicle DisPloy a Storage Area I 1 I� oposed Pavement rea 71,096 sq. ft. \ '�•■ 1 / Remove MOnts, Vehicle Display rw � 1 w conmsled w 1 e ds to poscf pnt 1 / -- ei st .o a hreo \ � 1 f / 1 New conmle-else - eoaorm to Protect _-1 ----von--___ 1 ufsfy Pde ; 4.0 ■ \ 'A.wale, man / ■ Propaua I D 1 . / 1 Mditnq Aden on I PHASE III 1 1 PHASE IV I, ra FU7UR �. COURTYARD Sr?. Fla• fe Phose / vroaa " Melt 4RIr aR h.. M,ar 9w - o ✓ 1452111 2J7,754 LL - - 2B22BJxL C 11-Iisl rr a 24U aR 64X 45.IX SJ6l E.i:tnp A'fe eMff/ anau aR Rw r - Is.I.,rsr aR 57,0T9 .R JOaJ89 :L 36$418 .L cwotmarRw, cwrowN sdr."9aaero- Lw a/ to BA 585X 69.JA PROPOSED Atl ep, -e ssPO aR J.—I. 39896 A - Oar- 2B4 ow sf, -i, 702 a L J6.; 716 sf /Ron aen*RMats ARG Na+eror seeA- rzsr a/ (Mfnp WN N Se1w Ror 11.4X -Its 56.M -03Z 690.T cony ( 4 o a< PROPOSEO -SC ,ft-Mq sr>:am Men b-nff - w/rkn- 4eso./ .r/a/ I4w>l a< 7'$900 L f. -14-1 2B4345.1 o..l 3647162f KY @sFRImvA"CA yey,o (_Iol aR/ tot 144l -sr SJ 9l air 69 ac dYw Mina' Sim . IL.r aR PROPOSED MeF craw, - I;rr ar 74900 A 284546 sl J64716 sL aawR m>o— lee. sea, sea- U. aR /44.i 519s 69. 00 SIN AN G PAR1eING; l 11.561 W. R. 1 n •'_ . , , 1 getdt _ I'-, uses cot saes Duff \ / 9 removed ohon, q �e ei F F \ F rw,lolw n Pn-I, ry 1 (� K/Mq - ValriClr. asPl% k towge Neo 1 \ LEGEND _\ existing Po—ent weofeSee 0.1oNa= f ® > \ 1 - .wort C-Mat Pony 0 \ F EWSANG BUILDING Addt'- uto, Pots o, 41,996 sq. ft. PHASE n I,. H,a t x( 1 \ I I New alero"rf Enhy Poole of ens/np 5.400 sg. ft. / \ Sq„ T ®■ en/ronce. Son Shucfwd Nan. obfsd e/7911J or Atrial Ingneenirq /w pare e New / Mai. (See Rprr/nq Non) _nl- '►' II \ p s Pool a nerolian Pant ,won d,ick/Tl/C Entry Pared ar edslnq \W, \ \f Wthq curb -1 Front Yard Lot Coveroae: Project Phosing Schedule JeAW F t C.-ope total F t c-ege Route /7 Barfhff Boy Reee Eakf".p 74eu.R J4M✓xR @sere er );,m aR 762T JJ5l AIeelMed x7vl. J4eet R rave[ 7S sr. 73R o. JO.O.T PHASE / Comp/eta PHASE // R6ntx, 2012 PHASE by I1Llter, 2017 PHASE /V NFnter, 2017 Esrafng /qn! I]{] I p I F .nnvlee. by srth,,ao In Plbu a>e4d ✓hoe 1 rwr 1 4" /n. New /ni.h grace --tr-- Vehicle asp% } a/29/IJ Dy Ar/Man Erpiverilp hr - °O Apo, .nave ,a s,tr /^e t Storage Area usase /+sn:� o -�I Roof t Ex eat- Nmx " Qec 4q.a " C ec BD' !60 i O' TO' ID' 240 w -- DeM,bted wenond -- _ a'"a I H H •n"` °i P,O1O 1 1 1 Bar SCOle 1" = 40' 51' wef/ond bu//er l 1 Vehicle Di lay 1 (Pe, South Budnglon -ang) I }Storage Are0 yP, u �, d 1 Oct2x TOJJ T New enotrw+ o/Ids, d/a o/ 6icoa n9. /ram apace /5 ne 1. space /!4 WC Ol/7d New storm /ne �r-s+= 1 y Par pankng spoce4 no w SOO 1012: 1 ow— New -it-, scone, Me i A \ Sept. l,i; 2011 Revised panPnq spots Pe, cond'hon of W,,ow/ /A✓ 9/IJ/ New Pow+nenf O --- -------- -----'I -- - - - - - - - - - - --------L1._ Au. 5, 20J1 Uoote Plan to re9ecl - - _ _ - _ - _ _ - - - - \ 9 p P comp/slim o/ Pease /, odd 5 spaces /A✓ B/3/� td New landscaped iMand Vehicle Display1 1 to cusfomw d• em l-g p e.. dmeon, oreos no,t of off 1 t Sta eo fw-1 Di I 1 t� Peas/e /frt.,—afwoge d - is/ote north / Po•«nenr Re,nowd 11 I age > k Storogew% G ( rwnree m lost plan. note ;,Imes were p(7 > not src/uded n co props cdcu/orrmsJ ( / O 14e 1 Mc,, 15,, 2007 off busts; padW porkinq. And -Wing _ /A✓ 51761 a,ting pant Z Lg p @! pEXISTING --/staY61006 doled cwge tob/e /A✓ 5/B/t ... Dole raised dsonalmn ClleckM Gore - _ 7 New S40Mar -.ar `_- Design /A✓ Site P/an w + sJtJE 1 + Checked ' e I ' �H of new oi.vrwn(ane RVAO s Stole /"=40' Da, aw �. I�e' AC rolr Shearer Ch e vro/e t Date Aprk ,i 7006 a'AC roe,/n�i' 1 SHELBURNE ROAD (U.S.Route 7) a Project IX7/1r She/bums Rood souls Bur/in ton Ven TO SHELBURNE I I TO BURLINGTOW I " aM — rA.c. warwmon _ .1_r _ ._ _w_��_�_ — ._ ._� _ _. _w_ —, __— — r�'�.crwmoM — — _ _ — — _ — _ —e— — —1 — — w— ✓YRL'BS & Lr4NSING Consulting Engineers, Inc -e-"- -"- -w >64 L/aaie Street Colc/6esfer 4ermonl 05446 � AYE g� PLANNING & ZONING October 30, 2014 Re: #SP-14-57 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Yyymnd i 1. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com I� "al -� south urlinton A► PLANNING & ZONING APPLICATION 8 Administrative Permit Number SP---- (office use onl ) FOR SITE PLAN REVIEW ❑ Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Shearer North, LLC, 1675 Shelburne Rd., So. Burlington, VT, 05403, Phone: 802-658-1111, Fax: 802-651-0239 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Vol. 659, pgs 725-727 3. APPLICANT (Name, mailing address, phone and fax ft Shearer Chevrolet, Inc. 1675 Shelburne Road, So. Burlington, VT, 05403 Phone: 802-658-1111, Fax: 802-651-0239 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Stephanie Hainley, White + Burke Real Estate Investment Advisors, Inc., PO Box 1007, Burlington, VT, 05402-1007; Phone: 802-862-1225 x16, Fax: 802-862-3601 4a. CONTACT EMAIL ADDRESS:: shainley@whiteandburke.com 5. PROJECT STREET ADDRESS: 1675 Shelburne Road, So. Burlington 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-01675-C S7S Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Amendment to previously -approved project. This application proposes to construct two entry portals at the existing doors of the main building. (This was approved by the City of South Burlington on Nov. 12, 2014; a Zoning Permit was never obtained, but the work has been completed.) b. Existing Uses on Property (including description and size of each separate use): Automobile sales, service, body shop & repair. +/-59,896 SF (Phases I & II) c. Proposed Uses on property (include description and size of each new use and existing uses to remain): No changes are proposed from existing approval which: is automobile sales, service & repair; at full build -out of all phases: +/-79,790 SF (including mezzanines) and +/-75,900 SF (excluding mezzanines). d. Total building square footage on property (proposed buildings and existing buildings to remain): See previous response. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): No change from existing approvals. f. Number of residential units (if applicable, new units and existing units to remain): None g. Number of employees (existing and proposed, note office versus non -office employees): Existing: +/-75 full-time (over multiple shifts), Proposed: +/-81 full-time equivalents h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Located in Traffic Overlay Zone and Bartlett Brook Watershed Overlay District. Site Plan Application Form. Rev. 12-2010 8. LOT COVERAGE Please see table on "Site Plan" - Sheet 1. a. Building: Existing % / sq. ft. Proposed % / sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed % / c. Front yard (along each street) Existing % / sq. ft. Proposed % / sq. ft. d. Total area to be disturbed during construction (sq. ft.) * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations) b. Landscaping: c. Other site improvements (please list with cost): $ $100,000 $ This amendment will not alter the previously approved traffic projections. This trip generation is based on the ITE Manual (#841 10. ESTIMATED TRAFFIC New Car Sales Dealership) based on number of employees. This application does not alter projected number of employees. Avg dail a. P.M. Peak hour for entire property (In and out): traffic for entire property: Existing: 2008 ADT Proposed: 2431 ADT No change from current approvals: 7:30 to 8:30 A.M.for arrivals and 11. PEAK HOURS OF OPERATION: drop-offs and 4:30 to 5:30 P.M. for pick-ups and departures. No change from current approvals: business is fairly consistent 12. PEAK DAYS OF OPERATION: weekdays Monday through Friday, perhaps slightly higher on Mondays. 13. ESTIMATED PROJECT COMPLETION DATE: Portal completion: January 2014 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)' regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 1 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. , I hereby certify that all the information requ¢smec� as part of this application has been submitted and is accurate to the best of my knowledge.. ('I I S1 OF PROPERTY OWNER APPLICANT OEM Do not write below this line NT NAME DATE OF SUBMISSION: f REVIEW AUTHORITY: L Development Review Board D Administrative Officer I have reviewed this site plan application and find it to be: �a Compl*'I/Administirative _� Inco Iete Officer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Safe Plan Application Form. Rev. 12-2011 white+ burke REAL ESTATE INVESTMENT ADVISORS Founded w , gg(}. MEMORANDUM TO: City of South Burlington Planning & Zoning From: Stephanie Hainley Date: October 27, 2014 Re: Shearer Chevrolet - Site Plan Amendment for Portals (After -the -fact) The site plan amendment application for two entry portals at the existing doors of the main Shearer Chevrolet dealership building was administratively approved on November 12, 2013. These were subsequently constructed without first obtaining a zoning permit and the approval has since expired. We apologize for this oversight and are submitting an application for site plan approval again, after -the -fact. The portals and new fascia siding were installed with the approved signage. These structures did not enclose any new building area. The portals are internally illuminated and are affixed to the facade as a new architectural element on which the approved signage is attached. Six parking spaces in front of the building were eliminated, as can be seen on Sheet 1 "Site Plan." Specifications for the framing of these portals are provided on Sheet 100 "Chevrolet Portal Framing Plans" and elevations of these portals are depicted on 'Presentation Elevations." Please let us know if you have any questions and thank you for your consideration of this application. 168 Battery St., PO Box 1007 / Burlington, VT 05402-1007 / P: 802.862.1225 / F: 802.862.3601 www.whiteandburke.com white + burke REAL ESTATE INVESTMENT ADVISORS Found(,,d in 1990 MEMORANDUM To: City of South Burlington Planning & Zoning From: Stephanie Hainley Date: October 27, 2014 Re: Shearer Chevrolet - Site Plan Amendment Submission Materials List Resubmission for After -the -Fact Approval s9 Enclosed please find the following site plan amendment application materials for Shearer Chevrolet located at 1675 Shelburne Road: 1) Memo re: "Shearer Chevrolet - Site Plan Amendment for Portals (After -the -fact)," from Stephanie Hainley, and dated October 27, 2014. 2) Application for Site Plan Review - Administrative. 3) Check #16446 dated October 23, 2014 for $223.00 ($140 + $70 (after -the -fact 50%) + $13 recording fee) Site plans from 2013 submission have not changed -- these sheets are not being submitted at this time. 4) Sheet 1 "Site Plan," prepared by Krebs & Lansing, dated April 5, 2006, and most recently revised October 25, 2013. 5) Sheet 100 "Chevrolet Portal Framing Plans," prepared by Artisan Engineer, and dated 8/29/2013. 6) Sheet S 101 'Buick/GMC Portal Framing Plans," prepared by Artisan Engineer, and dated 8/29/2013. 7) "Presentation Elevations," prepared by Truex-Cullins, and dated October 8, 2013. 168 Battery St., PO Box 1007 i Burlington, VT 05402-1007 1 P: 802.862.1225 / F: 802.862.3601 www.whiteaAburke.com October 17, 2013 Shearer North, LLC c/o William Shearer 1675 Shelburne Road So. Burlington, VT 05403 Re: Expiration of #SP-13-59, 1675 Shelburne Road Dear Mr. Shearer: Please be advised that site plan approval #SP-13-59 (copy enclosed) issued to you to amend your site plan at 1675 Shelburne Road on 11/12/13 has expired. This approval expired due to noncompliance with condition #3 of said decision which required that a zoning permit be issued for this site plan amendment within six (6) months of the date of the decision. Therefore, you must resubmit a site plan review application for this project as soon as possible. Should you have any questions, please feel free to contact me. Sin r a and I Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com f��l tl IN 1 f south��x a PLANNING & ZONING November 12, 2013 Re: #SP-13-59 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. :aymond in rel ' 1. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com A,IN Eq �� 11 southburfin ,ton PLANNING & ZONING Permit Number SP- !� Sq - (office use on[35 APPLICATION FOR SITE PLAN REVIEW in Administrative ❑ Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax ft Shearer North, LLC, 1675 Shelburne Rd., So. Burlington, VT, 05403, Phone: 802-658-1111, Fax: 802-651-0239 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Vol. 659, pgs 725-727 3. APPLICANT (Name, mailing address, phone and fax #): Shearer Chevrolet, Inc. 1675 Shelburne Road, So. Burlington, VT, 05403 Phone: 802-658-1111, Fax: 802-651-0239 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Stephanie Hainley, White + Burke Real Estate Investment Advisors, Inc., PO Box 1007, Burlington, VT, 05402-1007; Phone: 802-862-1225 x16, Fax: 802-862-3601 4a. CONTACT EMAIL ADDRESS:: shainley@whiteandburke.com 5. PROJECT STREET ADDRESS: 1675 Shelburne Road, So. Burlington 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-01675-C 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Amendment to previously -approved project. This application proposes to construct two entry portals at the existing doors of the main building. b. Existing Uses on Property (including description and size of each separate use): Automobile sales, service, body shop & repair. +/-59,896 SF (Phases I & II) c. Proposed Uses on property (include description and size of each new use and existing uses to remain): No changes are proposed from existing approval which: is automobile sales, service & repair; at full build -out of all phases: +/-79,790 SF (including mezzanines) and +/-75,900 SF (excluding mezzanines). d. Total building square footage on property (proposed buildings and existing buildings to remain): See previous response. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): No change from existing approvals. f. Number of residential units (if applicable, new units and existing units to remain): None g. Number of employees (existing and proposed, note office versus non -office employees): Existing: +/-75 full-time (over multiple shifts), Proposed: +/-81 full-time equivalents h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Located in Traffic Overlay Zone and Bartlett Brook Watershed Overlay District. Site Plan Application Form. Rev. 12-2010 8. LOT COVERAGE Please see table on "Site Plan" - Sheet 1. a. Building: Existing % / Proposed % / b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / Proposed % / sq. ft. sq. ft. sq. ft. sq. ft. c. Front yard (along each street) Existing % / sq. ft. Proposed % / sq. ft. d. Total area to be disturbed during construction (sq. ft.) * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): b. Landscaping: c. Other site improvements (please list with cost): $ $100,000 This amendment will not alter the previously approved traffic projections. This trip generation is based on the ITE Manual (#841 10. ESTIMATED TRAFFIC New Car Sales Dealership) based on number of employees This application does not alter projected number of employees Avg dail a. P.M. Peak hour for entire property (In and out): traffic for entire property: Existing: 2008 ADT Proposed: 2431 ADT No change from current approvals: 7:30 to 8:30 A.M. for arrivals and 11. PEAK HOURS OF OPERATION:, drop-offs and 4.30 to 5:30 P.M. for pick-ups and departures No change from current approvals: business is fairly consistent 12. PEAK DAYS OF OPERATION: weekdays Monday through Friday, perhaps slightly higher on Mondays 13. ESTIMATED PROJECT COMPLETION DATE: Portal completion: January 2014 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requ s as part of this application has been submitted and is accurate to the best of my knowledge. SI ATU F APPLICANT AIGiNAT OF PROPERTY OWNER P NT NAME Do not write below this line DATE OF SUBMISSION: 0 h ;7 REVIEW AUTHORITY: ❑Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: Complete ❑ Incomplete // //Q- /2' Z 1 Administrative Officer The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 white+ burke REAL ESTATE INVESTMENT ADVISORS Founded in 1990 MEMORANDUM To: City of South Burlington Planning & Zoning From: Stephanie Hainley Date: November 1, 2013 Re: Shearer Chevrolet - Site Plan Amendment Submission Materials List Enclosed please find the following site plan amendment application materials for Shearer Chevrolet located at 1675 Shelburne Road: 1) Memo re: "Shearer Chevrolet - Site Plan Amendment for Portals," from Stephanie Hainley, and dated October 30, 2013. 2) Application for Site Plan Review - Administrative, signed & dated November 1, 2013. 3) Check #16446 dated October 28, 2013 for $153.00 ($140 administrative review fee + $13 recording fee) 4) Sheet 1 "Site Plan," prepared by Krebs & Lansing, dated April 5, 2006, and most recently revised October 25, 2013. 5) Sheet 100 "Chevrolet Portal Framing Plans," prepared by Artisan Engineer, and dated 8/29/2013. 6) Sheet S 101 'Buick/GMC Portal Framing Plans," prepared by Artisan Engineer, and dated 8/29/2013. 7) "Presentation Elevations," prepared by Truex-Cullins, and dated October 8, 2013. 168 Battery St., PO Box 1007 / Burlington, VT 05402-1007 / P: 802.862.1225 / F: 802.862.3601 www.whiteandburke.com white + burke REAL ESTATE INVESTMENT ADVISORS Founded in 1990 MEMORANDUM To: City of South Burlington Planning & Zoning From: Stephanie Hainley Date: October 30, 2013 Re: Shearer Chevrolet - Site Plan Amendment for Portals On behalf of Bill Shearer, we are submitting this site plan amendment application for two entry portals at the existing doors of the main dealership building. The portals will be installed (with the already -approved signage), and new fascia siding will be added. These structures will not enclose any new building area. The portals will be internally illuminated and will be affixed to the facade as a new architectural element on which to attach the newly approved signage. These will result in the elimination of six parking spaces in front of the building, as can be seen on Sheet 1 "Site Plan." Specifications for the framing of these portals are provided on Sheet 100 "Chevrolet Portal Framing Plans" and elevations of these portals are depicted on "Presentation Elevations." Please let us know if you have any questions and thank you for your consideration of this application. 168 Battery St., PO Box 1007 / Burlington, VT 05402-1007 / P: 802.862.1225 / F: 802.862.3601 www.whiteandburke.com RAILROAD TRACKS South Burlington Water Deportment Notes M. south dMAgtm Mbfr Dewort.-I MaY a no116ed of /w,r 48 boon h odwnce to Muf of/ worn E,TIe enrc. ro Ybuaohg hw/ f h IN, ;w Aaf. `Ndmer ' 7(.46N M, S-1h fi /Agton M llw aviwt n/ ~ be N s rmrrcn riB.d A °d-- ro rxor. o d Mm w wofn - - - - _ Ex .i, �c/Ra-er no&*t 14' AaS cd-I RA/[ROAD TRACKS Mo that may e. A,a,w A In;. aroiroa M✓- IBJ J9' 1M Cna'nMoA Nbfr aiefricf Retal ai°rfmn/ a1aN - - - - - - - - - - - - - - 1 Aran won romyerm / the worn +,wt- it the 1 be Aali With A -wit" &—g. o/ tn. wort I 1 <•`A `�; •� 7 _ - - - - - - - _ - _ - _ E isf. 1B' PIS cda-/ 1 /wm of aw had ° I - c'°PX I Bogert Bo G'wM •.. _^~�- Z/9'------_ Mv: 1.74.44' Mv=1BB19' ��� I \\ Raad Namlail 1 /bs swfb Bul6+glw Mbfr D.Pafinenf MOH be [` p;,w ------------- 1 noh6M o/my_v. to /ha n, ice w,rn J/TE \ . r_1 _ r 176.65' �` - - ---.__ _ _,a - - - _ _ _ _ _ _ _ 1 GI" _• _ _ - _ - .w,rd baro copy Nan+r\� Al wore, rooted wok to be p-f-- A oceo dwrce EnilMo sramwoln tl 1 W / pond Mr shewn • (� of le '.joecif/d *, and oemas kv the Msfoaolm mwde/ propel fporhq sformwolr ' 1 o/ 1— /Ass `ld gopurlo+nlces /a• al 4& 1 rand rot mean ° - 1 s#r.m, o„ee ey rn. cna yo- Mmr Qsrr ct. me /n✓+• /B1.%' o'elyda( Prapcf E istAg slarmiHfM fx. SNN Of,-1 o/ w. Bur/hgfm, CdcneNr FM d,h/cf /l, -W _ pwd /ar SAwnw" 11 11 Run /92 J5' and fns Mloge a/.4nMa" 1 u. cnamN t Mbrr a:rrKr Mnd.sd. aevarm.nf Moo be tl y rr•" Rio norrR.e to b. p-.smr w.rmg nslarolpn o/ watnone W ,i 'Par man 1 1 w .- Mg even a p snot ,- a o 1. 5-t �.0 m.eing m t d Mon Mbrr Ci,fnrf. Swfn 6W/nglon Erisf. 5' ADS cdwrf Mbfr Deowtmenr and fne EngMew-. �1wMy�lO' 1� Js'oa ram \v. 11. ADs-Nu I A._ a Parking � Mon /ne rylc. e.NrA = le6BB ® us vor ces C tomer/Emp/oyee king Spa aBnlg storms so t i tery .r Vehicle Oi o e cloro a Areas. of / y 0 � y g Locohon op era;. l swrn ewAgral :lane r%iiir9rssriiiiii 1 1 , �E i,r 11/h cuI 02 `w//UU/U/1� arec env o/ rchang within these preps wet M✓ - leJ o1' / 1 w a� �� I _ Not to scale I \ 1,1 B' AC wfr maM xiib/e9 for evo/v'ng marketing and so/es M 1 conl.Mr pad Planning and Zoning /nformotion $ see defogs. 1 1. 4' qa, /Ae EXISTING PHASE I F� \ 1 1 1 1 / /ryry/p q P'aw rood / A Boor sHoa esy�'b I 1 1 - Vote.* OwnerlApO/icont r0 '/4////�'�•—•-i• +!'ii snnw �rprare .p 1 `cu.e`rr e'r° Ron 1 1 the told prop o/ pass Jwet/and Shearer North, L.L.C. c o HiI Shearer end nnw New MoM rMk 1 1 d'sruMed by this proper is Oss )675 She/borne Rood (Gc!/47/div�li b ence a G \ 11 acres (41.494 S E). 'rat t ° C CA C C° C Y41LY1 :/wage. w9aY II j The total area of ground South Burlington, VT 05403 dirurbanco for Phase t/ construction ; rs gaD s. / Area: Zone: (D J44 ocresJ 11. 10 acres C2 - Commercial i - 1 Lot Coerrooe: rw,wPw,..t i MNwlaw AYf wrehe )wd s4ner. Aryf�e�rs . w:w.,a'm R.f cow.pg. roru I tw Ain A+Fv A,w Arw AeIY/ Art pew Aegis wine roIrRAY a' CMp caner 1 Vehicle Dieplby I 1 1B6.a4' / k Storage Ana 1 1 3 y 000se� d Pavement D p , (A' y tea 71, 096 sq. ft. � Ci 1 \ 1 ■ Vehicle Di pwy / / danfr � A 4lora Mw 1 � --1-----+----- rcL _C�_ 1 Dim-_-T-- - / ■ Propa.11 h / AOOilion I 1 C E PHASE N PHASE III \ 1 FUTUR COURIVARD I 1 PARKINGj� •- 11.561 gig%PANSION . It. l � 1\ E s cmfe Ned b ob fo protect h}oYont New con to pwrofec!ol-I ba✓lads to uRr ad. Ari F,ir ro fe.e M.ww. - el.eM aR fMer spm • oar t(5]9 aE SJ7,7N a/. 7B7.14yaf More / same ar &4M• Mex CmrfrueflMr srwww trtr as 45 Ix E irnq S'f° YI J r rpn f� yea - Itsm of 57,029 af. JGMEJB9 t/ J65,I/8 sL Cm)froaf4n CdMVI. Caren .revs A, - tlJ1 e< 1Q Bl JBSi 69.JJM PROPOSFO AeMrAw - sego of terra! 5.44M I. 'r'�'"u•Tw'r -A—. 194017a/. -1,707 tE J6J716 of Y. nMw MAIs AarA slam of mw r=dr s ore - rases ar Ceffnp urre ob Swrr lox 11.4 x -r.rM ,54,At -am 69.09 AAeF➢/ /. OaR AWPOS MAa•. � N,AIY a/ A w 4.YI a! HAM of 74900 r/ -la- a/ RX546 S/ D r[ J6.A716 r/ RHY aA�wD N Art rrRwau rl1.OX a/ '"dr 0a I-xlgel for Mee -t°r M9; Qi 69 av riw Apy SMw . 17,ratl • [ PRLWOSED eerr %sav - arrm.r Woof a61,546 s1. -W 716 of fx.t strata ac e.. R•er sue. vsro ore 144f 5591 69. Qf Form., urea ew rWe4 buMho /xofiar, buadapp \ 1F7so /I o/exzrMq F F Front Yard Lot Coverage: Project Phasing Schedule F F 1 \ bvadMg ro be _I 1 1 i \ remaw•d M Moss IV 1 - 1VIA rural F r cpl.•aq. rord r r cowo9. Rwre I7 ea/all B.r Rood rw/us S Ic/M9 Vehicle DirA y \ • C/sa 9N 4, $lwbge Area LEGEND existing pa—ent 0cfdtr i I na Aeht 1 EXISTING BUILDING eean°wn 1 1' w O \ r/Hlly P" w F 41,996 sq. ft. \ 1 \ PHASE It 1 e \' e- r Nyxbal xi \ SAGO p. /t. \ Anf OHw 91 Enlry Pwro' d oalw9 1 Sip, I� anfronce. See shuck tar w w 9f- \ \ B/79/IJ 0 Artisan fn n b ter 0. Ewrhs et sees at 7&.?X JJ5l fre.w.rd ts12LA Jt/MU, ttssM., 7JM mar PHASE / Comp/eN PHASE N Nfifrel 1012 PHASE /// lyklrer, 2017 PHASE /V KAfrer, 2017 New Awnnak. (se. UIeHW M-) 30C v r Rbo/ t ♦ P I. ° 70L11 1 \Existing curb cur E.Who Bont 0-0 1 \ E ,I Aow BLkh/CMG En/ry Pafd .1 ersrAq ,p \ 0 IT enfraln. see Slu l d PA- Aafed dT' ' I 1 4• gat /h. 1a' 40 M. 160' 140- New &M area,--IM--- Vehicle Display F B/19/lJ of ArlAran Cnpirewkrg Agrpxerwro p-low"y /are h storage Me° usawx naw.s O O_ -1Roof N El&.O n Plana b c y awAwled w,eaad -- I I H H 'OCk Aaia 1 1 Bar 5ccle 1 • = 40• 50, weRawe buff 1 Vehk:le 01"loy ^� ^'--------_ 1 (pr south d,Mgtw _Ne 1 k Storage Mao 14 ° 1 CtI. 1A 101J 1 Nsw enfr gals, P Nin o new SOG l0 5 N.w slwm /A. ��sr= \ ypot loss of 6 9 spaces. n 12, I ] w 1 knprriws Hr. sad! r sew, /a wes� i � 1 Sept. 1J, 1011 Redsed paFA9 space pr condition of opa-1 1A✓ 9/1J/ - - - _ - - Aug..A 1011 Updole plan fn reflect —pleh n of those r, odd 5 svoces 1A✓ 8/5111 New pos�mMf I - _ -- ------ -_-L � -- \ --- ------ emNo/ee o - - - - - to cuslanr i oMmg, define ore s dengno s No, Awmtcgmd 4M d Vehicle 0( 0 1 1 ✓chicle DisW Y e Stwage Areas. remove islands n-th of e Pownenf (Remo,edJ 11 d Stela"Mm - ! S, Diiwl e-ia 1 Morse N (/ncare o g.7 w lost Nan. note is/ards wet k 1 /ET'0 nor mcawe m cownoge . 1-a ans) OWTMO - t Bxislin9 PO.vmenf (. L ''77 1 \ M y 4•20M pear-, c v-oared obI. londsraonq /AJ 5A11 ■KNI■ existing p7winen1 1 / ... ( Do,. rew Deswetion - engines Dan _ - 7 AV, -- Design /AJ Site Plan Drawn FA/P r I r sine °"n'I Checked OP I r CkW1 of new pe,wlq (nnrn Mar olrsign s r ' / far o/ Snweame Rood) Scale 1 •=4D' Sh e over Ch e V rol e t Dos f.n4aa I�B"A.0 wfr Date bID ra S 06 TO SUELBURNE B"AC wa1rlA�i'i i SHEL8URNE ROAD (U.S. Route 7� TO BURL/NCT 1 Project °"i1t Sne/bume Rood South Burin tan, uer 11"A. C. wrr maA I - - -- - - - - --- �- -,- - _-,-.._..- - - - -11"A. C. wafer rlrokr - - - - - - - - - - - - - - - -,- . JYR>cBS .! LANS/NC Consul&ng A•ngineers, Inc q - - - - - - - _ - I l64 !lain Street Colehesfer, fermonf OS~ f25`r +PS tl23: BE 600^t1g-ag'e un�Es9 o-HE!wise veunen aLL.9-Uws+rtE`00EbNrtb]-age wlEsgaTMEetrv!f.E VEUFiEw 4 GHEVROLET BOTTOM OF SIGN PLAN F!eN^.mv NOZ�:. a. 415+UD5 r+tE'O g^_ boa• Iba-age M!�Esg � EwvSE sr�5�!_O 2 CHEVROLET PORTAL LOW ROOF PLAN *wI.CKS ME •0 9E tWnzSag'o UNLF59 O+4ERwBE geEGFCp � k� s+Lg MtE'o 9E 6LYJ�t61-.g'e urtF� o^✓Bw5E srECmEv 3 CHEVROLET TOP OF PORTAL PLAN Shearer Chevrolet - Buick - GMC - Cadillac 1675 SHELBURNE ROAD li SOUTH BURLINGTON, VT 05403 san A�ti NGINEERING ,ems n.vey Qarys•,re �oJ Ana c ., G5415 A: ti—Enyicar: 49C Pf-Ena neen vec4NLri2R: i 'i rtts prlparel ty a Eng!neer!p ere '' '. of for o•ofle.!ona! earrr!� we eoieiy w:n !e rol.ec era enn! •ar,.m :ne aropany a i. eT copr•�ga�l o-'Pe� �:'.na -e.ee f Neae Gxmerre�m 'p aN leei9n e levelopne�cam�aeler i al.rs�ane to tM1eae en ef�i.�lemw• now!el9emen: ml �i. E,y!�riy..ny �ra,eno+:al ,aa. Islip eurme[e4 w[nw.! yo�iwyl eapor-e :o a�len 9gineeoireyie I Swmrr! _ 7—T—lf—fir «1 1 1 1 1 sq.95 G`` SHEARER CHEVROLET & BUICK/GMC _ ENTRY PORTALS 1675 Shelburne Road South Burlington, VT 05403 CHEVROLET PORTAL FRAMING PLANS Cn«rel ey ivroJec: mea.: S100 - -- ----- - --- -- 11 BUICKIrvMr- PORTAL FOUNDATION PLAN ICK/&MC PORTAL BOTTOM OF 51<5N Shea rer Chemlet - Buick - GM[ - Cadillac 1675 SHELBURNE ROAD SOUTH BURLINGTON VT 05403 A�tisan ENGINEERING V11 M 13�o I. SHEARER CHEVROLET & BUICKIGMC ENTRY PORTALS 1675 Shelburne Road South Burlington, VT 05403 BUICK/GMC PORTAL FRAMING PLANS siol A 8 East Elevation - North 1/81, 1'-01, East Elevation - South Z1/8" 1'_011 � — 1-141- liz( 11 171' truex-.ullins W O R K P L A C E ARCHITECTURE 1, INTERIOR DESIGN ^: TRUE%CULLINS.CGM A B No. Description Date SHEARER CHEVROLET RENOVATION Presentation Elevations Rmien Rumber: A2011019 00 0- 08 M 1OBFR 2013 Drawn by: AL'thO, Chi "b, Checker nolenM— R�VViW- NOT'ORI ONE fRLJ TO', ) sole 1!8 1 -0 .O� VERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED io V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2010 Landowner(s): Shearer North, LLC Permit Number: WW-4-2058-3 c/o William Shearer PIN: EJ97-0045 1675 Shelburne Road South Burlington VT 05403 This permit affects property identified as Town Tax Parcel ID # South Burlington: 1540-01675 referenced in a deed recorded in Book 118 Page(s) 463 of the Land Records in South Burlington, Vermont. This project, consisting of amending Permit#WW-4-2058-2 for Lot #1 to become 12.07 acres with an existing car dealership and autobody shop with no changes in use or to the water supply or wastewater systems served by municipal water supply services and municipal wastewater disposal services and the subdivision of Lot #2 to be 0.03 acres (30' x 50' lease lot) for a telecommunications tower with no employees, or water supplies or wastewater disposal systems located on 1676 Shelburne Road in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. 1.GENERAL 1.1 The project shall be completed as shown on the following plans and/or documents prepared by Louis Hodgetts, P.E./Dubois & King, Inc., with the stamped plans listed as follows: Sheet Number Title Plan Date an Revision Date C-1 Lease Area Subdivision Plan 8/22/2013 1.2 This permit does not relieve the landowner from obtaining all other approvals and permits PRIOR to construction including, but not limited to, those that may be required from the Act 25o District Environmental Commission; the Drinking Water and Groundwater Protection Division; the Watershed Management Division; the Division of Fire Safety; the Vermont Department of Health; the Family Services Division; other State departments; or local officials. 1.3 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall record and index this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.4 All conditions set forth in Permit Number WW-4-2058-2 shall remain in effect except as amended or modified herein. 1.5 This project is approved for the subdivision of a previously approved project to create the lease lot for a telecommunications tower on Lot# 2. Construction of additional nonexempt buildings, including commercial and residential buildings, is not allowed without prior review and approval by the Drinking Water and Groundwater Protection Division and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. No construction is allowed that will cause non-compliance with an existing permit. 1.6 Each purchaser of any portion of the project shall be shown a copy of the Wastewater System and Potable Water Supply Permit and the stamped plan(s), if applicable, prior to conveyance of any portion of the project to that purchaser. Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Water Sup, �ermit WW-4-2058-3 Page 2of2 1.7 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property subject to this permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes, regulations, and permit conditions, including performing an inspection of the wastewater disposal and water supply systems serving the/each structure. 1.8 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with io V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. David K. Mears, Commissioner Department of Environmental Conservation By v e sanne Wyman, Regi al Engineer Dated October u, 2013 , cc South Burlington Planning Commission Louis Hodgetts/Dubois & King Act 25o District Environmental Commission-4C1132 .� VERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED io V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2010 Landowner(s): City of Burlington Permit Number: WW-4-1042-9-R Burlington International Airport PIN: EJ96-0386 12oo Airport Drive #1 South Burlington VT 05403 This permit affects property identified as Town Tax Parcel ID # South Burlington: 2000 0000C referenced in a deed recorded in Book 13 Page(s) 271 of the Land Records in South Burlington, Vermont. This permit is being issued to eliminate Condition # 3.3 in Permit # WW-4-1042-9 and to remove the flow meter reference for the sewage receiving station, served by municipal water supply services and municipal wastewater disposal services located on 12oo Airport Drive #1 in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. 1.1 All conditions set forth in Permit Number WW-4-1042-9 shall remain in effect except as amended or modified herein. This permit specifically eliminates Condition 3.3 of the above referenced permit. 1.2 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall record and index this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of 'any lot subject to the jurisdiction of this permit. 1.3 Each purchaser of any portion of the project shall be shown a copy of the Wastewater System and Potable Water Supply Permit and the stamped plan(s), if applicable, prior to conveyance of any portion of the project to that purchaser. 1.4 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property subject to this permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes, regulations, and permit conditions, including performing an inspection of the wastewater disposal and water supply systems serving the/each structure. 1.5 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with 10 V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. David K. Mears, Commissioner Department of Environmental Conservation By JeAdanne Wyman, Reilonal Engineer Dated September 24, 2013 cc South Burlington Planning Commission Douglas M. Campbell/Stantec Act 25o District Environmental Commission-4Co331 Department of Public Safety, Division of Fire Safety Regional Offices — Barre/EssexJct./Rutland/Springfield/St. Johnsbury Federal Communications Commission Washington, DC 20554 ,LLB �y miss Informational Informational Notice of Section 106 Filings N/A N/A South Burlington Development Review Board 575 Dorset Street South Burlington, VT 05403 The following new Section 106 filing has been submitted: FILE NUMBER: 0005819538 Purpose: New Tower Submission Packet Notification Date: 7AM EST 06/14/2013 Applicant: Verizon Wireless Consultant: EnviroBusiness, Inc. d/b/a EBI Consulting (#61132290) Site Name: South Burlington 4 VT Site Address: 1675 Shelburne Road (61132290) Site Coordinates: 44-25-34.8 N, 073-12-47.8 W City: South Burlington County: CHITTENDEN State: VT Lead SHPO/THPO: Vermont Division for Historic Preservation Consultant Contact Information: Name: Sarah L Graulty Title: Architectural Historian PO Box: Address: 21 B Street City: Burlington State: MA Zip:01803 Phone: (207) 210-2535 Fax: Email: sforrest@ebiconsulting.com Date: 06/ 19/2013 Reference Number: 761390 RECEIVED JUN 2 4 2013 City of So. Burlington NOTICE OF FRAUDULENT USE OF SYSTEM, ABUSE OF PASSWORD AND RELATED MISUSE Use of the Section 106 system is intended to facilitate consultation under Section 106 of the National Historic Preservation Act and may contain information that is confidential, privileged or otherwise protected from disclosure under applicable laws. Any person having access to Section 106 information shall use it only for its intended purpose. Appropriate action will be taken with respect to any misuse of the system. Page 1 of 1 FCC 813 September 2008 white+ burke REAL ESTATE INVESTMENT ADVISORS Founded in 1990 20 Years of Strategic Advice MEMORANDUM TO: South Burlington Planning & Zoning From: Stephanie Hainley Date: September 21, 2011 Re: Shearer Chevrolet - Fulfillment of Condition 3(a) of DRB Approval #SP-11-24 Please find three copies of the revised Site Plan - Sheet 1, revised 9/13/11- and Planting Plan - Sheet 3, revised 9/13/11- to fulfill condition 3(a) of the DRB approval #SP-11-24. These plans are now in compliance with Section 14.06 of the SBLDRs with respect to parking to be located to the front of the building. Please let me know if you have any questions or concerns. Thank you. 168 Battery St., PO Box 1007 / Burlington, VT 05402-1007 1 P: 802.862.1225 / F: 802.862.3601 www.whiteandburke.com AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATERSHED MANAGEMENT DIVISION MAIN BUILDING, SECOND FLOOR ONE NATIONAL LIFE DRIVE MONTPELIER, VERMONT 05620-3522 NOTICE: DRAFT DISCHARGE PERMIT PUBLIC COMMENT PERIOD: November 9, 2012 - December 10, 2012 PERMITTEE INFORMATION PERMITTEE NAME: PERMITTEE ADDRESS: PERMIT NUMBER: PROJECT ID NUMBER: DISCHARGE INFORMATION NATURE: Treated stormwater VOLUME: As necessary William Shearer, Shearer Chevrolet, Inc. 1675 Shelburne Road South Burlington, VT 05403 3003-INDS.R EJ97-0045 RECEIVING WATER: Bartlett Brook EXPIRATION DATE: Five years from issuance date of final permit DESCRIPTION: This is a draft discharge permit proposed for issuance to William Shearer, Shearer Chevrolet, Inc. for the discharge of stormwater runoff from Shearer Chevrolet located on Shelburne Road in South Burlington, Vermont to Bartlett Brook. The means of treatment includes a swale and extended detention basin. TENTATIVE DETERMINATIONS The Secretary has determined that the permitted discharges satisfy Vermont's Anti -Degradation Policy described in the Department of Environmental Conservation's Interim Anti -Degradation Implementation Procedure, because the procedure allows a presumption of compliance for discharges that are in compliance with the Vermont Stormwater Management Manual and any additional best management practices that will be used to control the stormwater discharge as described in Section IX.D.1.d. of the Department's Interim Anti -Degradation Implementation Procedure. The Secretary has also determined that for such discharges that qualify for the presumption under IX.D. Ld, all existing uses of surface waters, and the level of water quality necessary to protect those existing uses will be maintained and protected. The Secretary has determined that if the permittee is in full compliance with all permit conditions, including approved plans, monitoring, reporting and recordkeeping conditions, and is fully implementing stormwater BMPs required by this permit, the permitted discharges will meet the requirements of the Vermont Stormwater Management Manual and qualify for the presumption described in Section IX.D. Ld. of the Department's Interim Anti -Degradation Implementation Procedure and will be presumed to comply with the Vermont Water Quality Standards, including but not limited to § 1-03 (Anti -degradation Policy). FURTHER INFORMATION For information on the application, access to related documents, including the draft permit, the Vermont Water Quality Standards (including § 1-03 Anti -degradation Policy) or the Vermont Stormwater Management Manual, interested persons should contact: Vermont Agency of Natural Resources Department of Environmental Conservation Watershed Management Division Main Building, Second Floor Montpelier, VT 05620-3522 Telephone: 802-828-153 5 Copies, obtained by calling (802) 828-1535, will be made at a cost based upon the current Secretary of State Official Fee Schedule for Copying Public Records from 8:00 a.m. to 4:00 p.m., Monday through Friday. PUBLIC COMMENTS/PUBLIC INFORMATIONAL MEETINGS Written public comments on the proposed permit are invited and must be received on or before the close of business day (7:45 am - 4:30 pm) December 10, 2012, by the Agency of Natural Resources, Department of Environmental Conservation, Watershed Management Division, Stormwater Management Program, Main Building, Second Floor, One National Life Drive, Montpelier, Vermont 05620-3522 or send via email to anr.wsmdstormwatercomments@state.vt.us. If sending by mail, the permit number should appear next to the VANR address on the. envelope and on the first page of any submitted comments. If sending by e-mail, the permit number should appear on the subject line. All comments received by the above date will be considered in formulation of the final determinations. During the notice period, any person may submit a written request to this office for a public informational meeting to consider the proposed permit. The request must state the interest of the party filing such request and the reasons why a meeting is warranted. A public informational meeting will be held if there is a significant public interest (including the filing of requests or petitions for such meeting) in holding such a meeting. RIGHTS TO APPEAL At the conclusion of the public notice period and after consideration of additional information received during the public notice period, the VANR will make a final determination to issue or to deny the permit. Renewable Energy Projects — Right to Appeal to Public Service Board Any appeal of this decision must be filed with the clerk of the Vermont Public Service Board pursuant to 10 V.S.A. §8506 within 30 days of the date of this decision. The appellant must file with the Clerk an original and six copies of its appeal. The appellant shall provide notice of the filing of an appeal in accordance with 10 V.S.A. §8504(c)(2), and shall also serve a copy of the Notice of Appeal on the Vermont Department of Public Service. For information, see the Rules and General orders of the Public Service Board available on line at www.psb.vermont.gov. The address for the Public Service Board is 112 State Street Montpelier, Vermont 05620-2701 (Tel. #802-828-2358). All Other Projects — Right to Appeal to Environmental Court Pursuant to 10 V.S.A. Chapter 220, any appeal of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of the decision. The appellant must attach to the Notice of Appeal the entry fee of $250.00, payable to the state of Vermont. The Notice of Appeal must specify the parties taking the appeal and the statutory provision under which each party claims party status; must designate the act or decision appealed from; must name the Environmental Court; and must be signed by the appellant or their attorney. In addition, the appeal must give the address or location and description of the property, project or facility with which the appeal is concerned and the name of the applicant or any permit involved in the appeal. The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. For further information, see the Vermont Rules for Environmental .Court Proceedings, available on line at www.vermontjudiciary.org. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05641 (Tel. # 802-828-1660). David K. Mears, Commissioner Department of Environmental Conservation � ;,.VERMONT State of Vermont Department of Environmental Conservation Waste Management Division 103 South Main Street/West Building Waterbury, VT 05671-0404 (802) 241-3888 FAX (802) 241-3296 December 30, 2011 BILL SHEARER SHEARER CHEVROLET COMPANY, INC. 1675 SHELBURNE RD. PO Box 566 SOUTH BURLINGTON, VERMONT 05402 AGENCY OF NATURAL RESOURCES RE: Sites Management Activity Complete, Shearer Chevrolet, SMS Site #93-1353 Burlington, Vermont Dear Mr. Shearer: The Sites Management Section (SMS) has reviewed the November 2010 report prepared by Environmental Compliance Services (EC) titled "Shearer Chevrolet Biennial Site Monitoring Fall 2010 Report, 1675 Shelburne Road, South Burlington, Vermont". The SMS also reviewed information contained in the site file and, with respect to the release associated with the replacement of two gasoline underground storage tanks (USTs) in 1992, the 2005 vapor release, and the 2008 removal of the gasoline UST makes the Sites Management Activity Complete (SMAC) determination described further below: • Gasoline contamination was originally discovered during the 1992 replacement of two single -wall USTs with one double -wall tank. Contaminated soil was observed and four groundwater monitor wells were installed. In 2003 four additional monitor wells were installed to define the degree and extent of groundwater contamination. Long term groundwater monitoring was continued. • In April 2005 a sharp increase in MTBE was noted in groundwater and a vapor release was suspected. In tank and enhanced vapor recovery testing was performed in 2005 and 2006 in order to locate the suspected vapor leak. The UST passed these tests within test detection limits. However petroleum odors were observed in the tank interstitial monitoring pipe. The tank top area was paved to minimize surface water infiltration into the UST location as well as prevent surface spills from entering the subsurface. In 2008 gasoline was discovered in the UST interstitial space during routine monitoring. The tank was removed at that time. Slightly elevated volatile organic compounds (VOCs) were measured by a photoionization detector (PID) in most of the excavated area (below 2 parts per million (ppm)). The maximum PID reading of the soil at the UST was 50.5 ppm in the southwest corner of the excavation. Black stained soil was observed. Petroleum odors characteristic of `weathered petroleum' were reported. Based on the new age of the tank and lack of contamination in most of the sand backfill, it was surmised that the contamination was residual from the previous USTs. All contaminated soil was backfilled. No additional investigation was required by the SMS due to the fact that a �f ` monitor well network was already in place. Over Regional Offices - Barre/Essex Jct./Rutland/Springfield/St. Johnsbury- Shearer Chevrolet, SMS Site #93-1353 December 30, 2011 Page 2 of 2 • The existing sampling schedule was continued and showed decreasing groundwater contamination levels following the removal of the last gasoline UST on site. On September 2, 2010, the latest groundwater sampling event, MTBE was detected above the VGES in monitor wells MW-3, -4, and -5, nearest to the former UST. Down gradient monitor wells MW-6 and -7 contained no detectable contamination. These results and past reports showed that site conditions were improving. Although groundwater contamination above the VGES exists, it is not affecting groundwater off site or any substantial distance away from the former UST location, and it is not accessible. In order to manage this low risk for Shearer Chevrolet and future property owners a Notice to Land Records was recorded on October 28, 2011. This notice describes residual contamination on site and was recorded in the South Burlington land records in Book 1035, page 48. • The site and surroundings are on municipal water. The contaminated soil and groundwater are 3 to 6' below ground, under pavement in the former tank area, and not at risk from casual human contact. No other sensitive receptors were reported. • The six remaining groundwater monitoring wells were properly closed to eliminate possible conduits for contaminant migration into the subsurface. Based on the above, the SMS is assigning this site a Site Management Activity Completed designation. This SMAC designation does not release Shearer Chevrolet of any past or future liability associated with petroleum contamination onsite. It does, however, mean that the SMS is not requesting any additional work in response to the contamination discovered during the 1992 UST replacement, 2005 vapor release, and 2008 UST removal at the Shearer Chevrolet property. Please feel free to call with any questions. Sincerely, Chuck Schwer Program Manager, Sites Management Section CC: South Burlington Selectboard South Burlington Health Officer DEC Regional Office (via electronic mail) Elizabeth Erickson, ECS, Inc. (via electronic mail) Regional Offices — Barre/Essex Jet./Rutland/Springfield/St. Johnsbury PLANNING &,',ZONING September 14, 2011 Re: #SP-11-24 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. knre. Bair X4 Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7010 0290 0000 2215 2937 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Ad HIME L50010� south urlineton PLANNING & ZONING Permit Number SP- / / I V - (ofSce use only) APPLICATION FOR SITE PLAN REVIEW ❑ Administrative 8 Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Shearer North, LLC, 1675 Shelburne Rd., So. Burlington, VT, 05403, Phone: 802-658-1111, Fax: 802-651-0239 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Vol. 659, pgs 725-727 3. APPLICANT (Name, mailing address, phone and fax #): Shearer Chevrolet, Inc. 1675 Shelburne Road, So. Burlington, VT, 05403 Phone: 802-658-1111, Fax: 802-651-0239 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): David G. White, White + Burke Real Estate Investment Advisors, Inc., 168 Battery Street, PO Box 1007, Burlington, VT, 05402-1007; Phone: 802-862-1225, Fax: 802-862-3601 4a. CONTACT EMAIL ADDRESS:: dwhite@whiteandburke.com 5. PROJECT STREET ADDRESS: 1675 Shelburne Road, So. Burlington 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-01675-C 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Amendment to previously approved project. This application proposes architectural changes to Phase II addition (previously approved expanded showroom/auto sales area), resulting in 9 new parking spaces and the elimination of a bollard light fixture. This also proposes a planting bed near the entrance; building footprint remains identical. Phases III & IV remain the same, but with extended estimated construction schedule. b. Existing Uses on Property (including description and size of each separate use): Automobile sales, service, body shop & repair. +/-58,086 SF including mezzanines (54,496 SF not including mezzanines). See enclosed table for more detail. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): No changes are proposed from existing approval which: is automobile sales, service & repair; at full build -out of all phases: +/-79,790 SF (including mezzanines) and +/-75,900 SF (excluding mezzanines). d. Total building square footage on property (proposed buildings and existing buildings to remain): See previous response. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Tallest existing building is +/- 25.5'. The revised Phase II addition will be +/-18'. f. Number of residential units (if applicable, new units and existing units to remain): None g. Number of employees (existing and proposed, note office versus non -office employees): Existing: +/-75 full-time (over multiple shifts), Proposed: +/-81 full-time equivalents h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Located in Traffic Overlay Zone and Bartlett Brook Watershed Overlay District. Site Plan Application Form. Rev. 12-2010 8. LOT COVERAGE Please see table on "Site Plan" --Sheet 1. a. Building: Existing % / Proposed % / b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / Proposed % / c. Front yard (along each street) Existing % / Proposed % / d. Total area to be disturbed during construction (sq. ft.) sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES No change from current approvals. a. Building (including interior renovations): b. Landscaping: c. Other site improvements (please list with cost): This amendment will not alter the previously approved traffic projections. This trip generation is based on the ITE Manual (#841 10. ESTIMATED TRAFFIC New Car Sales Dealership) based on number of employees. This application does not alter projected number of employees. Avg daily a. P.M. Peak hour for entire property (In and out): traffic for entire property: Existing: 2008 ADT Proposed: 2431 ADT No change from current approvals: 7:30 to 8:30 A.M. for arrivals and 11. PEAK HOURS OF OPERATION: drop-offs and 4:30 to 5:30 P.M. for pick-ups and departures. No change from current approvals: business is fairly consistent 12. PEAK DAYS OF OPERATION: weekdays Monday through Friday, perhaps slightly higher on Mondays. 13. ESTIMATED PROJECT COMPLETION DATE: Phases It: Winter 2012; PHases III & IV: Winter 2017 14. OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES' (this shall be provided on a separate attached sheet and on pre -stamped and pre - addressed envelopes. The city will add the return address). Not required for Administrative Site Plan Applications S#e Plan Application Form. Rev. 12-2010 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)2 regular size copies and one reduced copy (1 I" x 17") of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. I hereby certify that all the accurate to the betstomy 1 uested as part of this application has been submitted and is ATURE OF APPLICANT . 511 IR Do not write below this line NAME DATE OF SUBMISSION: �( REVIEW AUTHORITY: Lk'Development Review Board ❑ Administrative Officer I have reviewed this site plan application and find it to be: Complete ❑ Administrative Officer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 2 Administrative site plan applications require three (3) regular size copies and one reduced copy (11" x 17") Ste Plan Application Form. Rev. 12-2010 CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD \drb\staffcom ments\201 1 \ SP_11_24_1675ShelburneRd ShearerChevrolet WE DEPARTMENT OF PLANNING & ZONING Report preparation date: August 30, 2011 Plans received: August 18, 2011 SHEARER CHEVROLET PLANNED UNIT DEVELOPMENT SITE PLAN APPLICATION #SP-11-24 Meeting date: September 6, 2011 Owner/Applicant Shearer Chevrolet, Inc. 1675 Shelburne Road South Burlington, VT 05403 Contact Property Information David G. White Tax Parcel 1540 01675 C White & Burke Real Estate Investment Volume 109, Page 487 168 Battery Street, PO Box 1007 Traffic, Bartlett Brook Overlay District Burlington, VT 05402-1007 Commercial 2 District 12.1 Acres CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING PROJECT DESCRIPTION Shearer Chevrolet, Inc., hereafter referred to as the applicant, is seeking site plan approval to amend a previously approved 58,086 GFA auto sales and service building. The amendment consists of revising phase II of a four (4) phase improvement project to include: 1) adding 9 parking spaces, 2) architectural changes to the showroom addition, and adding a planting bed, 1675 Shelburne Road. The proposal was scheduled for review by the Development Review Board on July 5, 2011 and continued so that the applicant may make some revisions to the parking layout. COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Raymond Belair, referred to herein as Staff, have reviewed the plans submitted on August 18, 2011. As the expansion of the development on the site was approved relatively recently, staff has abbreviated comments herein to address only the issues surrounding the proposed amendments. Phase 1 Improvements: The plan submitted is largely based on a phased set of improvements approved by the DRB in 2005. It includes Phase 1 Improvements which have been constructed and are complete. The plans also shows some minor changes (such as removing pavement in some places) as well as the limits of the widening of Shelburne Road, which has been completed since the original approval of the plan to which this proposal was phased. Additional Parking: The applicant is proposing to add 4 new parking spaces to the plan. One (1) of these is located to the front of the building, prohibited in accordance with Section 14.06 of the South Burlington Land Development Regulations (SBLDRs). The plans should be revised to be in compliance with Section 14.06 of the SBLDRs through either removal of this space, or its conversion to handicapped accessible, which is permitted. The space scales to be wide enough for handicap accessibility, but would need to be marked on the plan and ground as such. 1. The plans shall be revised to be in compliance with Section 14.06 of the SBLDRs with respect to parking to be located to the front of the building. Existing Inventory Parking: The plans showing a representation of the vehicle display and storage areas on the plan, shown as fields, rather than with parking lot lines, which did not represent the dynamic nature of the automobile sales displays. Per the note on the plan, the placement of vehicles within the Vehicle Display & Storage Areas is subject to change CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING in order to remain flexible for evolving strategies, provided they remain within the designated fields. Staff finds this acceptable. Stormwater Overlay District: The proposed addition falls below the thresholds for allowable land disturbance within the Stormwater Overlay District. As such, no additional changes are necessary. Phasing: The applicant shall obtain a zoning permit for the first building within six (6) months of the date of this approval. The Development Review Board grants a period of five (5) years for the remaining phases of the proposed development. The applicant may be eligible for an extension of this time, pursuant to the Land Development Regulations in affect at the time of expiration of the aforementioned five year period. RECOMMENDATION Staff recommends that the Development Review Board approve site plan #SP-11-24 subject to the conditional item included above. Respectfully submitted, Cathyan LaRose, AICP, Associate Planner Copy to: Stephanie Hainley, Contact for applicant white+ burke 9, k4t sa, tali .NY 1, atMt:. Na AD �:k ji k`, MEMORANDUM T0: South Burlington Planning & Zoning Development Review Board From: Stephanie Hainley Date: June 17, 2011 UPDATED August 9, 2011 Re: Shearer Chevy - Site Plan Amendment *Please note that this memo has been updated to reflect the plan changes requested by staff to bring the plan into conformance. Please find the attached application for the amendment of the previously -approved expansion at 1675 Shelburne Rd (Shearer Chevrolet). The prior approval permitted four phases of construction. Phase I (the body shop) has been constructed. We are now preparing to proceed to Phase II (the showroom expansion). However, this showroom, originally intended for Hummer, will now be used for other brands. Accordingly, the architecture is being modified as it was previously Hummer -specific. This architectural change eliminated the need for the previously -approved concrete apron around the building, which is being replaced with five customer parking spaces and a display plaza. We are proposing to eliminate a previously -approved bollard light fixture at the showroom entrance as well, as its light contribution was minimal and unnecessary. The full planting plan was approved as part of the original application and conforms to site plan and budget requirements. The only change to that plan as part of this amendment is the addition of a planting bed near the entrance of the Phase II showroom. The total site landscaping is being done in phases; much of it was done in Phase I, some will be completed as part of Phase II, and the remainder in Phases III & IV, as appropriate. We have revised the estimated completion dates for Phases III and IV, now estimated to be completed by 12/31/2017; this is shown on the Site Plan. We have also revised the representation of the vehicle display and storage areas on the plan. This 168 Battery St., PO Box 1007 Burlington, VT 05402-1007 i P: 802.862.1225 F 802.862.3601 www.wluteandburkexom is only a change in the depiction on the site plan; the locations of these areas have not changed from the previous approval. Vehicle display/storage areas are shown as fields, rather than with parking lot lines, which did not represent the dynamic nature of the automobile sales displays. Per the note on the plan, the placement of vehicles within the Vehicle Display & Storage Areas are subject to change and must remain flexible for evolving marketing and sales strategies. We have attached the revised elevations and updated plans for your review. Please don't hesitate to contact me with any questions and we look forward to meeting with you on August 3. Page 2 of 2 white+ burke READ ESTATE INVESTMEM1 ADVSORS MEMORANDUM TO: South Burlington Planning & Zoning From: Stephanie Hainley Date: June 17, 2011 UPDATED August 9, 2011(*) Re: Shearer Chevy - Site Plan Amendment Submission Materials Enclosed please find the following application materials to amend the previously - approved Shearer Chevrolet site plan located at 1675 Shelburne Road: 1) Memo re: "Shearer Chevy - Site Plan Amendment," from Stephanie Hainley, dated June 17, 2011, and updated August 9, 2011. (*) 2) Application for Site Plan Review 3) Abutting Property Owners/Addresses List, dated June 17, 2011. 4) Table "Shearer Chevrolet Site Plan Square Footage" and dated 6/16/2011. 5) Sheet 1 "Site Plan," prepared by Krebs & Lansing, dated 4/5/06, and most recently revised 8/5/11. (*) 6) Sheet 3 "Planting Plan," prepared by SE Group, dated 11/22/02, and most recently revised 8/5/11. (*) 7) Elevations "Addition to Shearer Chevrolet," prepared by Truex-Cullins, and dated July 7, 2011. 168 Battery St_, PO Box 1007 r Burlington, VT 05402-1007 / P, 802.862 1225 f: 802.862.3601 www.whitearidhurke.com i RKeY'NO MAOES ;7 y '-ter_ -------------' i ------------ �r 1� C C C C '. C F G F F t b wmosrd Po.rr ' p p - D ------------- --- 1 D IC, _ . E Ems. F F — — F F G , � �•_•. <......., e ` �I` ••r F eesnlPc bupxc — r^ II SgML E .gip F H H w w , , ro sxcza~ South a..ryLo., ebtr QyOEtTdlt Note! 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SauM frrMgfon Mbir oyorlm.nl -d Ma Engirra. 1 Parkino F 1 ® Custom- JErrlployse Parking Spaces � 1 �• I+ e' A. c wort mph A// other poHwnent striping 11 4' goa /Me shown represents inrontory and \, display or asctual Astro4l m is \\ \ these areas optional end shall be changed of the owners start \ 1 dNectim. 4\ the total area of Coss J "Hand y 11 A 11 11 dbturbed by this project is 0.95 1 acres (41,494 s. f.). aww 11116 sic.! l + Praposea�Pyo-ement \ • 11 ♦ 1 , \ .w. art 1 Areo = 71, 096 It. w. I _ \ ! \ e r , / PAIKID !/• / 1 ■ Proyo..a SO;, ieaa�an I PHASE III ____ _ -- _-_ • 1 PHASE N iUTu I it COURTYARD --- PARKING/1,SeP1ARspft. \♦ 1 \\ b Me Ph.. /V e] \ rwna-V - -� r.holrSN K/nq I 1 LEGEND existing p—t 1-9 I \ Co fra Pwwt 1 \ A 1 \ rra« EX/SANG BUILDING Bu�Cing ;\ ulairr P. w 1 41,996 sq. ft. PHASE 11 spn F\ 1 New /umna . (5.1 LrghlMy P1o,J W � "a \ ti " 70l \ 1 E isfiny "Ohl D'0 •' O4 I I ry� R mf, aer wCuf 1 ❑ I ML—n.ssf _ e 11 jawrla t 1 rpp-a.Nnate Proprly LMr ---- "a'o° 1 rw•a / / r \ ae/M.or.d w.t/one --______ � G /� I \� 'r (Pr Sauln Burinq/m rmMpJ 1 i i I _ New storm /Mr warm N- sanitary sr.er LMe 9 Ramow ..4. pa \ 005TM0 DIe LA PARKING I -cur pith r I ____-_ mat_ ______________________ ads ro pwnor Igaar ufefy Ro'4 'B'A.0 -/«moire MxAFMm a 8555 AQ.R. Location Mao Not to scale P/onning and Zoning Information OwnerlAnolicont Shearer North, L.L.C. c% WIliam Shearer 1675 Shelburne Road South Burlington, Vr 05403 Area: Zone- 12. 10 acres C2 - Commerciot Lot cowaae.' rorr /saws wwA.w Fw A.+er/ rar,v NN tbew:a - .. I MrA roN a L•I Arw A44rra Ant Arw AY/ Ara oa-' A—p • .irllraae,..p mlewA6E EY/57AW. ton r wa'Oy s1g0- oat 411529,1 757.7s4 At 767,7GSaf lsw.r t... at 84X aIx S.16.f pNAY / rot 1P • / N.. aei shro- Item a/ !MI P Itsm ✓. 57.07a a L ;•'.r" Ja ".f. =135.1 M%4/6a1. A aRFRlarll AEA t w,�,��� sa. rsu aR �raY.a t4s !seal ra�S+it" 5e5.i /SBR 6AJff PROPOSED - .carat Aam4n - Shp aR tr7 aR 5Re96 Al r,-ar -w-am=i rarity yawl. a. rr. 294017.f. -17021f X-X 16 -f IwMPE1 A(W aaeRNggl MC vtox.R Mw twr Aq. - Itam at Ra l 114 .E -r'rr 595W -a" 6Aaf [dIIM uas a Sir PROPOSf0 9rrMp - ItJ1I sI A - asm.R is ram. aR 7Ja/. -tarn! is 264518 sl 0 Of.. JMX716 s1 wwsl a fW... vtm../ .rl r-w,riu ,o: ra4 .s 144 -tar ,S,1ys as eAas x�. eroy vsm aR PROPOSED ebr, ewwr - ay.m aR 7x9a0 al 266546 a JIM716 At rrYlf tzar ae FY-1wb'ar.w. Itsm aR Ia1.� JJRX esar 1 y \ \ w� \ Cwanew entrance \Existing curb -t \ "\ I� 4' go. /h. \ Relno- "'Wing 1 Pavement, sow _ 1 cut joint 1 1 \ Front Yard Lot Coverage: T rd F I cowopa rota rrwnt cow*" Rauh n fawmi Lby Rood /Nr 6,aV /rwA /AN Mw ns+� ENfrp xev. it rafMV R Ora aR P5lTI aR 762E .lufST M��d J14Ml i/ 7a1r aR 7J:5.f JR OAr Project Phosing Schedule PHASE / Complete PHASE // IMWer, 2012 PHASE N Mavtei 2017 PHASE /V Minter, 2017 0' 20' 40' 80' 160' 240' Bor scale 1- = 40' 1 M I aela 6 zaae Pnoaa a adoraa IA.6/ m xi m o 1 I e is in P y d rag: COn 9. / cv reveled IA✓ 10 AA I I Ara 1oa5 diet.- cow /abb A.5 / soh rowed osacrdron cnxree ooh - - Design lA✓ Site Plan r 1 Drown FMP r I r r s r Checked I r Liaf aI rear pa %, (sam mor *wP, s of .9.0— R 0 a.. � Sc*" 1=40' Shearer Ch e vrol e t TO Dab �P a zoo6.x zoas B Ac warns✓ SHELBURNE ROAD (U.S. Route 7) ro BURL/Ncr 1 Project 00124 sl'elbu— Road soum euF/,n tan ar, SHELBURNE I /1"A.0 rofr maN.-.._._w-.-.._ ��es'lfing e05446c. _w_ _ - _ - - - - _ - -____ -_-_w- - - __-____ _r_- _I6!/asn Street! Colchester le"nontq I c-Ke q s'at \en- 279' ,..., 1-PGa 1-PGb 1 8 7 1-PGa 1-PGa 1-PGa 1-PGa yuwrm' 1-P2-PGa 2-PGb 1-PGb 1-PGb- ,�°�11 1-PGb 1-PGa _ 1-PGa M"-R cNMEENNNEEE 2-PGa 1-PGb b 2-PGa 1-PG b 1-PGa 1-PGb 18-PGa 6A11BWlyplalMaMl 6-GT ---r -8JP -. P KI G EXISTING BUILDING 41,996sq.R E-k\ q ®A\ \moe PHASE'I BODY SHOP 00 \'N1e, 1aPd ec h \Me e\ v h\ \e a\moge. -Ex/etlny eHryrsen - rtMude da+y tacaW I 1 1 1 1 1 1 1 1. . ---" 7-AF 1 \ °e 1-UA amP� 1 " Bale keot ' u oe,ror . - 11 Q i 5-UA '� 10-11, 1 1 o A44Kfon PHASE II I 6.400 w• ft.. -15SJ 15-HS 8-CA � ,°*' 5-Si SHS 7-JP _ 7 6-JP / 1 SURROUNDING SOIL SHOULD NOT EXCEED 80 % COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED SOILS ARE PRESENT NYLON STRAP WITH 3/4" GROMMETS, REFER TO SPECIFICATIONS FASTEN WIRE BELOW POINT OF MAJOR BRANCHING OR TO MAJOR OUTSIDE TRUNK. 2 J" HARDWOOD STAKES. ALIGN---------- STAKES PARALLEL W/ ROAD/ WALKS OR PARALLEL W/ DIRECTION OF PREVAILING WIND, REFER TO TREE STAKING DETAIL TEMPORARY WATERING BASIN NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. DECIDUOUS TREE TOP OF ROOTBALL, ROOT FLARE SHOULD BE EVIDENT. IF ROOT FLARE IS NOT EVIDENT, THEN SCRAPE OFF THE TOP LAYER OF SOIL BUILD UP ON TOP OF ROOTBALL FROM NURSERY. ---- 2" HEMLOCK BARK MULCH REMOVE TOP HALF OF WIRE CAGE CUT AND REMOVE BURLAP FROM ROOTBALL BACKFILL MIX FOR TREE PLANTING BEDS, REFER TO SPECIFICATIONS 02916 SOIL PREPARATION -- ---- FINISH GRADE TRANSITION TO UNDISTURBED GRADE - —_ UNDISTURBED GRADE - .III -III I EXCAVATE ONLY TO SPECIFIED 18" 18" PLANTING DEPTH TO ENSURE STABLE BASE 3 TIMES THE DIAMETER OF THE ROOT BALL �A1 TREE PLANTING SCALE I/4"=P-0"-PLANT SPACING p-decldtree.dwg PLANT CENTER PLANT ROW ALL EQUAL OR AS SHOWN ON PLANTING PLAN NUMSEROF SPACINGn ROW'A' PLANTSBO FT S'O.C. S1.B8' 0.04 4'G.C. 41.EY D.W 3S"O.C. 31.20' 0.12 30.O.C. 26.00' 0.19 24. O.C. 20.7w 0.28 NOTE: I.QUANTRY OFSHRUBSANDSPACMD. AS NOTED IN PLANTING SCHEDULE. 2. CONTINUOUS PLANTING PITS FILED WITH PtANTING MW PER THE DEPTH AS NOTED N THE SPECIFICATIONS G REQUIRED. FINISH GRADE MULCH, AS SPECIFIED SHRUB ROOTBALL CONTINUOUS PLANTING PIT FILLED WITH PLANTING MIX REFER TO SPECIFICATIONS 02916 SOIL PREPARATION SUB GRADE ' \ ExtaDir, .AF \\ B SHRUB PLANTING SCALE: 1/2" = 1'-0" 1 KEY BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS y. 1 TREES: \ AF Acer ruDrum K freemanil'Autumn Blaze' Autumn Blaze Maple 14 2-2'rS' Cal. BBB, Single Stem, 6' Branching Haight �\( 1 GT Gledbia triacanthos 'Shademastee Shademaster Honeylocust 6 2.217a" Cal. B&B, Single Stem, 6' Branching HeighL UA Ulmus amedcana'Pdnceton' Princeton Elm 6 2.214" Cal. BBB, Single Stem, 6Branching Height. PGa Plcea giauca White Spruce 16 8.10' B&B, Full PGb Plcea glance White Spruce 12 64 B&B, Full V SHRUBS. JP RD Junlpems •'Pfltradana' Sea Green Juniper 69 Rododendron PJM Hybrid PJM Rhododendron 1 24.30" 18-24" C.G., Plant 48" o.c. C.G., Full - - - - _ - - _ Si SPIreea I PonIca Shlrobana Japanese SPIrea 10 3Gal. C.G. Plant 36.... " — - - - - I- - • - - - - _ PERENNIALS: .r - CA Calamagrostls acuti6ora stdcta Feather Reed Grass 8 2 Gel. C.G., Plant 24" o.c. ` EXISTING TREES - - - - - - - - - - - - - - L aewnw /4u', more„p, - - EXISTING TREES / '" HS NOTES Hemerocallis Stella d'oro Stella d'oro Dayllly 30 1 Gel. C.G., Plant 18" o.c. 1. CONTRACTOR IS RESPONSIBLE TO SEED ALL DISTURBED AREAS ACCORDING TO THE SPECIFICATIONS. - - 2. REFER TO DRAWING 83 FOR PLANT MATERIAL INSTALLATION DETAILS. - - - - - TOSHELBURNE - -� SHELBURNE ROAD (U.S. Route 7) TO BURL/NOTION a.x----------au---------------------------------- __---------------- r0 pTJC FAO DO. revised.061611 Oexcription: Phone l/ Updat- I Checked Dole Design MKw Plan ting Plan Drown Checked SE GROUP scale =4O Sh e arer Ch e vrole t planning & design Data 11.2202 ISAconesr su«I Project 02" Shelburne Rood South Buy/n tan, m a„snsron, vr,,,,o„rusael ,.:�. P—aarz>seanlsx trRRB,S" f LANXZYW Consulting T•ngineers, Inc. r..: Isozls4s-uao J64 Alain Xtreet, Colchester, Aermont 05446ir: Z N I East - Presentation North - Presentation 1/8'. = 1'-0. Addition to Shearer Chevrolet Elevations truer.ullins W O R K P L A C E July 7,2011 j Page 1 of 1 ray From: Stephanie Hainley [shainley@whiteandburke.com] Sent: Friday, July 15, 2011 2:30 PM To: ray Subject: Shearer Chevy - Continuation request Y Ray, We would like to request the continuation of our Site Plan application review of the Shearer Chevy site due to some inconsistencies and inaccuracies discovered in the submitted site plan. Per my conversation with Cathyann, we will submit a revised plan (and likely a revised memo) by next Friday, 7/22 to be heard at the DRB meeting of 8/3. Many thanks for your patience and assistance, Stephanie AN White + Burke Real Estate Investment Advisors, Inc. Founded 1990 - Celebrating 20 Years of Strategic Advice Stephanie T. Hainley Project Manager PO Box 1007 168 Battery Street Burlington, VT 05402-1007 P: 802-862-1225 x16 F: 802-862-3601 www.whiteandburke.com 7/15/2011 �J white+ Burke REAL L.STATL INVESTMENT ADVISORS Founded in 1990 20 Years of Strategic Advice MEMORANDUM To: South Burlington Planning & Zoning From: Stephanie Hainley Date: June 17, 2011 Re: Shearer Chevy - Site Plan Amendment Submission Materials Enclosed please find the following application materials to amend the previously - approved Shearer Chevrolet site plan located at 1675 Shelburne Road: 1) Memo re: "Shearer Chevy - Site Plan Amendment," from Stephanie Hainley, and dated June 17, 2011. 2) Application for Site Plan Review 3) Abutting Property Owners/Addresses List, dated June 17, 2011. 4) Table "Shearer Chevrolet Site Plan Square Footage" and dated 6/16/2011. 5) Sheet 1 "Site Plan," prepared by Krebs & Lansing, and dated 6/16/11. 6) Sheet 3 "Planting Plan," prepared by SE Group, and dated 6/16/11. 7) Elevations "Addition to Shearer Chevrolet," prepared by Truex-Cullins. 168 Battery St., PO Box 1007 Burlington, VT 05402-1007 0 P: 802.862.1225 6 F: 802.862.3601 www.whiteandburke.com W_� white + bu rke RiA1 ESTATE. INVESTMLNT AUVISORS Foonde:d io 1990 20 Years of Strategic Advice MEMORANDUM To: South Burlington Planning & Zoning Development Review Board From: Stephanie Hainley Date: June 17, 2011 Re: Shearer Chevy - Site Plan Amendment Please find the attached application for the amendment of the previously -approved expansion at 1675 Shelburne Rd (Shearer Chevrolet). The prior approval permitted four phases of construction. Phase I (the body shop) has been constructed. We are now preparing to proceed to Phase II (the showroom expansion). However, this showroom, originally intended for Hummer, will now be used for other brands. Accordingly, the architecture is being modified as it was previously Hummer -specific. This architectural change eliminated the need for the previously -approved concrete apron around the building, which is being replaced with nine customer parking spaces. We are proposing to eliminate a previously -approved bollard light fixture at the showroom entrance as well, as its light contribution was minimal and unnecessary. The full planting plan was approved as part of the original application and conforms to site plan and budget requirements. The only change to that plan as part of this amendment is the addition of a planting bed near the entrance of the Phase II showroom. The total site landscaping is being done in phases; much of it was done in Phase I, some will be completed as part of Phase II, and the remainder in Phases III & IV, as appropriate. We have revised the estimated completion dates for Phases III and IV, now estimated to be completed by 12/31/2017; this is shown on the Site Plan. We have attached the revised elevations and updated plans for your review. Please don't hesitate to contact me with any questions and we look forward to meeting with you on July 19! 168 Battery St., PO Box 1007 1 Burlington, VT 05402-1007 / P: 802.862.1225 / F: 802.862.3601 www.whiteandburke.com Shearer Chevrolet Site Plan Square Footage 6/16/2011 Structures Existing (Including mezzanines) Existing (Excluding mezzanines) Current Permits (Including mezzanines) Current Permits (Excluding mezzanines) Main Building Footprint 41,996 41,996 41,996 41,996 Parts Mezzanine 1,950 0 1,950 0 Prep Mezzanine 650 0 650 0 Phase II Phase III Phase IV Demo in Phase IV 0 0 5,400 5,400 4,650 0 0 4,650 0 0 _ 11,561 0 (207) 11,561 0 (207) Total Main Building 44,596 41,996 66,000 1 63,400 Body Shop Phase 1 Footprint _ Parts Mezzanine 12,500 990 12,500 12,500 990 1 12,500 1 0 1 0 Total Body Shop 13,490 12,500 13,490 12,500 Total Site Square Footage 58,086 64,496 79,490 75,900 Note: No changes to approved square footage are proposed as part of this application. SHEARER CHEVROLET South Burlington, Vermont Abutting Property Owners/Addresses June 17, 2011 Kurt V. and Laura M. Reichelt Trustees KV Reichelt Rev. Trust 163 Pearl Street Essex Jct. 05452 Tax ID: 1540-01690 L Oil #2 LLC 1233 Shelburne Road, Ste. E4 South Burlington, VT, 05403 Tax ID: 1540-01691 L New England Central Railroad 2 Federal Street, Suite 201 St. Albans, VT 05478 Tax ID: 0 1610-000 10 L Chauncy E. and Mary S. Burns 2 Twin Brook Court South Burlington, VT 05403 Tax ID: 1730-00002 R Jonathan and Marlene Tibbetts 2 South Beach Road South Burlington, VT 05403 Tax ID: 1610-00002 L City of South Burlington 575 Dorset St. South Burlington, VT 05403 Tax ID: 0130-00015 N Millicent C. Lash, Trustee Millicent C. Lash Trust 1515 Shelburne Road South Burlington, VT 05403 Tax ID: 1540-01515 C Antonio B. Pomerleau, LLC 69 College Street PO Box 6 Burlington, VT 05402-0006 Tax ID: 0130-00005 C Tax ID: 1540-01525 C MDT Partnership 1650 Shelburne Road South Burlington, VT 05403 Tax ID: 1540-1650 C Barbara Leslie 2369 Kronprindsens Gade St. Thomas, VI, 00802-6252 Tax ID: 1610-00018 R Erwin and Ramona Waibel 1 Twin Brook Court South Burlington, VT 05403 Tax ID: 1730-00001 R Jeremy and Mari Siegrest-Jones 1 South Beach Road South Burlington, VT 05403 Tax ID: 1610-00001 R The Heritage Automotive Group, Inc. 1580 Shelburne Rd. South Burlington, VT 05403 Tax ID: 1540-01620 C white + burke KIAL LSIAa I INVLSJhiLh11 ADViSGkS Founded in 1,990 20 Years of Strategic Advice MEMORANDUM TO: Ray Belair From: David G. White Date: June 16, 2011 Re: Shearer Chevrolet Sketch Plan Review Please find the attached application for the amendment of the previous approval for expansion at 1675 Shelburne Rd (Shearer Chevrolet). The prior approval permitted four phases of construction. Phase I (the body shop) has been constructed. We are now preparing to proceed to Phase II (the showroom expansion). However, this showroom, originally intended for Hummer, will now be used for other brands. Accordingly, the architecture is being modified as it was previously Hummer -specific. Otherwise, all other aspects of the plan remain the same. As such, we would like to amend the previous approval to account for the change in exterior appearance. For your information we have revised the estimated completion dates for Phases III and IV now estimated to be completed by 12/31/2017. Attached for your reference, you'll find Plan Sheet 1, last revised October 6, 2006 which was approved in 2006. Everything on this plan remains identical. Please don't hesitate to contact me with any questions. Thanks! 168 Battery St., PO Box 1007 / Burlington, VT 05402-1007 / P: 802.862.1225 F: 802.862.3601 www.whiteandburke.com Shearer Chevrolet Site Plan Square Footage 6/16/2011 Current Current Existing Existing Structures (Including (Excluding Permits Permits mezzanines) mezzanines) (Including (Excluding mezzanines) mezzanines) Main Building Footprint 41,996 41,996 41,996 41,996 Parts Mezzanine 1,950 0 1,950 I 0 Prep Mezzanine 650 0 650 ! 0 Phase II 0 0 5,400 5,400 Phase III 0 0 4,650 4,650 Phase IV 0 _ 0 11,561 11,561 Demo in Phase IV 0 0 (207) (207) Total Main Building 44,596 41,996 66,000 1 63,400 Body Shop Phase I Footprint - - - 12,500 - --- - - 12,500 - - - 12,500 - 12,500 - Parts Mezzanine- 990 0 990 0 Total Body Shop 13,490 12,500 13,490 12,500 Total Site Square Footage 58,086 54,496 79,490 75,900 Note: No changes to approved square footage are proposed as part of this application. SHEARER CHEVROLET South Burlington, Vermont Abutting Property Owners/Addresses June 17, 2011 Kurt V. and Laura M. Reichelt Trustees KV Reichelt Rev. Trust 163 Pearl Street Essex Jct. 05452 Tax ID: 1540-01690 L Mac #2 Holdings LLC 1233 Shelburne Road, Ste. E4 South Burlington, VT 05403 Tax ID: 1540-01691 L New England Central Railroad 2 Federal Street, Suite 201 St. Albans, VT 05478 Tax ID: 01610-00010 L Chauncy E. and Mary S. Burns 2 Twin Brook Court South Burlington, VT 05403 Tax ID: 1730-00002 R Jonathan and Marlene Tibbetts 2 South Beach Road South Burlington, VT 05403 Tax ID: 1610-00002 L City of South Burlington 575 Dorset St. South Burlington, VT 05403 Tax ID: 0130-00015 N Millicent C. Lash, Trustee Millicent C. Lash Trust 1515 Shelburne Road South Burlington, VT 05403 Tax ID: 1540-01515 C Antonio B. Pomerleau, LLC 69 College Street PO Box 6 Burlington, VT 05402-0006 Tax ID: 0130-00005 C Tax ID: 1540-01525 C MDT Partnership 1650 Shelburne Road South Burlington, VT 05403 Tax ID: 1540-1650 C Barbara Leslie 2369 Kronprindsens Gade St. Thomas, VI, 00802-6252 Tax ID: 1610-00018 R Erwin and Ramona Waibel 1 Twin Brook Court South Burlington, VT 05403 Tax ID: 1730-00001 R Jeremy and Mari Siegrest-Jones 1 South Beach Road South Burlington, VT 05403 Tax ID: 1610-00001 R The Heritage Automotive Group, Inc. 1580 Shelburne Rd. South Burlington, VT 05403 Tax ID: 1540-01620 C E July 29, 2011 Terrence McLoughlin, CPA Vice President and CFO Shearer Chevrolet Co., Inc. P.O. Box 566 Burlington, VT 05402-0566 Re: Authorization for Release of Escrow Account — 4 Bartlett Bay Road Please be advised that the City of South Burlington hereby authorizes the release of the above referenced Escrow Account at T.D. Banknorth, N.A. required for landscaping improvements pursuant to the terms therein. The Escrow was for a total amount of $29,800. Should you have any questions, please feel free to contact us. Sincerely, Z��L Donna Kinville City Clerk/ Treasurer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846,4101 www.sburl.com south >' P L ANN ING & Z O N I N G MEMORANDUM TO: Donna Kinville, City Clerk / Treasurer or FROM: Raymond J. Belair, Administrative Officer 'r DATE: July 29, 2011 SUBJECT: Release of Escrow — 4 Bartlett Bay Road The applicant's request for the release of the above -listed has been reviewed for the following project: Body Shop (ZP-06-402). The original amount of the surety was: $ 29,800] The surety is presently: $ 29,800 Based upon our analysis, the applicant has met the conditions of the city and has qualified for the release of this surety. Please complete and sign the enclosed form authorizing the financial institution to release the funds in Escrow. S75 Dorset Street South Burlington, VT 05403 tel 802,846.4106 fax 802.846.4101 www.sbdrl.com Shearer Chevrolet Co., Inc. P. O. Box 566 0 Burlington, VT 05402 • (802)-651-0226 0 Fax: (802)-651-0239 June 15, 2011 Mr. Raymond Belair South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Re: Site Plan Escrow Agreement Dear Mr. Belair: Shearer Chevrolet Co., Inc. has fulfilled its obligations under the enclosed Site Plan Escrow Agreement dated October 27, 2006.1 ask that Municipality inspect and approve the construction of all the improvements required by the agreement and issued written notice to the Developer that the construction is complete. Please feel free to contact me if you need any additional information to complete this escrow agreement. Sincerely, Terre ce J. McLoughlin, CPA Vice President and CFO SITE PLAN ESCROW AGREEMENT T IS AGRE MENT, executed in triplicate by and between ���� ' (V t��� hereinafter referred to as "Developer", the CITY OF SOUTN BURLINGTON, hereinafter referred to as "Municipality", and the '� tS�.,L< �' �;�., hereinafter referred to as "Bank". WITNESSETH: WHEREAS, Developer has received site plan approval from the MUNICIPALITY'S Dev iopmejit Review Board for the development of property located attG>� t��."�a, �5�.;,�� i as depicted on a site plan entitled " dated and prepared by s 4, L WHEREAS, Developer is required by said approval, at its own expense, to complete certain improvements; and WHEREAS, the parties to this Agreement wish to establish an escrow account to secure the obligations of the Developer as set forth in the City approval; and WHEREAS, the Bank executes this Agreement solely in the capacity of escrow agent. NOW THEREFORE, the parties hereby covenant and agree as follows: DEVELOPER will, at its own expense, complete the following construction as depicted and in accordance with the specifications set forth in said site plan and related documents: f 2. The Developer shall complete the improvements set forth in Paragraph one no later than //Jc 3 -7 3. DEVELOPER shall replace or repair any defective or improper work or materials which may be recognized within three (3) years after completion of the improvements set forth in Paragraph one. For the purpose of this Agreement "completion shall be deemed to have occurred when the MUNICIPALITY has inspected and approved the construction of all the improvements required by this Agreement and issued written notice to the DEVELOPER that the construction is complete. 4. For the guaranty of Developer's performance of all requirements herinabove set forth, and prior to the issuance of any zoning permit for �►�N ` pr` �; , Developer and Bank agree that the sum of shall be set aside and held in escrow by the Bank and shall be available for payment to the Municipality in accordance with the terms herein set forth. 5. If the Municipality shall file with the Bank a statement that the Developer is in the judgement of Municipality in default under the terms of this Agreement, the Bank shall from time to time pay monies from said escrow fund to the Municipality, in amounts not to exceed a total enabling the Municipality to complete improvements and requirements set forth in this Agreement. 6. The Municipality will promptly submit to the Developer a copy of such statement as it files with the Bank. The consent of the developer to such payment by the Bank to the Municipality shall not be required. The Bank shall incur no liability to the Developer on account of making such payment to the Municipality , nor shall the Bank be required to inquire into the propriety of any claim by the Municipality of default on the part of the Developer or into the use of such funds by the Municipality in completing such improvements. 7. The Municipality shall not file with the Bank a statement of default until thirty (30) days after notice has been sent by it to the Developer by certified mail, return receipt requested, setting forth its intention to do so. 8. All monies released by the Bank to the Municipality pursuant to paragraph five (5) shall be used by the Municipality solely for the purpose of performing obligations imposed upon the Developer by that portion of this Agreement upon which the Developer is then in default. Any work to be performed by the Municipality pursuant hereto shall be let on a contractual basis, or on a time and material basis or shall be performed by the Municipality with its own work force and equipment or shall be accomplished in such a manner as in the judgement of the Municipality shall accomplish the work most expeditiously and economically. 9. If monies are released by the Bank to the Municipality pursuant to paragraph five (5) and it shall later develop that a portion of the released monies are surplus to the Municipality's needs, any such surplus shall be refunded by the Municipality to the Bank to be held and distributed by the Bank pursuant to the terms of this Agreement. 10. The Bank will not refuse or delay to make such payments to the Municipality when requested by the Municipality by the appropriate statement, and Developer will not interfere with or hinder such payments by the Bank to the Municipality. Said statement shall contain a certificate of compliance with the notice requirements of paragraph seven (7) of this agreement. 11.This agreement shall terminate and shall be of no force or effect upon performance of all requirements contemplated hereby, and the completion of the warranty period set forth in paragraph three (3). 12.The sum of <a`1, Wes: shall be maintained in escrow until certification to the Bank by the Municipality of the completion of the warranty period set forth in paragraph three (3). 13.This agreement shall not only be binding upon the parties hereto, but also their respective heirs, executers, administrators, successors, and assigns. Dated at this day of d-Irt, 20 L.'- �XV4---4 Witness By: i` G r�S Witness Duly Aut orized Agent (DEVELOPER'S NAME) Dated at _ this day of 9 By: Witness Dated at O c-k-b b , -- this day of i -�L" 12066 . Witness c D iL Duly Aut ized Agent CITY OF SOUTH BURLINGTON By: itness Duly Au orized Agent (NAME OF BANK - 3rd PARTY) SITE PLAN ESCROW AGREEMENT T IS AGREEMENT, executed in triplicate by and between ,< `'_� g' C., tuhG hereinafter referred to as "Developer", the CITY OF SOUTBURLINGTON, f ereinafter referred to as "Municipality", and the i^. ( ,, ,, IL j.,A hereinafter referred to as "Bank". WITNESSETH: WHEREAS, Developer has received site plan approval from the MUNICIPALITY'S Developmept Review Board for the development of property located at /' ( ' '� `' S� . I_�w,. ( �,' i as depicted on a site plan entitled " dated and prepared by J' e- s .i- L, �a WHEREAS, Developer is required by said approval, at its own expense, to complete certain improvements; and WHEREAS, the parties to this Agreement wish to establish an escrow account to secure the obligations of the Developer as set forth in the City approval; and WHEREAS, the Bank executes this Agreement solely in the capacity of escrow agent. NOW THEREFORE, the parties hereby covenant and agree as follows: 1. DEVELOPER will, at its own expense, complete the following construction as depicted and in accordance with the specifications set forth in said site plan and related documents: 2. The Developer shall co4mplete the improvements set forth in Paragraph one no later than �.Jc ��- 3. DEVELOPER shall replace or repair any defective or improper work or 1'Y�ateerials A^lh,ch may be recognized within three (3) years after completion of the improvements set forth in Paragraph one. For the purpose of this Agreement "completion shall be deemed to have occurred when the MUNICIPALITY has inspected and approved the construction of all the improvements required by this Agreement and issued written notice to the DEVELOPER that the construction is complete. 4. For the guaranty of Developer's performance of all requirements herinabove set forth, and prior to the issuance of any zoning permit for 1 �Z t,. `` : r `` = , Developer and Bank agree that the sum ofshall be set aside and held in escrow by the Bank and shall be available for payment to the Municipality in accordance with the terms herein set forth. 5. if the Municipality shall file with the Bank a statement that the Developer is in the judgement of Municipality in default under the terms of this Agreement, the Bank shall from time to time pay monies from said escrow fund to the Municipality, in amounts not to exceed a total enabling the Municipality to complete improvements and requirements set forth in this Agreement. 6. The Municipality will promptly submit to the Developer a copy of such statement as it files with the Bank. The consent of the developer to such payment by the Bank to the Municipality shall not be required. The Bank shall incur no liability to the Developer on account of making such payment to the Municipality , nor shall the Bank be required to inquire into the propriety of any claim by the Municipality of default on the part of the Developer or into the use of such funds by the Municipality in completing such improvements. 7. The Municipality shall not file with the Bank a statement of default until thirty (30) days after notice has been sent by it to the Developer by certified mail, return receipt requested, setting forth its intention to do so. 8. All monies released by the Bank to the Municipality pursuant to paragraph five (5) shall be used by the Municipality solely for the purpose of performing obligations imposed upon the Developer by that portion of this Agreement upon which the Developer is then in default. Any work to be performed by the Municipality pursuant hereto shall be let on a contractual basis, or on a time and material basis or shall be performed by the Municipality with its own work force and equipment or shall be accomplished in such a manner as in the judgement of the Municipality shall accomplish the work most expeditiously and economically. 9. If monies are released by the Bank to the Municipality pursuant to paragraph five (5) and it shall later develop that a portion of the released monies are surplus to the Municipality's needs, any such surplus shall be refunded by the Municipality to the Bank to be held and distributed by the Bank pursuant to the terms of this Agreement. 10. The Bank will not refuse or delay to make such payments to the Municipality when requested by the Municipality by the appropriate statement, and Developer will not interfere with or hinder such payments by the Bank to the Municipality. Said statement shall contain a certificate of compliance with the notice requirements of paragraph seven (7) of this agreement. 11.This agreement shall terminate and shall be of no force or effect upon performance of all requirements contemplated hereby, and the completion of the warranty period set forth in paragraph three (3). 12.The sum of <?`1, v shall be maintained in escrow until certification to the Bank by the Municipality of the completion of the warranty period set forth in paragraph three (3). 13.This agreement shall not only be binding upon the parties hereto, but also their respective heirs, executers, administrators, successors, and assigns. Dated at c this day of :,77 4t, , 20 v(- . A�,� Z�44_�z Witness By-�_ 1 /6 )-�. Witness Duly Auth rized Agent , (DEVELOPER'S NAME) Dated at o• b,44/46/aJ 11 this day f .2066. ss &bIL04)d" By Witness Dated at O JD this day of �) 20vG. A-leli-1Z �6Witness D_�V---- Duly Au horized Agent CITY OF SOUTH BURLINGTON 4p +o,— it s -- y Duly A horized Agent (NAME OF BA�d NK — 3PARTY) r WEBB),5*®® southburlington CY PLANNING & ZONING September 30, 2008 William R. Shearer PO Box 566 Burlington, VT 05402 Re: Site Plan Application #SP-08-93 Dear Mr. Shearer: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer on September 30, 2008 (effective September 30, 2008). Please note the conditions of approval i icluding that a z:)ning permit must be obtained within six (6) months If you have any questions, please contact me. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com ' Site Plan Application b. Existing Uses on Property (including description and size of each separate use): c. Proposed Uses on property (include description and size of each new use and existing uses to remain): � or /--;,af� /Vo "4.) i rD/y ---4-s a Z,0. d. Total building square footage on operty (p oposed buildings and existing buildings to remain): 'SGzrG e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): f. Number of residential units (if applicable, new units and existing units to remain): g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8. LOT COVERAGE Total Parcel Size: Sq. Ft. a. Building: Existing % / sq. ft. Proposed % / sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed % / sq. ft. c. Front yard (along each street) Existing % / Proposed % sq. ft. sq. ft. 6 Site Plan Application d. Total area to be disturbed during construction (sq. ft.) * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping: $ c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): b. A.M. Peak hour for entire property (in and out): c. P.M. Peak hour for entire property (In and out): 11. PEAK HOURS OF OPERATION: 12. PEAK DAYS OF OPERATION: 13. ESTIMATED PROJECT COMPLETION DATE: 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) 3 Site Plan Application I hereby certify that all the informatio and is accurate to the best of my krX RE as part of this application has been submitted GNATURE OF APPLICANT iaca1111-00"TT ONO Do not write below this line PRINT NAME DATE OF SUBMISSION: ( 9� U REVIEW AUTHORITY: ❑ Development Review Board 19 Administrative Officer I have reviewed this site plan application and find it to be: LJ C/p om lete ❑ Incomplete 5 RAILROAD TRACKS ° 1 d P rs o onp06 cx/rc wtw E,RA/LI ROAD TRACKS irt 11" AQS cvf..rf Mv.= IBJJ9PruvA. Wce nmi rants - .rptkq 1 - - - - - properfY /Me Gocak Mce mah pn> ro Ner BYlormwatw Neal—t II.._.__"•y,._`// i `E .a•�.. ' � A _ _ - - - - - - - - ponsbuclian. FY k ,f n cemr- y - - - - - ro serve v`_ 3 _ Exist /B" PVC culvert dew/opmenl Port o/ Ph- I -_-v= 1B44I=-- - r"Inv 1B619' / E Let. 1 AD cprorl sew En ---- _e•Lt= -- 279 —� __-s �a - - - 176.65 rf - _ _ _ ��- ar.a\--��---- --�-----------eve_--_--_ --/1 I - � gint�rman// /I�i� Ines 18296, ��----1°Y---/ Si /fe' \,p\\�1E ',�. ♦♦ --------.------ \�\'\C`�v"\ \\1 • � New np rap i -.,..,.... -.. - _,..._ - �.......... \'0'p cwtrrucfr� / W � 0/ 16 " JS' dbmwnds I cnpM-link / ee q erirrin o _� �- / E'll-al . 12" AOS Iwr �i//!!/L/Lli1�Mew MEW' , core PHASE I BODY SHOP e/ cSroa de(oa� I far FL ~ ✓ a.. F$. 1 ,�\• \ \ - / rvyel road �..:.., . � ! I I j/{" j : I -�• h— 9r°ro/ rood--',�i- / r"'A fence •�-• n/�r%//1//f oreo eforoge CC G lillil/ Gl C mob I I I I V CUP cu/vnM1-� r Proposed Pavement Area = 71,016 q. r., j IC' \ E 1 \1 F LEGEND 11 \\ ex/sbng pavemenl I— cos r rm !� Pamr Cwtrp4, � F h F Nan! is \ I i 1 I I New I. (See Lighting M-) w 1 \ E - t• ExWs q light O'fl - tl + F N.. r ten grade --iN--__ gt✓vJ oUo Appr°ximak Property fine - - F—er a ver H DNMealed webond 50' eer/wd buffer I (per 5-1. R✓Nm9(w -.9) \ N.. storm ire New swit r ter= \ e UNTI O�OMIA. PARIONO - Bare C\ vMicb x { Gale FF I Cuth Burlington Woter Deportment Notes r Th. S M 9eMeter Deportmen( shoN be 48 not & of least 4B hours in o fa snot a// ro(er $.T7C 11 in th eret'e (a any b✓i/dMg inav/ / in Mis P .ecf. �p-50 fie S-1h BuN'ngtw Nbter ow-tmwt shah be no(i6ed M odwncv tp locate mod mark el eater moms that may be inw/ M (hit p aw t. fie Cnomplb, Meter Aserecl Rerad Deportment shp/ be s✓pphw riM As-Bual - dmw gs of Me water sptem upw compkbw o/ the rarer eptem m the 1 I / of one hard copy F fie S th BuNMglw Ifeter Deportment red/ be n bri d of wy chwges to (h/ P Act rim - M1•�' revisal hard copy plans. _ _ \ All rater related k ro be perhrm,ed in pccardancx with the "3a ° cote , mod Detoas fw the Mstoeo(ion I N. , ,o of NbM' /roes wd oppurHn°nces for allNbter 1 C10' ion Sptems 0~ by the Cramp/am Mbte, Drshret, the E S4'N CYy OF SauM BuNMgtw. Cpehester F Onfrief /7. II RM, 192. J5' mod fh. WAape of .Ammo ' 1 •1 Inv. 1869' Chanp/am Nbt- Oistrrct NAo/saa/e De -tr t shwl be I1 npfrA d to be present wrmg msru/laf/an of rotaNme wowing Cwtroct.r ~ —9. a precwshuchw ,y. i \ sefrng with chomp/oM Meter D4"&4. Sa✓th Bur/mgton Exist. 5" ADS culvert Meter DApwtmanr mod the Engineer } I \ -ln - 188.88" � Parkin rtfflt`�` --- -�---- IIIIIIII1II�I�I i 1 _- •W_____„4'-move-_- ----_ 1 P KIt�C 13i ' � - - - D -� B y E PHASE °IV PHASE III h- a �r COURTYARD EXPANSM RK ..-.- F 207 ,q. ft. of F F fmg buadmg F "4 (o be remarod rrr a Screened Phase /V rB/se/ecng-77 IseomG�, �artee/nwrg � �� P sc° EX/SANG BUILDING ° 41,996 s . ft. q PHASE II 9 5.400 .v. ft w o. ,d m` I K az in' II 11 1 1 1 11 ® Customs 1Emp/oyee Parking Spaces -B" A.C. warn main No A// other pavement striping .r gas ling shown represents inventory and d'sploy areas. Actual striping in these areas Is optional and sho// be chonged of the boners direction. Not7he total area of Class J wet/and disturbed by this project is 0.95 acres (41,494 s. t). Location Mao Not to stole Planning god Zoning /nformction Owner/Applicant Shearer North, L.L.C. clo William Shearer 1675 Shelburne Rood South Burlington, VT 0540J Area." Zone: 12.10 acres C2 - Commercial 1\ I Lot Coveraae: rap Pvrkba { ... Mw✓W./ Net &-, lord Br,V M NM Pdakq ! p Ir ..r Ave co,w.p. roI4 ter A- auapTp Armor r v A— Armor amp A— r•.r .e. eaN a cOl£RA(F an Bu✓sae .r90 sl N.. seer svvp - 44,529 a.I 2J7,734 a Z851ex r. 1 EXIS7/NG u7on .f 1 Everhv u,.d cw B.a - 2. t ..1. B IR 45.. J.T SJ 61< up. evve:.e .r.aM at N.. erey soap - '- .1 rzsmat J7, 029 s/ q + �+ w. •' •meas JO�JB9 sI Sd/JJ Af J634/B rE PROPOSED Prusrl 'u)om.r AC'w RfEANa/6 AREA Enrewe v..e Cs ewer e"4s+v- ealot z z4R la B.� .reM SeJi IJBR 69.J,[ I (.e.r-vw,rmwre,! a4 s J.av .f �j J9.Q96 r -4aW i 29s 017 AI -1,70I A/ J6,x716 zI PROPOSED N 1 \ PWASE e v)olr .1 11 Aew.e+teNals AIeAI t N,w seer s ee - IZ-.1 E.prov cw tee, zBr) at r.o a Af 11.4 R .e -c 565x -aJf max ors o .r ✓... ev✓awe IF- .< PROPOSED 1 aNASE I^ -IV cram NEW MIPfiNDUS AREA rev - r4.- cr pO _a I-)o):t/ ire � ra- 17'L90D aoa a.E 144 AT -raxv .r I -jag 12BR346 zI 33 9J[ � 0 Af JB,1716 s/ OJf Its- -B" A.0 wale mpM I Nrr Boe Aap " elJW ./ ' \ PROPOSED eve. awvr - as 40a .1 o 71'� a' 2B4,34d sr 716 sf st)ox .1 Nor aver snvv - rzspa rt 1AL 4J SJ 9R IJB,; 69.Od ive 1 Ex1SIAVG BUILDING {1 19 BE REAIOYED r\1 (Phan. 4/ 2,5JJ sq, n. ------------------------------------ ,1A\+ h.` t4 1 I 1"i•' DO� C I \ 1\ \Existing curb cut 4" gar ;;ns 1 11 M 1 Front Yord Lot Coveroae.' rotal r t comeage rote r t co✓wage Ra✓r. /7 Barhete Boy Rood (rehx rent\ /nrr A-r) FeerM ze v it aeee it 78.21 i X. 5x -W + 22zutsLJ2st i[ Jew L SA cLf 711-st 7JSR "I OS ProAect Phasing Schedule PHASE I In Progress PHASE // Summer, 2006 PHASE //l Summer 1077 PHASE IV Summer 1016 0' 20' 4080' '50, 2e0 Bar Scale 1 " = 40 5.01-De' 7, 2007 resew Ph-, l/' & 1V lme/wwwk missing / 5117107 p/w, /A✓ 1 ( j —a- dsscopMg, uadole Phose /V schedule 1 May M 2007 as budfr upabled pwWng, lw9 dscopM -1 I� J May d up 2006 datrnwrage ed tab/e /A✓ xi fg /Javrtmrintl I ens in D-I'rranf '1 II / II - I aw -175Q� II : Dore I. -ad Oeeaperw eneew.e _ °°'`9" 1AJ Site Plan — 2006 _ a \ O s .-- 1 Drawn FMP Checked 9/J/Gi 5/16/0t 5/B/OE Dok "°" °Aar a"� Shearer Ch e VroIe t /or wr of mg (fte R1010 v Scale 7"=s0' A .Bs s.-.tee i t /-e" A.r ,.�oeer Date Apra S 2Do6 ro srlELeuRNE B w° A. 'n'; /I SHELBURNE ROAD (U.S. Route 7)ro Nc Project 00114 Shelburne Rood South Bustin tar Ver dXEBS d L4NS/NC Consulting Afngi'neers, Inc. r A.c Water mom _ _ !� _ _ _ _ _ _ _ _ _ _ _ _la' A. .arB m°M - _ _ _ _ _ _ _ _ _ _ 164 A�ai'n Street, Colchester, Pennant 05446' - w - - - - - - - - - - - - - - - - -mow oa r e I w CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTEI BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 18, 2007 Bill Shearer Shearer Chevrolet 1675 Shelburne Road South Burlington, VT 05403 Re: Site plan application #SP-07-31 Dear Mr. Shearer: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the Administrative Officer on May 18, 2007. Please note the conditions of approval including that a zoning permit be obtained within six (6) months. Should you have any questions, please contact our office. Sincerely, ua� Betsy Mc onough Planning & Zoning Assistant Encl. STATEMENT OF PROBABLE COST Project Name Shearer Chevrolet Drawing Referenced: #3 Planting Plan Date Prepared: May 17th, 2007 Date of Prices: Spring 2007 Project Status: Revisions: Sheet 1 of 1 KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL REMARKS TREES AF Red Maple 7 EA. $575.00 $4,025.00 2 1/2-3" Cal. UA Liberty Elm 6 EA. $540.00 $3,240.00 2 1/2-3" Cal. Sub -Total: $7,265.00 SHRUBS JP Sea Green Juniper 34 EA. $55.00 $1,870.00 24-30" RD Rhododendron 1 EA. $50.00 $50.00 18-24" Sub -Total: $1,920.00 Total: 59,185.00 Permit Number SP- CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): Shearer North, LLC, 1675 Shelburne Rd., So. Burlington, VT 05403 2) LOCATION OF LAST RECORDED DEED (Book and page ft Vol. 659, pgs 725-727 3) APPLICANT (Name, mailing address, phone and fax #): Shearer Chevrolet, Inc., 1675 Shelburne Road, So. Burlington, VT 05403; Phone: 658-1111, Fax: 651-0239 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax ft David G. White, David G. White & Associates, Inc., 168 Battery Street, P.O. Box 1007, Burlington, VT 05402-1007; phone 862-1225, Fax: 862-3601 5) PROJECT STREET ADDRESS: 1675 Shelburne Road, So. Burlington 6) TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-01675-C 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) Automobile sales, service and repair. +/- 48,537 sq ft including mezzanines and basement, (+/-44,529 sq ft not including mezzanines and basement). See enclosed table for more detail. b) Proposed Uses on property (include description and size of each new use and existing uses to remain): Automobile sales, service and repair; +/- 79,490 sq ft (including mezzanines) at final build -out, (+/- 75,900 sq ft, not including mezzanines). c) Total building square footage on property (proposed buildings and existing buildings to remain): At final build -out: +/- 79,490 sq ft, including mezzanines, (+/- 75,900 sq ft, not including mezzanines). See enclosed table for more detail. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): All buildings, existing and proposed are single story. The tallest existing building to remain is +/- 25.5 ft hi h. The proposed buildings at their highest point will be approximately 32 ft. There are two existing mezzanines that will remain and one new one will be constructed in the body Lhop. e) Number of residential units (if applicable, new units and existing units to remain): None. Shearer Chevrolet Page 1 Site Plan Amendment Application October 10, 2006 e) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): No change from current permit -- Shearer Chevrolet currentlyploys approximately 95 people, with about 60 on site at any one time. Over time, this expansion mu add up to 20 additional employees. There are approximately five company vehicles aside from invento131. f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Located in Traffic Overlay Zone and Bartlett through 2011. %Zj; foGip7Y- fd11YA17-:471e E,ct-,,�T szv —,= n/ e�ody iD n/o,�r �/= �v� 5.zbf k-.x� a� 51< 5�'DF_ a F�vc4P f i(!�(K+X �- 3 N�u alfrT ~ pa�i T�/Q 8) LOT COVERAGE See Sheet 1: "Site Plan — 2006" �,y�j,�y j2a i✓, Total Parcel Size: 527,076 sq ft Sq. Ft. a) Building: Existing % / sq. ft. Proposed % / sq. ft. b) Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed % / sq. ft. c) Front yard (along each street) Existing % / sq. ft. Proposed % sq. ft. d) Total area to be disturbed during construction (sq. ft.): This application proposes no change to the area of disturbance from the previous approval, which is approx. 4.5 acres. * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES -- No change from current approvals. a) Building (including interior renovations): a. Phase I: $500,000 b. Phase II: $1,000,000 c. Phases III & IV: $730,000 i. Total Building Cost: $2,230,000 b) Landscaping: $34,485 c) Other site improvements (please list with cost): $375,000 Shearer Chevrolet Page 2 Site Plan Amendment Application October 10, 2006 10) ESTIMATED TRAFFIC -- No change from current approvals. a) Average daily traffic for entire property (in and out): Existing: 2008 ADT Proposed: 2431 ADT b) A.M. Peak hour for entire property (in and out): Existing: 64 Proposed: 77 c) P.M. Peak hour for entire property (In and out): Existing: 91 Proposed: 110 11) PEAK HOURS OF OPERATION: No change from current approvals: 7:30 to 8:30 A.M. for arrivals and drop-offs and 4:30 to 5:30 P.M. for pick-ups and departures. 12) PEAK DAYS OF OPERATION: No change from current approvals: business is fairly consistent weekdays Monday through Friday_perhaps slightly higher on Mondays. 13) ESTIMATED PROJECT COMPLETION DATE: Phase I: currently under construction, complete December 2008 Phase II: begin fall 2006, complete December 2007 Phases III & IV: begin 2010, complete December, 2011 14) ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary): See attached 15) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). Shearer Chevrolet Page 3 Site Plan Amendment Application October 10, 2006 � C r I hereby certify that all the informati requested as art of this application has been submitted and is accurate to the best of my kn d n APPLICANT Do nba write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board VAdiministrative Officer I have reviewed this site plan application and find it to be: 2/complete ❑ Incomplete i ,e r of Planning & Zoning or Designee Date 4 RAILROAD 7RACKS I mth BadIngton Whter y� Department Notes C -ffiW of 1-.,t 46 taus I, Oe— to Mot oA -f- I' aen ro Y dra'1,g hrohd h Ihb A-, ct d�ar,Aan IM SoutS B,Krplm LYlo and ba Exbt -Awt aytetw. Extae a4' Atu a,rn.•t RAILROAD 7RACK5 A d .k *w h adwnaw ro ~ and p- d wafa- rndw ,nor m y a hKan.d h mr prorat - _ - �. . - _ - O ?; 3• —�� - - - - - - Sx Detwk.ct - - - - _ - - Pr/wte force main ron along existing Pr O" i e. toaore iorao mop, mior to New trr9 m_ 7M Orerr{rNyi pytr gfe[ct Mtal Gyotm�t rid' b ! ( 1 3' - - - - - con,tzeNan RNacata it n.....y - _ - -. - - - - - Emt d-f ---------- 76.hK �164,44' 279' -- -- rea o eerw sorer to dere/opment. Port of Pho,e / A,Y.+=J66Y91 I \ I I I 17 W- � � � ; � h � of — Ahg cloy 7fia South d,wMtm MbAr ba Edo Ifs Ays addNa+ K 77 AtfS' ,ecla» - - i - -- -- - �� •�T�� T' - �i_S� - - - £ - ; - R,.J-1 a4d ne.d w Y naPgd�a ro t .fn -W d hard Woy ;.:\. G� I �' hv'� ..•,:. 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F \'. \. `{� these areas is chturd and shill the owners / �ii// /iii/i r ° aer•• road / � -, be dean at d>rcctb d OMs/rr North, OAt s;ow eta+ogw. 2 aii. � � Shearer North, L.L. G <7 Fla o.o ,`I Note, [ 1,, % WiY/lam Shearer araa C 'C C �ilic �C aaa G. w. o+oA m, J (j f1 fie total area of ad- wet/and South She/buge Rood r` wna.d �\ acre (4f,494 t is ogs South Bu 1r105409 ' e F • F F distN/bed sr.. rl/n tour .. i' I I ;j I I I I 'I. I I I<L.t.}s, jr.Ilf(',�ri,"i's[I ,I jr.�aer-�'~�._.ir.,i•.•jr y•.wjraA C,,w��-'-'T. 1 _ l• �/110 One•° ' r , *� I i � I I T- r I 1 •-apt \ : 12.10 acres C2 -Commercial - F _.� p I�� r� rx.: • I r. Y, Jrl :il - ot commm }�rrol'n•�n� I:t�lr rlr.slsl rlrwlvii.rl le��v�l rlralr il:.r�r�l 11 r MWar hw ern "oft hYf } r M--W mme Y + I I �_ t I J I I n 1 n 1 Lu MAW Araaa Ana AaW Arm awr~.,��' d r,,,w .rr carsAa l .o+.r I I_., ' 1 !rl,:ls-Ivl fool I l yls.\hr l4lLj I i::j Lj I 1 y��r���7 r''J�+_T�� '_t_r i +_r-'�ri•... I ,I Y.I-I J_Jf1_+✓}-,Ir,-I. -I v. _ I Pr000s o,rement D 11p1 \ Area = 71,096 sq. ft I_.. 1}� I", i Ivlrr lsr l.ol ii lnl I Ir_r ,Isla ,I rI �I I „I , -- 4-----'a"----- �&r - -�--• --- -- 14' . K - - - T ' ■ I drrLa A9 M., M' AC wtr mot D r 4' a �I I,. lA A- F F F _ \\ Aj Front Yard Lot CbkoTaer Pro�ct Phasing Schedule 1�1 F F _ 1 \` \ \ rardR- tj17 BINMW T° ayAbOd \ Sarw d ar/stmg pjr .,,t - Miarwnirp = \ \ \ ew,ea 5� Paht e \ I I F LX?S7hW RUEDNc to ► '\ _ uuvry pi. a. + 41, 996 sq. ft. PH,;;E u f[a N�6mt ix 1 I I 'I 44M go- R ,9yn T I I II Mti Yrr w7 - arse a[ E.tl6'TA1C srs- oa[ -K.W At 2J7.754 a 9wTaasE .vAors.<'�"sab RNa'I anole at r;<m a[ 57,019 al. �� wMMr ,F]7,.T69 af. 6.S 13T aL .Af34fe aE awwy or.[ tr ia[ra< so 16ei A j['� 58M 15AW dam - KM a< xxw un,a•wn dr PRO OSfD fora 1 ANYbn °'pa •[ asr a< SAeie At �M'a a w n�ei titaw ae 2S,ROJ7 At -1,7p1 al- .7W.j716 At! Aaw MIUM EAa•A razors a< rw. }wd'sn- u",i 4or1 11.4.E mar -am BD. of rw an+ro - Noe ar PROPOSED lAKa,£ M snow a< Arua 4am a< 14- a[ Ja[a1 a< 74OW al. _moor a< 264,546 al. Oat _'&%716 at. [E71' an7lwas ArA ,"'�„a (awa4 JON 14.4x ^sag m9x O.s esos PAO'O ED aan wV - a,ao a[ 7SAW a/. 2ft546 af- 3=71e al. AM aXws a[ AYrr saq-ss - usm a< 144S MRS agar ptIASE I h �� PHASE N Summer, 2A7K PHASE I/ SLmmx, ?O71 PHASE IV Summer, 2011 RECEIVED I '\ \Existing curb a�t MAY 17 2007 NowexnAd.rsa. t„ngP1arJ - '" t \ E _ d .us K r.�r� \ A4. �t 0-0 prod, • - p AgcvorrwM1 pgwty Aha � e.s_. � ` aV WK MMY.� � Qwo,.' � d �hxmY 01Fo I � I 60 Ah. ,` '� F. _- .- � � , , ' as - I po• }O. �' �+ 1 a - a • N a. 50' K.Nand Otla.- , -_r 1 I P• e,siil/ of -So. Burling#c: N- � °ta =a, g) � \ y> 1 I _ - I I l 1 Bogy Scale , < • 0' A',. ao dtory ..w.- /ha —+— a.�a,6s se nx feu • AAW I•.=er \- / I I I ,pro 162007 b m uifa dotty orn an /AJ t Z I Moy d 20C16 WdOW av y. oWan9• d,cgo 9 IA.,5/ 005 .. .. Lil „ fig h P t 1 1 _� i .�il r �_ .. 5O•—�r- ,,.,. Nora,. havtotan aaard Data 1A.1Si to P/on — 2006 Drawn __..._ fyP sw r I r \ 1 ... r<1c`9/AAer, rr—_- Checked (hM` a faaw poMp (Ion MOT,, ..,."" _ sale -40 Shearer Ch : ...„. ......,� Date Apr, S 2006 SHELBURNE ROAD (U.S. Route 7) B[A�CANG Pro t -Cn124 Shedbume Road South 8"HIn ran Ve.'mant "•-._ -�� I dJ4�gS d LfNSINC Coneulting hrngineers, /ne. _...�•xa wet• an.`.-:._ .1.. I .._.. l\ 1T Ac war. may _ _..-w-.. _..-. .. .. w-.._.........-..-w_.._.._.._.._.._..-..-..-..-.._w-..-..-..-,.-_-..-..-. _..-..-w-..-..-__..-.-..-..-.. _.. _.._w_.. _..-..-.. .. _..-.. _..-..-..-..-u-..-.. -I._ .._..-..-. 164( Aelain Streef Colchester, Yerfnont 05."6 - Rom} nnr `< .1Rdat L fiM. MOM R 735F .ltlOw E:1aCmq ddl ErialmgnOnSde + lmca �1.� 1 11 11 N 6 , Iv- 1-PGa 1 1-PGb PHASE g , .nm1 y IL_ I BODY SHOP -"" eont a dqa. zsoo 1-PGa 1-PGa 1-PGa �� 1-PGa / ' ° w"+., z«s - e 1-11A'O pel.%..4d 1-PGa 2-PGa wH,,,rr1-PGb-. ,_�°'1-PGb 1-PGby' I 2-PGb 1-PGb d 1 V e � exn N1 AMk 1 � 1 -77 1—PG. ...- ......._ __ - _ .......... i RD '1 .. -2 PGb ...m ._. ,._ _ S-UA10 i t _ LL s• 2-PGa 1-PGb wry 2 2-PGa ! r _ ,... .lsi, ... ,..._ t - n �='� ri ae -"I ItP 1-PGbG ?! it HA III yl. ` - '}n' 650'T 'ql.' I. C \\� N PARKING t i ,. P T 1-PGa 1-PGb - 18-PGa--- e-impelrement �. +� EX/ST/NGBU/LO/NG 6-GT 4f998sq.2 ` n q 1 W ... _.._.._ . 9-JP I I 1 - 7-JP II BJP � NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. SURROUNDING SOIL SHOULD NOT EXCEED 80% COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED SOILS ARE PRESENT WIRE TIES WI HOSE LOOPS, SEE SPECS. FASTEN WIRE BELOW POINT OF MAJOR BRANCHING OR TO MAJOR OUTSIDE TRUNK. 2" HARDWOOD STAKES. ALIG STAKES PARALLEL W/ ROAD/ WALKS OR PARALLEL WI DIRECTION OF PREVAILING WIND. ALL STAKES TO BE CONSISTENT. TEMPORARY WATERING BASIN BREAK APART EDGE OF EXCAVATION Wt SHOVEL AND BLEND PLANT MIX W1 EXISTING SOIL TO PROVIDE MINI TRANSITION TO UNDISTURBED GRADE UNDISTURBED GRADE EXCAVATE ONLY TO SPECIFIED ra• AS RE PLANTING DEPTH TO ENSURE STABLE BASE V W MIN. A TREE PLANTING SCALE 114" = 1'-0"----- G TOP OF ROOTBALL TO BE PLACED AT SAME LEVEL THAT IT WAS GROWN IN NURSERTY. SLIGHT ROOT FLARE SHOULD BE EVIDENT. 2" WELL COMPOSTED BARK MULCH CUT AND REMOVE BURLAP FROM ROOTBALL PLANT MIX - 3 PARTS NATIVE SOIL - 1 PART WELL COMPOSTED COW MANURE FINISH GRADE FILTER FABRIC GRAVEL 4" PERFORATED PIPE WHERE APPLICABLE. PERFORATIONS LAID DOWN UNDER DRAIN re• PLANT SPACING d-decilree.dwg PLANT CENTER +1 I A D PLANT ROW D •. 'I 1 ALL EQUAL OR D D AS SHOWN ON 11 A D PLANTING PLAN 11 5-AF 1 NUMBER OF SPACING m' RCVIW PlANTSIsQ. FT. 6 D.C. 51.6e• 0.09 t11 I o'c' 41.BY 0,07 3B• O.C. 31.20• 0.12 30.00 260P &VI N•O.0 201e• 028 NOTE: OIIANIT`I OF SHRUBS AND SPACING i� AS NOTED IN PLANTING SCHEDULE. 50 �1 FINISH GRADE RECEIVED 1 MULCH, AS SPECIFIED it S+� SHRUB ROOTBALL MAY 17 2007 j b PLANTING MIX O 1 AS SPECIFIED MIN MIN SEEPt/el FOR SPACING SUB GRADE UY of So. Burlington 1` � IIEA9s!/R I p �2-AF 1 SHRUB PLANTING B SCALE' 112" = 1 0' p shrub.dwg 4 1 1 PLANT LIST - � 1 KEY BOTANICAL NAME COMMON NAME OTY. SIZE REMARKS TREES: L AF Acer rubrum x freemanii'Autumn Blaze Autumn Blaze Maple 14 2-2W Cal. B&B, Single Stem, 6' Branching f GT Gleditsia tdacanlhos 'Shademastee Shademasler Honeylocust 6 2-2X" Cal. B&B, Single Stem, 6' Branching UA Ulmus amedcana'Prinoeton' Princeton Elm 6 2-2%" Cal. B&S, Single Stem, V Branching it / I PGa Picea glauca White Spruce 18 8.10, B&B, Full �/ II 1 PG Picea glauca While Spruce 12 8-8' B86. Full ,. ,.,,._ ...__ . ....... (.. ....,,..,.. .. ...,.s.... . .. L_,.._._ " ..s.,.. ., " .a--.. ,_-... .. . __.__-....._ _. ._....... ..._.. ...._.. I1 SP Junl rus x'Pfitreng ane' Sea Green Juniper 8 24.30" C G Plant 4n 8 o.c. . - r .... RUBS: RD Rododendron PJM Hybrid PJM Rhododendron 118.24" C.G., Full r — EXISTING TREES mod/ EXISTING TREES , NOTES 1. CONTRACTOR IS RESPONSIBLE TO SEED ALL DISTURBED AREAS ACCORDING TO THE SPECIFICATIONS. me v4 — - - - - - - - - - -- - - - - - - - - - - 2 REFER TO DRAWING #3 FOR PLANT MATERIAL INSTALLATION DETAILS. — SHELBURNE ROAD (U. S Route 7) -� TO SHELBURNE I TO BURL/NGTON ; r. . -------_--_- --------------------------------------- -er__ ----------j-,. ,Ja°NESJc 1 "' i Oars r W-d., 05.17.07 Ossohtk Update pkntlg p/ w/ as-DWt hf—ti Checked I Oat. Design MKW Plan ting Plan Drawn Checked SE GROUP Scale 1-40' Shearer Ch e vrole t planning & design Date 11.22 02 06c.II s S-1 Project oazas She/bume Rood South Bud/n ton Yemlont A—W,6S & LANSING Consulting Engineers; Inc. +-- "" Z B.di.o., Ve.,.. 05- „ �:,98tB6:.RN3 ..cBT.,vm 164 amain Stree4 CoAcAtester Vermont 49S446;Ie: 9 fF "�, i / /, �e x A e-5 Permit Number SP- CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): Shearer North, LLC, 1675 Shelburne Rd., So. Burlington, VT 05403 2) LOCATION OF LAST RECORDED DEED (Book and page #): Vol. 659, pgs 725-727 3) APPLICANT (Name, mailing address, phone and fax ft Shearer Chevrolet, Inc., 1675 Shelburne Road, So. Burlington, VT 05403; Phone: 658-1111, Fax: 651-0239 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): David G. White, David G. White & Associates, Inc., 168 Battery Street, P.O. Box 1007, Burlington, VT 05402-1007; phone 862-1225, Fax: 862-3601 5) PROJECT STREET ADDRESS: 1675 Shelburne Road, So. 6) TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-01 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and si nobile sales service and re air. +/- 48,537 s ft includingmezza ► sq ft not including mezzanines and basement). See enclosed table for more detail. b) Proposed Uses on property (include description and size of each new use and existing uses to remain): Automobile sales, service and repair; +/- 79,490 sq ft (including mezzanines) at final build -out, (+/- 75,900 sq ft, not including mezzanines). c) Total building square footage on property (proposed buildings and existing buildings to remain): At final build -out: +/- 79,490 sq ft, including mezzanines, (+/- 75,900 sq ft, not including mezzanines). See enclosed table for more detail. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): All buildings, existing and proposed are single story. The tallest existing building to remain is +/- 25.5 ft high. The proposed buildings at their highest point will be approximately 32 ft. There are two existing mezzanines that will remain and one new one will be constructed in the body sin. e) Number of residential units (if applicable, new units and existing units to remain): None. Shearer Chevrolet Page 1 Site Plan Amendment Application October 10, 2006 e) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): No change from current permit -- Shearer Chevrolet currently employs approximately 95 people, with about 60 on site at any one time. Over time, this expansion Ina X add up to 20 additional employees. There are approximately five company vehicles (aside from inventory). f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Located in Traffic Overlay Zone and Bartlett Brook Watershed Overlay District. This project also requests approval for multi -year throuah 2011. 8) LOT COVERAGE See Sheet 1: "Site Plan — 2006" Total Parcel Size: 527,076 sq ft Sq. Ft. a) Building: Existing % / sq. ft. Proposed % / sq. ft. b) Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed % / sq. ft. c) Front yard (along each street) Existing % / sq. ft. Proposed % sq. ft. d) Total area to be disturbed during construction (sq. ft.): This application proposes no change to the area of disturbance from the previous approval, which is approx. 4.5 acres. * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES -- No change from current approvals. a) Building (including interior renovations): a. Phase I: $500,000 b. Phase II: 1,000,000 c. Phases III & IV: $730,000 i. Total Building Cost: $2,230,000 b) Landscaping: $34,485 c) Other site improvements (please list with cost): $375,000 Shearer Chevrolet Page 2 Site Plan Amendment Application October 10, 2006 10) ESTIMATED TRAFFIC -- No change from current ap rp ovals. a) Average daily traffic for entire property (in and out): Existing: 2008 ADT Proposed: 2431 ADT b) A.M. Peak hour for entire property (in and out): Existing: 64 Proposed: 77 c) P.M. Peak hour for entire property (In and out): Existing: 91 Proposed: 110 11) PEAK HOURS OF OPERATION: No change from current approvals: 7:30 to 8:30 A.M. for arrivals and drop-offs and 4:30 to 5:30 P.M. for pick-ups and departures. 12) PEAK DAYS OF OPERATION: No change from current approvals: business is fairly consistent weekdays MondaytFriday, perhaps slightly higher on Mondays. 13) ESTIMATED PROJECT COMPLETION DATE: Phase I: currently under construction, complete December 2008 Phase II: begin fall 2006, complete December 2007 Phases III & IV: begin 2010, complete December, 2011 14) ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary): See attached 15) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). Shearer Chevrolet Page 3 Site Plan Amendment Application October 10, 2006 I hereby certify that all the info ation requested as part of this application has been submitted and is accurate to the best of my owledge. OF r Do not write below this line DATE OF SUBMISSION: /0/1//00/ REVIEW AUTHORITY: — Development Review Board — Administrative Officer I have reviewed this site plan application and find it to be: oComplet' Shearer Chevrolet Incomplete i of Planning & Zoning or Designee Page 4 Site Plan Amendment Application October 10, 2006 i 0NU10 MEM010HOUM TO: Juli Beth Hinds Ray Belair I M : David White 001 October 6, 2006 WHITE E 0SS0C10TIS. INC. Beatty Mims RE: Shearer Chevrolet — Administrative approval for plan changes On behalf of the applicant and owner, Shearer North, LLC. c/o Shearer Chevrolet, Inc., we are requesting administrative approval for minor changes to the existing approvals for the redesign of the Shearer Chevrolet site located at 1675 Shelburne Road. The multi- phase construction remains essentially the same, only the adjustment of some features on the Phase I body shop building and some minor changes to the lighting plan and fenced area on the site itself. These changes will not significantly alter the purpose or general design of the existing site plan permits. Under Section 14.09(B) of the South Burlington Land Development Regulations, the Director of Planning and Zoning and Administrative Officer can approve amendments to the existing site plan permits administratively. This is applicable when the minor revisions "will not result in any permitting requirement or threshold being exceeded or violated." We believe that the following amendments qualify under these standards. The revisions to the body shop building itself include changing the building elevation from 16'0"+/- to 22'9"+/-, which remains within the height limitation (30') set forth by the City of South Burlington. Without changing the square footage of the building itself, some exterior changes are also being proposed. These exterior changes include eliminating one set of double doors to add two single doors, reducing the length of the east canopy, reconfiguring the storefront window and door, relocating a single door on the south side, eliminating transom doors on the west and north elevations, adding a storefront wall system and door and adding one full length window on the north elevation. 160 Battery Street P. 0. Boo 1007 8ortinytoi, Permit 05402-1007 P: 802 0621225 f: 802 062 3601 The other revision to the body shop building is the addition of a 990 square foot mezzanine and a revised interior partition layout. From our conversation I understand that mezzanines may no longer be considered part of building square footage. However, as our current permits included two existing mezzanines in the approved square footage, I am providing a square footage table that indicates the existing and proposed mezzanines for you to determine how you wish to handle this in approvals. If one considers the mezzanines, total square footage on the site increases to 79,490SF from the currently approved 78,500SF. If one does not include mezzanines, the total currently approved is 75,900SF and this will not change with the current request. The details of this can be found on the attached "Site Square Footage" chart of the existing site and the proposed square footage including the amendment. Only two minor changes are being made to the site plan, specifically to the lighting plan and the fenced area near the Phase I body shop. Pertaining to the lighting changes in the vicinity of the body shop, we are proposing to consolidate 2 single head light poles south of the body shop into 1 double head pole and replace another pole with a light affixed to the canopy on the east elevation. In the display lot to the north of the main building, 1 light will be removed and another will be relocated to adjust for its elimination. The attached "Statistical Area Summary" table shows the approved lighting levels from the existing permits and the proposed levels after these adjustments. The revisions will decrease the levels slightly, but will provide similar light ratios on the site. The other site plan change pertains to the fenced area on the south side of the Phase I body shop building. The square footage of impervious surface will remain the same from the existing permits, but the fence will be extended by +/-50 feet to allow for more storage in that protected area. All the changes are documented on the attached plans: -Sheet 1: Shearer Chevrolet, Shelburne Road, South Burlington, Vermont. "Site Plan — 2006" Dated: April 5, 2006. Last revised: October 6, 2006. Prepared by: Krebs & Lansing Consulting Engineers. -Sheet Al: Shearer Chevrolet, Collision Center, South Burlington, Vermont. "Plan View" Dated: October 4, 2006. Prepared by: Engelberth Construction. -Sheet A2: Shearer Chevrolet, Collision Center, South Burlington, Vermont. "Exterior Elevations" Dated: October 4, 2006. Prepared by: Engelberth Construction. -Sheet 4: Shearer Chevrolet, Shelburne Road, South Burlington, Vermont. "Lighting Plan" Dated: November 22, 2002. Last revised: September 22, 2006. Prepared by: Krebs & Lansing Consulting Engineers. These changes only improve the quality of the existing permits and do not violate any permitting requirements. We respectfully request, based on the aforementioned standards and regulations, that the amendment application be handled administratively. If you have any further questions, please feel free to contact me. Page 2 of 2 Shearer Chevrolet Site Plan Amendment Lighting Plan — Statistical Area SummarX Existing Permits Proposed Amendments Average 2.92 2.86 Maximum 6.60 6.60 Minimum 0.60 0.59 Ave/Min 4.87 4.85 Max/Min 11.02 11.19 *Grid Type: Horizontal Illumination at finish grade *Grid Units: Footcandles October 6, 2006 Shearer Chevrolet Site Plan Square Footage including amendments Structures Existing Current Permits Proposed (Including mezzanines) Proposed (Excluding mezzanines) Main Building Footprint 41,996 41,996 41,996 41,996 Parts Mezzanine 1,950 1,950 1,950 0 Prep Mezzanine 650 650 650 0 Phase II _ 0 0 0 5,400 5,400 4,650 5,400 4,650 11,561 Phase III 4,650 11,561 (207) Phase IV 11,561 Demo in Phase IV 0 (207) (207 Total Main Building 44,596 66,000 66,000 63,400 Used Car Building 2,533 Footprint 2,533 2,533 2,533 Basement 1,408 1,408 1,408 1,408 Demo Building in Phase II 0 (2,533) (2,533) (2,533) Demo Basement in Phase II 0 1,408) (1,408) (1,408) Total Used Car Building 3,941 0 0 0 Body Shop Phase I Footprint 0 Mezzanine 0 - 12,500 0 12,500 12,500 990 0 Total Body Shop 0 12,500 13,490 12,500 Total Site Square Footage 48,537 78,500 79,490 75,900 October 6, 2006 l i DG�1�A 00010 G. WHITE E 0SS0CIRTIS, INC. Realty RduiSUTS MEMORRNOUM TO: Juli Beth Hinds Ray Belair IM M : David White BHT[: October 6, 2006 K Shearer Chevrolet — Administrative approval for plan changes On behalf of the applicant and owner, Shearer North, LLC. c/o Shearer Chevrolet, Inc., we are requesting administrative approval for minor changes to the existing approvals for the redesign of the Shearer Chevrolet site located at 1675 Shelburne Road. The multi- phase construction remains essentially the same, only the adjustment of some features on the Phase I body shop building and some minor changes to the lighting plan and fenced area on the site itself. These changes will not significantly alter the purpose or general design of the existing site plan permits. Under Section 14.09(B) of the South Burlington Land Development Regulations, the Director of Planning and Zoning and Administrative Officer can approve amendments to the existing site plan permits administratively. This is applicable when the minor revisions "will not result in any permitting requirement or threshold being exceeded or violated." We believe that the following amendments qualify under these standards. The revisions to the body shop building itself include changing the building elevation from 16'0"+/- to 22'9"+/-, which remains within the height limitation (30') set forth by the City of South Burlington. Without changing the square footage of the building itself, some exterior changes are also being proposed. These exterior changes include eliminating one set of double doors to add two single doors, reducing the length of the east canopy, reconfiguring the storefront window and door, relocating a single door on the south side, eliminating transom doors on the west and north elevations, adding a storefront wall system and door and adding one full length window on the north elevation. 168 Batterg Street P. 0. Box 1007 Burlington, 0errout 05402-1007 The other revision to the body shop building is the addition of a 990 square foot mezzanine and a revised interior partition layout. From our conversation I understand that mezzanines may no longer be considered part of building square footage. However, as our current permits included two existing mezzanines in the approved square footage, I am providing a square footage table that indicates the existing and proposed mezzanines for you to determine how you wish to handle this in approvals. If one considers the mezzanines, total square footage on the site increases to 79,490SF from the currently approved 78,500SF. If one does not include mezzanines, the total currently approved is 75,900SF and this will not change with the current request. The details of this can be found on the attached "Site Square Footage" chart of the existing site and the proposed square footage including the amendment. Only two minor changes are being made to the site plan, specifically to the lighting plan and the fenced area near the Phase I body shop. Pertaining to the lighting changes in the vicinity of the body shop, we are proposing to consolidate 2 single head light poles south of the body shop into 1 double head pole and replace another pole with a light affixed to the canopy on the east elevation. In the display lot to the north of the main building, 1 light will be removed and another will be relocated to adjust for its elimination. The attached "Statistical Area Summary" table shows the approved lighting levels from the existing permits and the proposed levels after these adjustments. The revisions will decrease the levels slightly, but will provide similar light ratios on the site. The other site plan change pertains to the fenced area on the south side of the Phase I body shop building. The square footage of impervious surface will remain the same from the existing permits, but the fence will be extended by +1-50 feet to allow for more storage in that protected area. All the changes are documented on the attached plans: -Sheet l: Shearer Chevrolet, Shelburne Road, South Burlington, Vermont. "Site Plan — 2006" Dated: April 5, 2006. Last revised: October 6, 2006. Prepared by: Krebs & Lansing Consulting Engineers. -Sheet Al: Shearer Chevrolet, Collision Center, South Burlington, Vermont. "Plan View" Dated: October 4, 2006. Prepared by: Engelberth Construction. -Sheet A2: Shearer Chevrolet, Collision Center, South Burlington, Vermont. "Exterior Elevations" Dated: October 4, 2006. Prepared by: Engelberth Construction. -Sheet 4: Shearer Chevrolet, Shelburne Road, South Burlington, Vermont. "Lighting Plan" Dated: November 22, 2002. Last revised: September 22, 2006. Prepared by: Krebs & Lansing Consulting Engineers. These changes only improve the quality of the existing permits and do not violate any permitting requirements. We respectfully request, based on the aforementioned standards and regulations, that the amendment application be handled administratively. If you have any further questions, please feel free to contact me. Page 2 of 2 Shearer Chevrolet Site Plan Amendment Ling Plan — Statistical Area Summary Existing Permits Proposed Amendments Average 2.92 2.86 Maximum 6.60 6.60 Minimum 0.60 0.59 Ave/Min 4.87 4.85 Max/Min 11.02 11.19 *Grid Type: Horizontal Illumination at finish grade *Grid Units: Footcandles October 6, 2006 Shearer Chevrolet Site Plan Square Footage including amendments Proposed Structures Existing Current Permits (Including mezzanines) Proposed (Excluding mezzanines) Main Building Footprint 41,996 41,996 41,996 41,996 Parts Mezzanine 1,950 1,950 1,950 0 Prep Mezzanine 650 650 650 0 Phase II 0 5,400 5,400 5,400 Phase III 0 4,650 4,650 4,650 Phase IV 0 11,561 11,561 11,561 Demo in Phase IV 0 (207) (207) (207) Total Main Building 44,596 66,000 66,000 63,400 Used Car Building Footprint Basement Demo Building in Phase II Demo Basement in Phase II 2,533 2,533 2,533 2,533 1,408 1,408 1,408 1,408 0 0 (2,533) (2,533) (2,533) (1,408) (1,408) (1,408) Total Used Car Building 3,941 0 0 0 Body Shop Phase I Footprint Mezzanine 0 12,500 12,500 12,500 0 0 990 0 Total Body Shop 0 12,500 13,490 12,500 Total Site Square Footage 48,537 78,500 79,490 75,900 October 6, 2006 OW2 RAILROAD TRACKS / South Burlington Woter } Department Notes 7b Sspm m/YyM Mot- 04-orb7.nt mar b- WW h M4 w< Nwt 48 /lake A,a ro wt olr w -W., M awn to yOuM.D hw'Nd A p°ftrG tr-� 7" Sbam d.Niy _ Mber Dwo•bwlt ~ b Ifasd - - EwSr. av(bf noeatM r odrvav h bmh old cleat ar wM ebvcbr.s p,k yy-,� .mot RA/[ROAD TRACKS - .h y b ereaw a ear * aff. MM_ M S, I --� - - �> . - _ _ - - - - - - - - m. owraa� Mnr.- arer°r ,x.tar t.�ab..+t .aar _�- 1 _ --� ______________ _____ ------ --- �I I — 1 p - i � 279 _ _ _ �~ �' - - - ` � Sw whr vq-* ti+t aW b - --- ro nfr pprpfm t . � _w - Pee \ - 1 AI vet IW~ ro b P.* n -4 r °ccwd- ab 1 _ W / f Iro $ \1 \ o w0. °.M AM ft tobraa � at xb� \ 'mil �\ • .' \ `\ :g S}t Obrwd by Hw M�uN1� Mbf- zW&fK m. .. / •� I K ek Skit ory of 5bom te< GUkhuI- I" Qbbrt P. �_•� �- V " eve !QE%' 1 � —w _ . {sue aeae AVA \ \ � aabe°r°- .a<r M»r :IDtJS od mfipb — -- _ wawM �Wth t "< \;, �; ! EsarG Aascwt..f wrr'°an.�°i'Mry�...rrxG /"I 1 xs• i / �.. than / k knce_-_._-1 \ � rb � p � W Porttino Location MOD rri//r /////� - 1 I \ �, .--...•. �, - " , , � �f]+trt. rz' A0.S' � r • �. armre CU/1.t!/ � / i � 1 � �1 a�,a ® Custovner/L'mpta7ve Par*m9 ��s Not to mY< I 11 •J. - °.--.u-.-. / N- soz..7.d r PHASE I / � \,.q \1 M 1 /' Mw act II // �'�-°�e'e is BOOM SHOP \\ ; j \\ i \ \ • AG vets- mab �� Pstriping \1 g I S"d'r „2R \ ;�` \ , i. hh, A// mn re a eats i Planning and Zoning Information �(r shown represents inventor and awu \1 \ dWay orwos Actuo/ stroa y n ark h IIII I I u,k \ Iyy�w \ \\\ ! I \ \ these areas !s cpt/anal and .toll ioo0 r\ Z•7 orlwrw skp.. III I / \ bRe \.\ 11\... q\- onywd of the owners OwnerP//Cant are. dtxn. w. �naa I $ I N\\\\1 / \ Shearer North. L.L.C. l �iGriiirll�ir � «�I aver 1 1, �P�4L• �ii%</!�\. eeo \I \I eC o W///iom Sheorw C7 1� weaww •xe1 tilt /rr/rrrr e d nw 1 ter hrr�. \\\ N'. Iff`_ r _ - � .lam r .cr/ \ ace / ^`' 1 � \ \ 1lle tots/ area of pass 3 wetland 1675 She/bume Rood �� -- - - -- --- ��% / 1 \ distu bwd b the ro t s 0.95 South Burin ton, l? 05403 wA acre: (41,494 s 1. MO., Zone: 12.10 acres C2 - Commercial t r f S Lot commnyg.• w 1 e + / H _ .. .. s - •\ \ \\ \ .. enrr trr eb.ew IM. rawro frr < •+wa b.w Arw AeY✓ An. w.r~Ard .,,..,, mn, .. rrr w...4. Io7Ac H'I jI71r II I!Hfi I �t A d� u am: w...- W.-ar EJVS'11aC ar>,orr .< o"w.V.s+- e.t 44,52s a< 2J7.754 a 2B228Jaf .A.Yi e//w su7 a< 54= 45 IN Slfif /YU-05EV nut[r slots a< arlr eYMI - M,ee1 a< •� ably Ai - IYLN al e>�at✓tr n:sm.< 57,Ia al. � ,may„ .'�-"a. 'mav .1P?58.. aG Qj ,Je".date af. Ines a<" u.>r 58Sf Aaf. r5er dam FRCPWEV ass�a< SfLE%aG r[aw .< 2A;017 aI -L7az al. 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Sh eorer Ch e vro/e t . 7 ••-..Gw awnm 1�-SAC .ot- Date .Wi�r2008 Z-70sr�EzeutrNE r Aa ewe. rr.�' T SHELBURNE ROAD (U.S. Route 7) R➢ euRVNc S eF LINS'ING Consult�n F3{gsneers, Inc. _..1.. /� !2-Ac wfrwwh lee .l(asn 9tree4 Colchester, 9Vermont 0544eo Project South Budin ton Vermont' G�w mm near ar `r .slea7 < 752X M5T Ryad 1>Ifr a< •Mcaat.< >!mkF nee < 7I4C maT A'GMICL •'IOYAIIP ' c viracc. um nu, nF �zs•vso a W ? f a W >r i , III [1 rewn :o. �� w•. a; i rFv runr rRr i•Mri irs ruur rFv rn - r- cD AW1JM145 � nP nr rw enr ^5' ' NGIOr/•l GC �. a'I.•rC till .' NMI 9Y �F XI JIL �ULiL—cI- •. "e, Mssr A en f—l.. —Li. 1M M �.1- _ - 9 - _ O Il T MGTA,.RMAiF MGTAL FGr41F MG14L r`rAiF AIGTAI FCM�F MGTAI PSrA:F FM +P>. >t+LL S�nLL S LL a LL 51.+LL r K[rArR araLL —Ail .rf. r•I Lu ; !_' �Vb'•t5' iO�.t5' iC'G'.1S' IV w'•Z>' •VCxiY NCR MCInWPMP. MCIy PCMIR Mri' ICP4R A4•I4L�?.PAir Wr, N PAIR. 5T1- i DMIx. AFrn �o..I MRrS I IX A nY"1•i vCr. V Iw ` ♦ r,G•OMy..' 4♦f L'-0.'1M _ L ,rArao rK•c - f ;�ccwnu Q '_ z'.._ ga.. PLAN VIEW. SCALE: 10; - I'P . �r�iar LiH!2 +I wNLipSi rncr. WALL TYRa in.n WALL iwtS CUiT MK — C,JR/'r IR.•A 4r34 � I, Cnl NnrP,C CnJ �I LIL rGRw w m elvcxq e,m w nlwuTrn,cr rgln 2S-J' --- �..� ?NF fAT,Y :NALLTTPG 2131 Z vl.+wi O IGU - RU(NI Cil RECEDED CC i 12006 City of So. Burlington r�� LdJ -q; lG'/.IalrO !E` mx�xcK M1ry er ✓OOrvxG ln , � Y.] THE COLLISION CENTER _ 4-1 .}I .. cn.xnn ca..xee M�ca�a� q'• ;mu�a�i�w Dodo EAST ELEVATION errruin xwa 4� 1Y,r r"' l'• I j c•�cl¢srcm 3. NORTH ELEVATION 5CAI-E: I/A'.- I7 t �f fl j' SOUTH ELEVATION SCALE: Ilb' _ I ;r - .clm A. I I I f•ICnflOPC 125'lr WE5T ELEVATION d SCALE I/8' -IV E �S pC eggtr W 77 z O 0 Ix z >UOW W U00 �z ago M 0 w c W O RECEIVE® s t - -m aC i 1 12006 City of So- Burlington - Eis\mq ad\ 1 EY}4\me- dd\ te�ce 1\ 1 to.ce / 279' \ 1 w\ nra, E �u 1 1 \ _ I nr v� � P a$/ �° a" a' a� v¢ a¢ \� as ' v¢ 01 v s e ve !I v� v 1 aP aP a9 T a aplip}� v v¢ }¢ a9 4�` }� }� v}� y$ v° a� v4 10}� u9 a$ �� .u' }$ 11 }11, g° 0}� � v`S as �' ys vs va }a v4• a� �` }$ �& as � v�' �' v?' �e' _a4° �a vs' v� � �"- -- � x4' PHASE III\ \ 1 BODY SHOP \ }� a - a° }� F9 wa v' ' v4 a y v" y� erC ns e Frog 1 0e 1 �° r 1 1 F F F G a� 4° }$ aQ a� r �' + y e � e � � � � �' o$ ► r ►'°' ► r ► x` err r =` ' ' x < � � } 1 a � _ � �a �' v� v� ^•^ y xr^ }� }''9^� a� a }� Qe �° to a¢ qp }4 p A sop }y^ is !?' V } a% � a �' a< } * -� �-_ �°— � ► e r � a� y 1 v9' a4` a a 10, Y '#'e ire" Y it }' 7 tY ♦ N y I ...4�1 � 4 Q4A -b� 1 x Y }r � i� i> �!' _ $ 5 b q ^ e ' n _ -- - - --'w _ _ � � 1 \ 45, C LL PHASE IV_y— �^. e }$ EXPANSION II }' -t i' �p �$ �y I,j�W i i i pn .f .,+ l ' A° it 4' ►$ � Ain' 'ire :$ Y '1` '4$ � H �^ I I7� I�A Ye 7r y'2 y0 ya° - � �� —,�y+^ y. �B ^0,i yA'° �\ 2 \\ �d' for' Wd' — } E y� y F F F a 01 a` y'1 a°e x 9" a �> y F y t a°° v' 4 > } v m A �c ee q — s' 'IA y "4' ape "^ e � 1 EXISTING BUILDING �aenon - I 1 , \ A F 4 41, 996s R •. illP z }d° � ^ w T Y►M V1° >s y$ w :l'1 err^" E 31 K a�,">' a? y y y y' ad 0 o I nbw L1 are r }°A 99' 9$ v 1 }a a° �4 JT .__ e e ^ ?9 7 a?^ yP' y"h t°�� �. 4. " $ � } y$ yer }'`b � g% }`'e yr }^! �g Ap y$ a'' y$ err as°''. 2 v' 11 _�r 1e xb y^ a^A x ,, 'a err xyb ib aa 1x-*b' ,, xA r11 q .. 1 p v� z I 49 a�a f#f Zti I } } nNiel 1110191B1ll�� 011 �g ? _ —.._.. i _r--. Ir artaw,Nemwv( vaora,lr, ter. IF I I -►—A a°e ---__9�--�--#k'--0'— Y� e e v' i9' i� 01 It F9' P4' 01 4P 49' a It a ?P a *0 1? A$ 4P' 04 V9' 4v' � 4S 9�l ?¢ a WO 4$ 44 4$ *+ *P W� 7`P ,p e 4` 4$ V$ i W� i`p `� A4 ?$ ,p err *+ e 8 0 +r 4°9 e e 4$ +r 7 f O' 4°� e ,p ti 49 010 Pt3MtRP AWD PnT R CPPPTPTrA7TOW.q Fixture A Fixture E TManufacturer: LSI Manufacturer. LSI Fixture: Greenbriar GFM NI Fixture: Greeabriar GFM Configuration: 1 Configuration: 3Q90e Optics: Type ID Optics: Type V Lamp: 40OMH Lamp: 400MH Lens: F (Flat Tempered Glass) Lens: F (Fhu Tempered Glass) Color. PLP (Platinum Plus) Color. PLP (Platinum Plus) Options; --- Option: — Pole: 2& Pole: 26 Bass Cover. — Bass Cover. — Pole Color. PLP (Platinum Plus) Pole Color. PLP (Platinum Plus) Note: Poles are mounted on T raised footings. Note: Poles are mounted on 3' raised footings. Fixture B Fixture F Manufachver: LSI A Manufacturer. Garden Fixture: Greenbriar GFM Fixture: 102 Wall Sconce Configuration: 2Qar 180' Distribution: WT Optics: Type V Lamp: 150MIi Lamp: 40OMH Finish NP (Natural Paint) Lens: F (Flat Tempered Glass) Options: ---- Color. PLP (Platinum Plus) Note: Fixtures are mounted at 18' on budding. Options: ---- Pole: 26 Fixture G Bass Cover: --- Pole Color. PLP (Platinum Plus) Manufacturer: Gardco Note: Poles are mounted on 3' raised footings. Fixture: 102 Wall Sconce Distribution: Lamp: WT 50MH - Fixture C Finish NP (Natural Paint) f Manufacturer. LSI Options: -- Fixture: Greenbriar GFM Note: Fixtures are mounted at 8' on building. Configuration: 2@180' w/ Rotated optics Optics: Type Ill Lamp: 400MIl Fixture H Lens: F (Flat Tempered Glass) A Manufacturer: Gard - Color. PLP (Platinum Plus) Fixture: 102 Wall Sconce Options: — Distribution: WT Pole: 2& lamp: 150MH Bass Cover. -- Finish NP (Natural Paint) Pole Color. PIP (Platinum Plus) Options: ---- Note: Poles are mounted on T raised footings. Note: Fixtures are mounted at IV on building. Fixture D Firdme J Manufacturer: LSI Manufacturer. Beg& Fixture: Greenbriar GFM Fixture: 8216P (Ballard) Configuration: 4Q90° Lamp: l8war (Compact Flowescent) Optics: Type V Finish Stainless Steel Lamp: 400MH Fixture K Lens: F (Flat Tempered Glass) Color. PLP (Platinum Plus) Manufacraer: Insight Options: __— Fixture: SMS Wall Mount- 12 Feet Loq Pole: 26' Reflector. SA Single Lamp Bass Cover: --- Lamp: T8 32wati Pole Color. PLP (Platinum Plus) Finish TN (Textured Natural) Note: Poles are mounted on 3' raised footings. Fixture Z f Existing light fixtures from previously approved lighting plan CTI dated 09.10.02 ISO -CONTOUR KEY ISO -CONTOUR FOO712AADLEVALUE 1.00 0.50 0.25 LSI Lighting Systems Gardco. 10000 Alliance Road 1611 Clovis Barker Road Ciaclnnati, OH 45242 San Marcos, TX 78666 (513) 793-3200 (800) 227-0758 Bega Insight Lighting 100 Begs Way 1 Fulcrum Way Carpinteria, CA 93013 (805)684-0533 IV FAPW,o, NM 87144 5045 STATIS77CAL AREA SUMMARY Grid Type: Horizontal Illuminance at finish grade. Grid Units: Footcandles Ave Max Min Ave/Min /*ax/Mi❑ �00c Overall Site (AD paved surfaces) 2.96 6.60 0.59 4.85 (J Disclaimer. This analysis was calculated in accordance with published IES calculation methods and proceAures with the 4nYn9t n data as entered by the user. This analysis is based on tested IES photometric data, light loss factors as 0 defined in the LLF value. This analysis is a mathematical model of real life situations, and it can be only as accurate as the model itself Calculated values may vary from actual measurements in certain situations. SE Group is not responsible for light output deviations due to htmp/ballast combinations or other variables. Oat, row,,,: 09.2a05 i Descripfk Rek i,n, ba on ,mment, f— o ^er. Chft*,d Date �ODesign MKW Lighting Plan Drawn Checked SE GROUP Scale / =� Sh earer Ch e vrole t planning & design Date 11.22.02 1r6 c,u=s�so-ac Project 02208 She/burn Road South BuNin ton ✓ern'lOnt B.14,w, Vnmoo[ anal Pin :(aar)ear 8 ARIWS & L.INS'!NC Consulting Engineers, lnc. 4 t�lB6J ° ISV Afain Street, Colchester, Vermont 064465� ..,., p„� Notes: Job: Type: 100 LINE 102 PERFORMANCE SCONCE The Gardco 102 Rounded Wedge high performance sconce offers an excellent alternative to unsightly wall mounted fixtures. These architecturally refined luminaires are designed to integrate naturally to wall surfaces. The 102 luminaires are available with three (3) different distribution patterns - a wide throw, a medium throw and a forward throw. Each luminaire is designed to accept HID sources up to 175MH, and Compact Fluorescent sources up to 42 watt. Housings are sealed throughout, completely excluding moisture, dust, insects and contaminants. • - 1 .. , . PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter the order code into the appropriate box above. Note: Gardco reserves the right to refuse a configuration. Not all combinations and configurations are valid. Refer to notes below for exclusions and limitations. For questions or concerns, please consult the factory. DISTRIBUTION 102 Rounded Wedge FT Forward Throw Not Available with Fluorescent Lamps 102EM Emergency Sconce WT Wide Throw Not Available with Fluorescent Lamps 102EMR Remote Emergency Sconce MT Medium Throw Refer to con/figuration Chart below for available combinations VOLTAGEWATTAGE AND LAMPNOLTAGE CHART - 102 CONFIGURATION CHART - 102EM Voltage: 1 120 1208 12401 277 1 347 1 480 Distribution Voltage EtZ 50MH 70MH 150MH • • 175MH • • 35HPS • 50HPS • 70HPS • • 100HPS • • 150HPS • • 50CMHE' UNIV 70CMHE' UNIV 100CMHE' UNIV Fluorescent 260F' UNIV 226QF' UNIV 32TRF' UNIV 42TRF' UNIV FT WTlf M•T 1•20 208 240 2•77 7 480 226QF ;F f rI34 42T • •NKIM• C - • CONFIGURATION CHART - 102EMR cent FT WT MT 120 208 22� 277 347 480 L266F mot, • • � • • F ` • • N01340 • 1 • MIN Combinations marked with a dot are available for ordering. MH - Metal Halide CMHE - Ceramic Metal Halide with Electronic Ballast HPS - High Pressure Sodium OF - Quad Fluorescent TRF - Triple Tube Fluorescent 1. Fluorescent and CMHE luminaires feature electronic ballasts that accept 120V through 277V, 50hz to 260hz, input. Specify "UNIV" voltage for 120V through 277V. BRP Bronze Paint F Fusing 120V through 2771/only WLU Wet Location Door for Inverted Mount BLP Black Paint PCB Button Type Photocontrol n/a w/48ov Not available with WG option WP While Paint QS Quartz Standby WS Wall Mounted Box for Surface Conduit Rear entry permitted NP Natural Aluminum Paint HID only, N/A with CMHE Ballasts WS/UT WS Option w/5° Uptilt Rear entry permitted BGP Beige Paint or in 480V.. I00w Quartz maximum. WG Wire Guard Not available with WLU option OC Optional Color Paint 0924 Quartz Emergency POLY Polycarbonate Sag Lens 100wHlDmaximum Specify PAL designation WT Optic only. 150w HID maximum. EMR Luminaires Only ex: OC-RAL7024 100w Quartz maximum B30* Bodine emote Emergency Pack Sc Special Color Paint 012V Quartz 12V Emergency Full Light Output in emergency mode Specify. Must supply color chip WT Optic only. 150w HID maximum. B84CG* Bodine Emergency Battery Pack 100w Quartz maximum SL Solite® Diffusing Lens B94C-CAN* Bodine Remote Emergency Pack - Canada 'Emergency UT 5° Uptilt Battery Packs for EMR types MUST be ordered with luminaires and supplied by Gardco. Gardco Lighting reserves the right to change materials or modify the design of its product without Gardco Lighting (800) 227-0758 notification as part of the company's continuing product improvement program. Solite is a Registered Trademark of AFG Industries. 1611 Clovis Barker Road (512) 753-1000 San Marcos, TX 78666 FAX: (512) 753-7855 . ® Copyright Gardco Lighting 2001-2006. All Rights Reserved, International Copyright Secured. www.sitelighling.com LIGHTING A Genlyte Company 79115-125/0706 100 LINE 102 PERFORMANCE SCONCE SPECIFICATIONS GENERAL: Each Gardco 102 luminaire is a wall mounted cutoff luminaire EM Luminaires: In the event of power interruption, integral battery pack for high intensity discharge or compact fluorescent lamps. Internal will power (1) 42W or (2) 26W compact fluorescent lamps at reduced light components are totally enclosed in a rain -tight, dust -tight and corrosion levels for a minimum of 90 minutes. Maintenance free battery is rated for resistant housing. The housing, back plate and door frame are diecast ambient temperatures down to 321F/00C (EM). Indicator light is visible aluminum. A choice of three (3) optical systems is available. Luminaires are through the lens. A test switch is accessible through the door assembly suitable for wet locations (damp locations if inverted). EM units do not bear CUL label. HOUSING: Single -piece housings are diecast aluminum. A memory retentive gasket seals the housing with the doorframe to exclude moisture, dust, insects and pollutants from the optical system. A black, die cast ribbed backplate dissipates heat for longer lamp and ballast life. DOOR FRAME: A single -piece diecast aluminum door frame integrates to the housing form. The door frame is hinged closed and secured to the housing with two (2) captive stainless steel fasteners. The heat and impact resistant 1/8" (.32cm) tempered glass lens and one-piece gasket are mechanically secured to the door frame with four (4) galvanized steel retainers. OPTICAL SYSTEMS: Reflectors are composed of specular extruded and faceted components, electropolIshed, anodized and sealed. Reflector segments are set in arc tube image duplicating patterns to achieve the wide throw, forward throw or medium throw downlight distributions. ELECTRICAL: Standard Luminaires: Each high power factor HID core and coil ballast is the separate component type, capable of providing reliable lamp starting down to-20°F/-29°C. Component -to -component wiring within the luminaire will carry no more than 80% of rated current and is listed by UL for use at 600 VAC at 150°C or higher. Plug disconnects are listed by UL for use at 600 VAC,15A or higher. Standard fluorescent units have a starting temperature of 0°F/-180C. Standard fluorescent ballasts are high power factor electronic solid state. DIMENSIONS EMR Luminaires: A 7.572.29m, 12 wire, quick disconnect assembly is provided for wiring through conduit (by others) to a Bodine B30, B84CG or B94C-CAN fluorescent emergency battery pack. The fluorescent emergency battery pack MUST be supplied by Gardco. The B30, B84CG or B94C-CAN option is required to be on the order to the factory. In the event of power interruption, the B30 remote battery pack will power (1) 42W or (2) 26W compact fluorescent lamps at full light levels; the remote battery pack (B84CG or B94C-CAN) will power (1) 42W or (1) 26W compact fluorescent lamp at reduced light levels; for a minimum of 90 minutes (1330 or B84CG) or 30 minutes (B94C-CAN). Maintenance free battery is rated for ambient temperatures down to 32°F/0°C. Minimum luminaire starting temperature is 0°F/-180C. Indicator light is visible through the lens. A test switch is accessible through the door assembly. NOTE: B30 and B84CG do not bear CUL label. LAMPHOLDER: Pulse rated medium base sockets are glazed porcelain with nickel plated screw shell. Fluorescent sockets are high temperature (PBT) with brass contacts. FINISH: Each standard color luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) textured polyester powdercoat finish. Standard colors include bronze (BRP), black (BLP), white (WP), natural aluminum (NP) and beige (BGP). Consult factory for specs on custom colors. LABELS: All fixtures bear UL or CUL (where applicable) labels, except as noted. Lens down application is Wet Location and lens up is Damp Location, except when using the optional inverted Wet Location components. Mounting Plate 4 Sh 6" —lo- I 010.95 cm 0�20.96 cm 1 3/4" dia. 3471= " 4.4 cm 7.62 cm 161/2" _ 9" -� 0 01 41.91 cm 22.86 cm Mounting Boh Pattern Note: Mounting plate center is located in the center of the luminaire width and 3.5"(8.89cm) above the luminaire bottom (lens down position). Splices must be made in the J-box (by others). Mounting plate must be secured by max. 5/16" (.79cm) diameter bolts (by others) structurally to the wall. Gardco Lighting reserves the right to change materials or modify the design of Its product without notification as part of the company's continuing product improvement program. Solite is a Registered Gardco Lighting (800) 227-0758 1611 Clovis Barker Road (512) 753-1000 _ Trademark of AFG Industries. San Marcos, TX 78666 FAX: (512) 753-7855 ® Copyright Gardco Lighting 2001-2006. All Rights Reserved. International Copyright Secured. www.sitelighting.com LIGHTING A Genlyte Company 79115-12510706 State of Vermont LAND USE PERMIT ADMINISTRATIVE AMENDMENT CASE 4C1132-4 APPLICANT Shearer Chevrolet, Inc. ADDRESS 1675 Shelburne Road South Burlington, VT 05403 and Shearer North LLC 1675 Shelburne Road South Burlington, VT 05403 LAWS/REGULATIONS INVOLVED 10 V.S.A. §§ 6001 - 6092 (Act 250) Act 250 Rule 34(D) District Environmental Commission #4 hereby issues Land Use Permit Administrative Amendment #4C1132-4, pursuant to the authority vested in it by 10 V.S.A., §§ 6001-6092. This permit amendment applies to the lands identified in Book 659, Pages 725-727, of the land records of the City of South Burlington, Vermont. The project consists of the incorporation of the new sign on the east side of the autobody repair building. The sign will be black acrylic individually stud mounted letters approximately 60 sf. in size and not illuminated. The project is located on Route 7 and Bartlett Bay Road in the City of South Burlington, Vermont. 1. Except as amended herein, all terms and conditions of Land Use Permit #4C1132 and subsequent amendments remain in full force and eff VJ - Dated at Essex Junction, Vermont, this/ray of March, 2007. By, ", Pe E. Keibel District #4 Coordinator This permit is issued pursuant to Act 250 Rule 34(D), Administrative Amendments, which authorizes a district coordinator, on behalf of the District Commission, to "amend a permit without notice or hearing when an amendment is necessary for record -keeping purposes or to provide authorization for minor revisions to permitted projects raising no likelihood of impacts under the criteria of the Act." The rule also provides that all parties of record and current adjoining landowners shall receive a copy of any administrative amendment. Prior to any appeal of this Administrative Amendment to the Environmental Court, the applicant or a party must file a Motion to Alter with the District Commission within 15 days from the date of this Administrative Amendment, pursuant to Act 250 Rule 34. The decision on the Motion to Alter may be appealed within 30 days of the date of the decision in accordance with 10 V.S.A. Chapter 220. For further information, see the Vermont Rules for Environmental Court Proceedings, available on line at www.vermontjudiciary.org The address for the Environmental Court is: Environmental Court, 2418 Airport Rd., Suite 1, Barre, VT 05641- 8701. (Tel. # 802-828-1660) CERTIFICATE OF SERVICE hereby certify on this 19' day of March, 2007, a copy of the foregoing ACT 250 LAND 1SE PERMIT #4C1132-4 , was sent first class mail, postage prepaid to: Villiam Shearer, President hearer Chevrolet, Inc. and hearer North, LLC 675 Shelburne Road outh Burlington, VT 05403 )avid G. White )avid G. White & Associates, Inc. 68 Battery Street PO Box 1007 �urlinfton, VT 05402-1007 >onna Kinville, City Clerk ,hair,City'Council/Chair, Planning Commission 'ity of South Burlington 75 Dorset Street outh Burlington, VT 05403 'hittenden County Regional Planning Commission 0 Kimball Avenue, Suite 206 outh Burlington, VT 05403 izabeth Lord, Land Use Attorney ;ency of Natural Resources 3 South Main St. - Center Bldg., 3rd Floor aterbury, VT 05671-0301 ►istrict #4 Environmental Commission om Little, Chair 11 West Street ssex Junction, VT 05452 File at District Commission Office ated at Essex Junction, Vermont, tt \Act25 0\ADMrMCS\4C 1132-4.wpd.bc Impact Fee Calculation for New Non -Residential Construction Project Name Effective Date C Type of use D Type of construction E Value of construction per square foot from Appendix 1 G 9h S,Y�st�f#ic � Wog G/C c F Total square feet of new construction G Total value of new construction �'f �f E x F H ty ep Above in units of$1,000 �. T Qj G/1000 I Existing land rJJ66) Grand list J Above in units of$1,000 /�s' I / 1000 K Total value of site and improvements after construction G + I L Above in units of$1,000 196. y K / 1000 ROAD IMPACT FEE M Base road impact fee per VTE $144.56 N Estimated PM peak hour VTEs C / ,F. O Base road impact fee % 1 7 3 M x N P Credit per $1,000 (Table RD-5) for past payments Credit for past payments y Sv J x P .l Credit per $1,000 (Table RD-6) for future payments S Credit for future payments?'j L x R T Total road impact fee l Ot y�5� ((� O _ Q - S FIRE PROTECTION FEE Estimated post construction value of structure and contents D , /�� U in units of $1,000 VH x 1.875 V Base fire protection impact fee 1 D (% $0.87 x U Credit per $1,000 of land value Q) for past tax payments W (Table FP-4) �. From FP-4 X Total credit applicable to project for past tax payments W x J Post -construction value of structure and land excluding Y contents G+I Z Above in units of $1,000 Y / 1,000 Credit per $1,000 of post -construction value for future tax AA ports (Table FP-5) • O From FP-4 AB Total credit applicable to project for future tax payments AA x Z AC Total fire protection impact fee V - X - AB TOTAL ROAD AND FIRE IMPACT FEE I � . Calculation sheets.xls �'�`I'� d"�Ibw��cQ �d � 185,�Y7r� CITY OF SOUTH BURLINGTON DEPARTMENTOF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 16, 2006 David G. White David G. White & Associates PO Box 1007 Burlington, VT 05402-1007 Re: Site Plan Application #SP-06-63 Shearer Dear Mr. White: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the Administrative Officer on October 16, 2006 (effective October 16, 2006). Please note the conditions of approval including that you obtain a zoning permit within six (6) months. If you have any questions, please contact me. Sincerely, l C Betsy McDonough Planning & Zoning Assistant Encl. SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 July 20, 2006 David G. White David G. White & Associates PO Box 1007 Burlington, VT 05402-1007 Re: Shearer Chevrolet Dear Mr. White: For your records, enclosed is a copy of the approved minutes from the May 16, 2006 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, teEq C Betsy McDonough Planning & Zoning Assistant Encl. ) bwef-44 DEVELOPMENT REVIEW BOARD 16 MAY 2006 Public Hearing: Final Plat Application #SD-06-26 of Shearer Chevrolet, Inc., to amend a previously approved planned unit development for an existing 48,537 sq. ft. gfa of auto sales and service facility. The amendment consists of increasing the size of the proposed expansion from 27,539 to 29,963 for a total gfa of 78,500 sq. ft., 1675 Shelburne Rd: Mr. White said the design change is at the north end of the building. They will build 2 separate phases, but both are included in this application. Mr. Belair said staff has no issues. Ms. Quimby moved to approve Final Plat Application #SD-06-26 of Shearer Chevrolet, Inc., subject to the stipulations in the draft motion. Mr. Bolton seconded. Motion passed unanimously. 10. Continued Sketch Plan Application #SD-06-15 of Bensen Development LP to amend a planned unit development consisting of two commercial buildings (9280 sq. ft. and 3672 sq. ft.) and 16 multi -family dwelling units in three buildings. The amendment consists of constructing a nine unit multi -family dwelling, 5 Executive Drive: Mr. Bensen said he did not plan to clear cut. Members were OK with the proposed plan. 11. Sketch Plan Application #SD-06-25 of Timberlane Dental Group to amend a previously approved planned unit development for an 8,304 sq. ft. medical office. The amendment consists of constructing a 1701 sq. ft. addition, 60 Timber Lane: Mr. Courcelle said they will reconfigure and add parking to meet standards. 100 spaces are required, and they will provide 103. He showed the location of spaces including 10 spaces they maintained the right to when there was a property line adjustment in June, 1979. Ms. LaRose asked if this was approved by the city. Mr. Belair said he had to research this. Mr. Birmingham expressed concern with parking in this area and noted it is always overflowing. Mr. Courcelle said the additional space will be for 3 additional dental chairs but they do not plan to increase staff. Mr. Belair said there have been numerous calls from neighbors regarding cars parking in residential areas. He noted the parking standard is a minimum, and the Board can require more. Mr. Birmingham asked if there is room for more parking. Mr. Richardson said they could remove more trees, but they tried to leave them as a buffer to the residential area. He stressed that they are not adding more providers, just spreading things out. -5- State of Vermont WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules, Effective January 1, 2005 Chapter 21, Water Supply Rules, Effective April 25, 2005 Case Number: WW-4-2058-2 PIN: EJ97-0045 Landowner: William Shearer Sherer Chevrolet, Inc. 1675 Shelburne Road South Burlington VT 05403 This permit affects property referenced in deeds recorded in Book 118 Page 463 of the Land Records in South Burlington, Vermont. This project, consisting of adding a 5,400 square foot (Phase I) and a 4,650 square foot addition (Phase III) to the existing building and modifying the Body Shop (Phase II) served by municipal water and wastewater services located at 1676 Shelburne Road in the City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. This does not constitute approval under Act 250 case number 4C1132. GENERAL l . This permit does not relieve the permittee from obtaining all other approvals and permits as maybe required from the Act 250 District Environmental Commission, the Department Public Safety, Division of Fire Safety— telephone (802) 828-2106 or (802) 879-2300, and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans that have been stamped "approved" by the Wastewater Management Division: Project 00124, Sheet 1 "Site Plan — 2006" dated April 5, 2006; Sheet 2 "Utility Plan — 2006" dated April 5, 2006; and Sheet 5 "Details — 2006" dated April 5, 2006 prepared by Krebs & Lansing Consulting Engineers, Inc. 3. The project shall not deviate from the approved plans in a manner that would change or affect the exterior water supply or wastewater disposal systems, building location, or, the approved use of the building, without prior review and written approval from the Wastewater Management Division. 4. The conditions of this permit shall run with the land and will be binding upon and enforceable against the permittee and all assigns and successors in interest. The pemlittee shall be responsible for the recording of this permit in the South Burlington Land Records within thirty, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. Wastewater System and Potable Water Supply Permit WW-4-2058-2 William Shearer Page 2 5. All conditions set forth in Permit #WW-4-2058 and #WW-4-2058-1 shall remain in effect except as modified or amended herein. 6. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. 7. A copy of the approved plans and this permit shall remain on the project during all phases of construction, and upon request, shall be made available for inspection by State or local personnel. WATER SUPPLY & WASTEWATER DISPOSAL 8. No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater system until the Secretary receives a certification from a designer or the installer, signed and dated, that states: ' "I hereby certify that, in -the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with the permitted design and all permit conditions, were inspected, were properly tested, and have successfully met those performance tests." This shall include the water service and sanitary sewer lines to each structure. 9. The project is approved for water supply by connection to the municipal water system as depicted on the approved plans. The Wastewater Management Division shall allow no other method, or location of obtaining potable water without prior review and approval. 10. The project is approved for wastewater disposal by the construction of a connection to the municipal wastewater treatment facility as depicted on the approved plans. The Wastewater Management Division shall allow no other method, or location of wastewater disposal without prior review and approval. Dated at Essex Junction, Vermont on May 12, 2006. Jeffrey Wennberg, Commissioner Department of Environmental Conservation By a0641w- Ernest Christianson Regional Engineer C For the Record South Burlington Planning Commission & Select Board Krebs & Lansing Consulting Engineers, Inc. Act 250 District Environmental Commission #4 Department of Public Safety, Division of Fire Safety SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING .7PMENT REVIEW BOARD Report preparation date: May 4, 2006 irer\final_ammendSD0626.doc Plans received: April 21, 2006 SHEARER CHEVROLET PLANNED UNIT DEVELOPMENT FINAL PLAN APPLICATION #SD 06-26 Meeting date: May 16, 2006 nda # 9 _j/icant earer Chevrolet, Inc. ,75 Shelburne Road outh Burlington, VT 05403 ;o_ -)avid G. White David G. White & Associates 168 Battery Street, PO Box 1007 Burlington, VT 05402-1007 862-1225 Location Map Owner Shearer North, LLC. 1675 Shelburne Road South Burlinqton, VT 05403 Property Information Tax Parcel 1540 01675 C Volume 109, Page 487 Traffic, Bartlett Brook Overlay District Commercial 2 District 12.1 Acres ;ITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\shearer\final srp doc PROJECT DESCRIPTION Shearer Chevrolet, Inc., hereafter referred to as the applicant, is seeking to amend a previously approved planned unit development for an existing 48,538 sq. ft. gfa of auto sales and service facility. The amendment consists of increasing the size of the proposed expansion from 27, 539 sq. ft. to 29,963 sq. ft. for a total gfa of 78,500 sq. ft., 1675 Shelburne Road. COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Raymond Belair, referred to herein as Staff, have reviewed the plans submitted on April 21, 2006 and have the following comments. Tahle 1_ nimnncinnnl Romiiromonic C2 Zoning District Limits/ Required Proposed Min. Lot Size 40,000 S.F. 527,395 Max. Building Covera e 40% 14.4% Max. Total Coverage 70% 69% Min. Front Setback Shelburne Road Bartlett Bay Road 50 ft. 30 ft. >50 ft. >30 ft. Min. Side Setback 10 ft. >10 ft. Min. Rear Setback 30 ft. n/a Max. Building Height 35 ft. 32 ft. zoning compliance n/a this corner property has two front setbacks and no rear setback In addition to the requirements summarized in the above, Section 3.06(H) of the South Burlington Land Development Regulations (SBLDR) prohibits more than 30% of the front setback from being used for driveways and parking, and the balance shall be landscaped. The proposed Shelburne Road front yard coverage prior to the State of Vermont taking for the Shelburne Road widening project is 63.1 %. After the State of Vermont taking for Shelburne Road, the proposed Shelburne Road front yard coverage is 75.6%. This increase is not a result of the applicant's proposal and Staff recommends that the DRB consider the proposed coverage as an existing condition of the lot. Furthermore, the Bartlett Bay Road front yard coverage will decrease from 33.7% to a complying 29.8 % as a result of the proposal. Planned Unit Development Standards Pursuant to Section 15.18 of the South Burlington Land Development Regulations PUDs shall comply with the following standards and conditions: (a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. The South Burlington Water Department reviewed the plans and expressed approval with the plans as presented. No changes will be required. 4TY OF SOUTH BURLINGTON 3 DEPARTMENT OF _)EVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\shearer\final.sr .doc (b) Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subjectproperty and adjacentproperties I The City Engineer reviewed the plans and has noted that he finds no issues or concerns with the plans as presented. Furthermore, the applicant has submitted grading and erosion control plans. Staff feels that the proposed project adequately adheres to standards for grading and erosion control. (c) The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads The subject property contains 2 access points on Shelburne Road and 2 access points on Bartlett Bay Road. The Shelburne Road curb cuts (43 ft. wide southerly and 40 ft. wide northerly) will not change as a result of the Shelburne Road widening project or as a result of this proposal. The existing 35 ft. westerly Bartlett Bay Road curb cut will be replaced with a new 25 ft. curb cut just west of the existing. The easterly 43 ft. Bartlett Bay Road curb cut will be replaced with a 24 ft. curb cut west of the existing curb cut. Staff feels that these changes will provide improved safety, particularly because the easterly Bartlett Bay Road curb cut will be further from the intersection with Shelburne Road, and the Bartlett Bay Road curb cuts will be narrowed to just two lanes. All four access drives exceed the minimum required 20 ft. width for two-way commercial drives as per the SBLDR. Based on ITE data, the proposed and existing buildings will result in an estimated 207.24 pm peak hour vehicle trip ends. This represents an increase of approximately 79.1 vtes over the current generation of 128.14 vtes. This increase will be used to calculate traffic impact fees. The subject property falls within Zone 3 of the Traffic Overlay District. According to Section 10.02(G) of the zoning regulations, the subject property shall generate no more than 593 vehicle trips per I'M peak hour of the adjacent street. The proposal falls within the traffic allowed. Circulation is proposed to be two-way throughout the site. Internal aisle widths within the proposed parking lots are sufficient for two-way traffic and 90 degree parking spaces, as outlined in Table 13-8 of the South Burlington Land Development Regulations. (d) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The project as proposed will encroach into the Class III wetland buffer. The proposed body shop and the parking in the southwest portion of the property will be within this buffer. However, this encroachment has been repeatedly reviewed by the city and state and found to have little to no negligible adverse impacts on the wetlands. .;ITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\shearer\final srp doc (e) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located i According to Section 4.03 of the South Burlington Land Development Regulations, the purpose of the C2 District is to encourage general commercial activity. The use as automobile sales is permitted. Staff feels the proposed project is visually compatible with the development patterns in the area and is in conformance with the above statement of purpose for the C2 District. (� Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas There are few open space areas to remain on the subject property, but they are largely contiguous and include the wetlands on the site. (g) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided The South Burlington Fire Chief has noted that he does not feel his review is necessary for this project. (h) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners The proposed amendment will not alter the ability of these items to be extended to adjacent properties. (i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards Staff feels that the proposed project is in compliance with this requirement. All proposed lighting is in compliance with the standards set forth in the South Burlington Land Development Regulations. (j) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels that the project is consistent with the goals and objectives of the Comprehensive Plan. Site Plan Review Standards Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations any PUD shall require site plan approval. Section 14.06 of the South Burlington Land Development Regulations establishes the following_ general review standards for all site plan applications: 1 CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\shearer\final sro doc (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas Staff feels the project accomplishes a desirable transition from structure to site and from structure to structure. In addition, the plans incorporate sidewalks to facilitate pedestrian movement on Shelburne Road. 157 Spaces are required for the proposed use and square footage. The site plan shows compliance, with 160 parking spaces. Pursuant to Table 13-7 of the SBLDR, 6 handicapped If spaces are required. The site plan currently shows six marked handicapped spaces. A bicycle rack is shown at the front of the principle structure, in compliance with Section 13.01(G) of the SBLDR. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The majority of parking is located to the front and side of the proposed building. Given the nature of the use of the property and the orientation of the building, staff finds the parking layout acceptable. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings The standard height limitation for flat -roof structures is 35' from the average pre -construction grade. The applicant is proposing to construct a single -story building that is at its highest point 32 feet above average pre -construction grade. No height waivers will be required. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground 1. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles The applicant has submitted building elevation plans of the proposed building. Staff feels that the plans for the building, as presented, meet the requirements stated above. (� Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures The applicant has submitted building elevation plans of the proposed building. Staff feels that the CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\shearer\final srp doc plans for the building, as presented, meet the requirements stated above. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The applicant has provided portions of the subject property to the city in the form of a stormwater treatment system easement. In addition, the applicant has relinquished a portion of the easterly frontage of the subject property to the State of Vermont for the Shelburne Road widening project. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already noted that any new utility lines shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The proposed dumpster enclosure is depicted on the plans and is shown as screened. (d) Landscaping and Screening Requirements Based on building costs, the project is required to have a landscaping budget of $29,800. The applicant has submitted a landscaping plan for the proposed project with a landscaping budget of $34,485. This exceeds the amount required. The applicant originally proposed a line of trees along Shelburne Road. However, the applicant and staff have since learned that the State, as part of its widening project, has already planted a line of trees along this stretch. The applicant suggests that two rows of trees in this area is excessive and blocks the line of view for their business. The applicant is also requesting a waiver that would reduce their budget by the cost of these trees. Staff concurs with both of these requests and asks that the Board approve the landscaping plan without the line of trees along Shelburne Road. 2. The plans may be revised to remove the trees along Shelburne Road. With respect to the applicant's request to condition the approval so as to allow the substitution of like plantings without additional approvals, staff suggests that the applicant be allowed this substitution in consultation with the South Burlington City Arborist and the Planning Staff, but without further review by the Development Review Board. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\shearer\final.sr .doc 3. The applicant shall be allowed to substitute like plantings with the approval of the South Burlington City Arborist and in consultation with the City's Planning Staff. No review by the Development Review Board shall be required for the substitution of like plantings. The South Burlington City Arborist has previously reviewed the plans and noted that he has no changes. Pursuant to Section 13.06(B)(7), snow storage areas must be specified and located in an area that minimizes the potential for erosion and contaminated runoff into any adjacent or nearby surface waters. The plans depict several adequate snow storage areas. Other The subject property is located in the Bartlett Brook Overlay District. Section 12.03 (C) (2) applies: The Development Review Board shall not approve any land development proposal which must be reviewed under this section unless it includes appropriate storm management design to prevent an increase over pre -development conditions of the peak discharge and velocity of stream flow downstream of the development site. Section 12.03(D) governs the procedures for evaluation: In order for the City to determine that the standards in section C above are met the applicant for a land development project shall submit applicable information regarding the development and storm management design to the City for inclusion into the City's stormwater hydrology computer model. The proposed project had previously undergone review by Heindel and Noyes. At that time, the consultant recommended approval of the stormwater aspects of the project with no modifications. Staff does not feel that the proposed changes to the project since its last approval are significant enough to warrant additional reviews and recommends that the current assessment suffice to satisfy this requirement. Staff recommends that the Development Review Board approve Final Plan application #SD 06-26, conditional upon the numbered items in the "Comments" Section of this report being addressed. Respectfully submitted, Cathya LaRose, Associate Planner Copy to: William Shearer, Shearer Chevrolet, Inc. David White, David G. White & Associates, Inc. .. Rik IV SERVICE DEPT. MECHANICAL SHOP IUK ailI Lis EXISTING . -..• I%I'\ cnTT'ru RTTRT.TNGr r0N SCALE: 1"=20' cn v m SHOWROOM m = ENTRANCE TA;0 c T r !�I 00 .71 "' OD2-180 0 OD I N SHEARER HUMMER SHEARER AUTOMOTIVE COMPANY TRUEX CULLINS & PARTNERS ARCHITECTS 1 1 OD2-180 0 VERMONT 03/02/06 EAST ELEVATION - OVERALL 1 of = 30'-0" SOUTH BURLINGTON SHEARER HUMMER VERMONT SCALE. 1 =30 SHEARER AUTOMOTIVE COMPANY 03/02/06 TRUEX CULLINS & PARTNERS ARCHITECTS '� VIEW NORTHWEST FROM SERVICE NORTHEAST FROM CUSTOMER LOUNGE SOUTH BURLINGTON SHEARER HUMMER VERMONT n SCALE: SHEARER AUTOMOTIVE COMPANY 03/06/06 l TRUEX CULLINS & PARTNERS ARCHITECTS 0 in --I I��il■��■'�i, `���111= ice■ VIEW FROM NORTHEAST ALONG RT 7 SOUTH BURLINGTON SHEARER HUMMER VERMONT 11 SCALE: SHEARER A UTOMOTIVE COMPANY 03/06/06 TRUEX CULLINS & PARTNERS ARCHITECTS VIEW FROM NORTHWEST SOUTH BURLINGTON SHEARER HUMMER VERMONT 12 SCALE: SHEARER AUTOMOTIVE COMPANY 03/06/06 TRUEX CULLINS & PARTNERS ARCHITECTS RAILROAD TRACKS Earl .Teat EMef 24• ADS salad RA/[ROAD TRACKS ba- le1Ja' ---- ____ I -----------------_— — rM*t-za P1 �------- \ ha- 1— — Saxe 16a29>� \ �1�-- \ hx- IWAS' �\ �na� -a' mow_ ,e• \ �w 11 -r----...__,�� - Ad .� — r Al- Nf End 1 .15, dk i \ � /aStMI �Q+,g .M. 2$' ADS-N,r \ E[eet 12•AOSo~1 ` ,tw.e �u/rr I 1 •J - n■-,eaaz PFWSE I 1bc. Illj1 ,dS-on �i +a.eRo R wP 1 r >,rrin�J L Ar. II �A I I ad. Haas \ \\\\ \ I \ �/� ��7rniiiirrr � hre,a,,and r� h-� �' I \; rii r rii \ woey. a- tr III g I \\\ v- ad seer - \ 1Xir riri�! see wmeed 11 w dN. I I riiiiiiliriirryrrprr� I sea, m\ rr' r 'rw,o. a g \1 d e\I �.rLG.�rvrv[�s7va2 i r ' � \fA1 0' ilk' aYw � /1J 11 i Prgoosed_Romment Area - 71, 096 . ft. 11 4( e, 1 \ 1 \ \1 LEGEND \ axtttb/g pomoment Canbd Pohl A 1 \ urmr P* o t fie NXbmf R,► h.ntw.. 1s'.. LIpAMy fare) (._ti'.7 W 1 Ecefhf hpu 0.0 1 \ hw ~ yea --Pt.--- ° o Alpv-*—t. P+9os'fy M. am*.~ wowed ------ ----- M, -ft" h.hw 1 X, south &-*#I- +s+ho) 1 AYe ef— Me al_ R,r ,adhry — Ah. 110�7M0 !•Aluallo — — — — — — — 1 �AaN� South Burlington Water Department Notes A. S-0 A.Mwf , sew of w*—t sw e. Ilorlhed w 1-0 Im hmw h edemew ro M It off safe .weee ro any huMp h.~ b thb FmAwt 111e .South A~m side, oy.bn et Mar e. ..~ h -.nave. ro [.soft and erla'a ar eeofs, .me thN say he h-wd h Mb ompef R. ownweb that. oebbt fhrw Awwo w,t Mar 11 1 a .-peed eels A.-AW e►wege a the e.tr x�hn open m+aIrpj, of eu..eAI o).f o w hs. nrm of aw Avd egoX 1 m. %vo A~- sets, aw b-1 Mar a ,Leased w any Mo,... ro aft oro�a wa — — — ,ereM heal ears, MNx Il A6 e.fr forted —* ro M P.*~ b a xwvawMr f�1 wth the 7aeowmamr end ans , ar th. betaraeeP of Mehl ter and A,.r sef. sJW— Deed by� sew Ohb'ht th. .S�m1 tab' of .Sbath Aft.91rhm Oawaenw f7i. oebbt /O II RA. 19235' ry ht IM0, -d 0. mew ef Ark/ .• I1 1 eaoepler, thew otrbbt shtdra. Oep.bnnf Mar a nommd ro a Prwr,r war hltNbe.1 w eNmmN e,ee/P, Onbeew edee a pwnwubwemw, ,nasal„ Nth peril.,, Nbtr�b+et SbOth bt,.gra, 11 Exef. • ADS ca —1 Nbhr Oep.bn.If thud hM1. Enpin.r. 1( 1 - leefle' Parkins Q[staYner/2'1"p/ofle P-Mg Spaces q 1 1 AG wfrmMe: AR other polernant str¢bJg \I 4. 9a1 the shown mpfesents Ihmmotory and dsp/ay areas Actual str{ohry h these areas is gvt/eaned and shill 11 be Changed at the oamers ',,e sm 1 dact/on. \II Note: dystu fired bby hIs pmIbct is a 95 1 1 11� J07 If =• 1J N fy' BUILDINGEXISANG ; ean Ale— myft oeP.n. t MyMiW �I■����z���■11�■■��■■/�1111■11�l11 .0- ,a-w- M ears aeseft of yJ • 1 a.N-eYM 1 hXlenr ro poNef 1 R.. e,a�eo.r.-•srd ealbe! ro p.tcf Spey peal, \ • AG war ,rIN, �1 1 EMs>wo eealDavc ro 6re 17EApliD q�)ti ��.,. Location Moo Not to scale Planning and Zoning Information OwnerAppl%cant Shearer North, L.L.r- clo W////am Shearer 1675 She/bume Road South Burlington, VT 054W Area. one: 12.10 acres C2 - Commercial Lot Colsraae. AAd f1.Me t.daw,d Aa •ssel n1r nth.. Aee Fl.MI . ,: .< ewe miw.w ,orte tw A see, Ar.. Arw A.ed A,.N arseYY a.,rww w1Y/ www hra.ab,- .J.wa[ EMS7M N1,nr •R AM /.e' Sk, - e a[ 4452V xf. 2J7 754 xf. 2 W&U f. .a.�r = sxv •L aM IS tz 51dw Pam 1MARD ma>. a[ ew. e.y ours- µSN at µNo a[ 57,aar •+ .IO5&S M/. m xI. J6 at AM ��� Saw saes- xxv.R 2Y /Sdr , Au x[ 544: /s ,SQi Sa6 BR1r PROPOSED 1I Nil aR AM.tl-. A".t ;Nr a[ saw,xf. N,ea N,wanare r, «,►4 —.^` -tau a[ 294017 Mf. -7,702 xl. JB17/6 x/. frtt9rt Me MOMM rMM NroM a[ AY, ene.sw- 119".L I.os M4 tt -� m5f -01i may � f•.aayl iwP o at 4Yer � N,.MP .t PRGPOSM AMe, - 4m:t JLNJ of µpa/ a 74900 xf. -MN..t 2665e6 Mf. o .f. J617/6 xf. Mtt4/,/eNa N At'wtllafllLTT/SMG Nome a[ e-[a>•.1) lox 144x slaw or 69.OT AN - ItaN a[ PR P 5M NI, nabs - xi.ea a[ 740w .f. 2645M xf. J=716 Mf. gY1f erl.Ne at Aa. R w see - µass.[ leer MAK "ex \ � \ 1 � \ 1 1 > \ I 1 Lbnstfuct new entrance \Er/9M7g curb cut 1 ,...\ 4. gas 1h. r-Refnow axtsang 1 po..t, saw ): \ cut rbhJt 1 Ills. /7V -W&SURNE a AG war 1h✓I I SHELBURNE ROAD (U. S. ) 7V BURLING I — — —r_ — — _ — — — — — — — — — _I_ _. — — — — /2•AG war mMa— Front Yard Lot Coverooe. refW F-1 C 9. robs Far tnwo9. Raab /7w,.t� f��wa.ff maywftsd ht�[eE/ AMPS [ a[ xtAMPSit 2an107 r at 752T m5R AW— 27-1 •MA1at ssPri aa" t AIM JOM Project Phasina Schedule PHASE / /n Pmp-wm PHASE /l .Afmmer, 2OO6 PHASE Rl SJRnmer, 2011 PHASE /V Simmer, Tofl p' 40• 60• fM. M. Bar SCole 1 • - 40' troy 4 2" 40,;,w aowwg. t.&M 151VIM ,% Dot. ,..aril Daejpmar Oheoted Cob j° -- Diign 'AJ Site Plan — 2006 Drawn FM =r Checked Sows 1=4 0 , Sh e arer Ch e gyro% t 1 /—CAG war Date A.e42aw Iw/ Project Oo/24 Mabume Rood South BurJb/ tan Van 1 �g9 fi L"SING Con"lli �ineem, Inc /64 Rain .Scree; ColeAselfT rmonf Of4M6 RAILROAD TRACKS ° O Wf eva(uro Enbf. N' AOS cvhar/ RAILROAD TRACKS =—^ ErbrhD Nf---__--__.___--____-- Mro 779' - --____ �.. -.__ Erbr. WADS -der! � - _ _ - � _--__A- h17465' \ f — lino f C sa wrbn Z Owloy ObbMf / W - � "'•�. ..r r._ /Bdf29' _ ..� .-�.�...,. _w,.._. W . 181& "1'rY� y . LInB of _ _ _ _ - _ _ -New ann rraeMw Atn/f fend — W � L"t w weer New LbM baeh _ _ 1 M. 19245' _. I _ _ - (\ / £ br. 12" AOS c~I � srma pp / N .Yf lisoro / / G / --� grow rood cure �e i o w,rer le- 1 mMt I �.AI/exe� New'Pt New -d aaafbn- My JBB29' ( ..............1............... y TI PHASE BODY SHOP New [m/ ter apw'n S p roeroN troop 1T.W0 F 1L Ii*O lad m's hM h-J91.. axarlawier. $ro dL, ft 19YA h.. atrMAl. New 6' PVC MR .S7 •ewer New chats /hA g r0O/ tea' ..ridda afevoge. hbw 6' SJR 35 PH"- 6asba7' new b.W., ZZ Nph1 hMoabrl AY ePrhA/t s-,a r s...r -J9sas�7 e sears ro ee r-pared New SAY/ HIP. 19d7 Net C0ba.M - hw oat 1931V &- \ RYn 1 p-vOm 75• �t�7 1.5' wrE w N w eYf Anro J Me 19-K AJ0' \ 1 how C"lch DasYr Rep WJ5' (eats o J M. /905' �Y• P� 1 / 14f l \ 1 1 \ existing Pamment 1 \\ �A r -I- meM shah' be \ \ ddhp h Me eahthg Me PrNalad oab9tbna \ 1 \ 1 \\11 � V O KAunf��.ainaa� a 1 1 � OOSTNG MSPL.A ►AMUNG 1 It 1 TO SHELBVRNE 12'A.G Propo-J •wising Adeban PHASE N 1 FUME 1 EXPANSION + 11,561 sq. IL TD7 ea /f. 07 exblhfl � Reroafe rwl aroha / buYdhy ro be h ex/eth9 DUYdhg morod h Pnb... /v re oonner ro new � 7vrrrr ooWf. b Sy'Mg Sss Po� lo- Nnr roof drain wWf for p� a-eenhy Ink ?07.0' EXISTING BUILDING 41,996 sq. ft. —4- n I5' ADS -Nu w^-/ W elf storm pet- 1h. 0 h / .9 R ! 1 h I Na�k7e' Ex, c= out �j p ADS-N12 gym{ \M1 New roof &.h h J9115J' Q dC hr A.- -,0' - -&I A 2=0' b hs out- 00, ----------T ---Z7 § - 'eTMa.�4 ik,w of paw poWy (hem vAor e-ig" Aw ~4V of SAM6ume Road) m r» and fI.I rAc M✓� 1 SHELBURNE ROAD (U.S. Route 7) 70 I tw sMnf RSn J9T.S5' JB49' 15' ADS cu/ra-t 1Ba li' -b.- IMM, i--Ex Lbhh Be.W'r Rhn MO' hv. JdaS' mod' AG wofr man , you A'ne 1 hyamt N w am-eh-Nhd bo9arda fn F,.Wt folly,.ai ,—B" A.0 wafer mats �7hs Sbufh &Wigyfan Water Dep-boorr Thal Ivor off the rarer erWav b Me eabfny buY ' that b fo M rwth. O ord NaY remora Ma me K arts remah of Me 11 o/ wpwd Acf.YM. The a Jm fhe shay Nor M tvr and a'9e!'Id hunedbfe/y Deland fhI eWfth9 cure afgo by Me aonlrocfor. EA7SRNG M&MG 717 BE RELOKV \ (Phase e) 2;535 p.N. pdA South Burlington Woter Department Notes 7h. S.Wrh ft fA gt l Mbrar 04-f— ( eha/ be rmN6ad ar hoof M boors h od o+ce ro shut off parer eerw.•s ro a Y b0db hud sd h Mb Projb-t Me Swfh bWsTgrm Mbtr DgWtwent Shoff be noUN.d h odraaav ro A—M arts m-A d/ -ter moha Mot m.y be h.uhwd h Mb P%ecL 7ha thorlo/oh Wata' Obbht ReroY D saran yr mha be a Wkd wits Aa Yf" dbwhyr of Me wafer .Jet- A- of wve h-d cgay. The 5-0, R dhyfor Mbtw D, -ft n( MW Ds neNJ/sd al my ohanywe to Mb Pro)acf /(h r.w..d ha espy pans. AN wotsr -I.W w 4 ro de P.M.—d h accwidorro r/M Me.aRrofAlns and PofoYa ibr fha hstaWthn Mbter /ha -w ggowtw�mcea /w' aY M6M C/ 11, of sorted fh ge , Cdc, ah Mbt v DbbMt Me and of SWu Bf J." CWMe.rs FY. Obbrcf p, and M. NVays ol.Mbha" Me SouM BudAfyyfan Mbfer Obhkr aM fhe Engineer snaY M not/htl h o th—t ro bgoecf a0 ef Mnat aarwa Pro- ro 6b�o0orYuhg LEGEND (.'orb-• Pohl A UfY14y Pay m. FW Mj d I 7�[ 5/07 EWwh,g flyer Pae (fo be --d) 0 a0mg L/phf W, (fo rwnah) 0'0 EWrfhg bees fo be re-norod e__ Ww Amhah LPC9 (See Uyh(hp PJm) N.w&n pad. --19h-_-- Apparhrofe property/he New alms /he New a-+1fQy seww IYw New sYf A- 1 \Existing curb cut \ 0' 20' 5 ' 90' 160, 240' + + Bar Scale _ _ ,- - +o' 1 + Pot, Design IA✓ + Drawn FMP Utility Plan —2006 —s n,e r Checked a sale Shearer Ch e vrolet � l�e'A.G waror Doto AareTJ.2A06 CT Project 6YnTi She/bums Rood South Budin tan Pem A",YS & I.e AMW Consulting A'ngineersa Inc. r .7....re.w 2 - .- -. ■_ _.._L_.._.._„_. 16'4 Alain Street Co&Aesterr, lfermont 05"6' yr i v 2-PGe 1�FGb e 2-PG8 14-Gb 1fGe- 1-PGb 1B-POe S-GT E,m \ 179' NSia r — - li q; r 1-PGe 1 4-Gb ! 6 / / 1-PG8 1�Ge 14-Ge 14-Ge y...,,� 14PCGm 2-PG8 2�Gb 1�Gb 14PGb-. ,�•�1 I-PGyb, 1-PGe IIHwH'll�'�1 11Iullt!`rtIN I • B•W► E+nCn9 eA\ 1e�ce PHASE 11 BODY SHOP t2 W It tau 'm 1 1 L,JP 9-JP I/t I + --- I r 8-0T I I r 7-GT 7DSlrFLBlIN/11E - it--Ir— SHELBURNE ROAD (U_S. Route 7) 7V7W - - - - - - - _-- w a ____w_-_-_-_ I - - - - - - - - - - -- - _ _-_- __-_----_ lv ar Pr E I A•JO4,„on N —1-9 r PHASE IV II '/ I� PHASE III II kll A SEMIC II PU11iFE II S I.GSO rq I, \ il E>FAlI�7Dil' II I T I I j PAIIIIIiI I.:rr I !� I P a II rrtI n , C.- 7 I - Ek7S77NG BUILDING 4f,95iSaq.R I - 1 nn, •,. om,n } u c I = fW,1h9 swlp'N'1 o4tdr abg ANne. I I 7-.P —IT NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. SURROUNDING SOIL SHOULD NOT EXCEED 80% COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED SOILS ARE PRESENT WIRE TIES W/ HOSE LOOPS, TOP OF ROOTBALL TO BE PLACED AT SEE SPECS. SAME LEVEL THAT IT WAS GROWN IN NURSERTY. SLIGHT ROOT FLARE FASTEN WIRE BELOW POINT OF SHOULD BE EVIDENT. MAJOR BRANCHING OR TO MAJOR OUTSIDE TRUNK. 2' WELL COMPOSTED BARK MULCH 2 j' HARDWOOD STAKES. ALIG CUT AND REMOVE BURLAP STAKES PARALLEL W/ ROAD/ WAUSS FROM ROOTBALL OR PARALLEL W/DIRECTION OF PLANT MIX PREVAILING WIND. ALL STAKES TO - 3 PARTS NATIVE SOIL BE CONSISTENT. - 1 PART WELL COMPOSTED TEMPORARY WATERING BASIN COW MANURE FINISH GRADE BREAK APART EDGE OF EXCAVATION Wl SHOVEL AND BLEND PLANT MIX I'-o-I FILTER FABRIC W/ EXISTING SOIL TO PROVIDE GRAVEL TRANSITION TO UNDISTURBED GRADE — —_ 4' PERFORATED PIPE WHERE —III—III _ III I APPLICABLE. PERFORATIONS UNDISTURBED GRADE LAID DOWN UNDER DRAIN EXCAVATE ONLY TO SPECIFIED r- - AS RE 'D r- PLANTING DEPTH TO ENSURE STABLE BASE A TREE PLANTING SCALE 114' = V4P d-dedtree.dwg PLANT SPACING PLANT CENTER WA A D PLANT ROW ALL EQUAL OR D O AS SHOWN ON - PLANTING PLAN MAlER OF Flow •A• PLANTSEQ. Fr. 90.C. atw aek 1•0.0 Han am W O.C. 319R a/2 w QG m.ar 0.16 v. C.C. 20.M 01E I QU NMYOFS SANDWACINO M NOI®N PWRNO BCl®l1lE. ADE S SPECIFIED X)TBALL MIX =FED )E SHRUB PLANTING u I1 SCALE: 1/2' = 1'-0" p-shrub.dwg 1 1 1'LM'1I LM 1 KEY BOTANICAL NAME COMMON NAME CITY. SIZE REMARKS TREES: AF Acer nrbrtan x Treernenli Autumn Blaze' AubNm Blare Maple 14 2-21,V Cal. BBB. Single Sta,. 6' Branching Haight GT Gladltale btacenthoe 'Shedenleater 9hedaoal naster Honeylat 21 2-TV GI. BBB, Single Stem, B' Branching Height UA Ulmua arrxxlcene PrIncelon' Princeton Elm 8 2-21,S' Cal. BBB, Single Stem, V Bianchi g Haight Poe Pima gleuce W1111a am— 1G SAD' BBB, Full PGb Pi as glauce Whbe Spum 12 M. BBB, Full SHRUBS: JP Jur*—ua x PlIt m ana' Sae Green Juniper 69 24-W C.G.. Plant 48' o.c NOTES 1. CONTRACTOR IS RESPONSIBLE TO SEED ALL DISTURBED AREAS ACCORDING TO THE SPECIFICATIONS. -. 2. REFER TO DRAWING FOR PLANT MATFAULL INSTALLATION DETAILS. 0aH -" OS 09. 0E DA nlpfA I.pabb pA NV pA W/M &40V Avkwt I Ca"etwd I Cbfe Design MKW Drawn P/opting Plan Checked — SE GROUP Scale /=�� Sh earer Ch e vro/e t plaualeg hdesign Date 11.22.02 te6miYp— Project 02" Shelburne Rood South Budin ton Vermont A"WS & LANSINC Consultl'ng Engineers, Inc. -, amb'Y -- w m -0q„ I 16 Alain Shver; Colchester Vermont 0544dir I Eu�\v,q vlt E�etnq iu�\ /\ 279' 100,/ aYaralaans \ 4 �p ,g its VA PH Sony SHOP I —FII m e t "a F #� � rr � � $ #r• 4 y? iti! r,),� RP #,:/ ao �" ?8 � ti� a�mm AL.so F p ►,'!p� i$ � .' fl', ?$ #� Y'� ?$ ?" ?$ ?� ►'� Py ?$ }F ?$ s$ �e Y� s Y Y r Y Y Pr e T F #` Y P Y ► 4 ► f 7r �'�i�e�`` WO 1? *' *0 a� 00D Y� ?t' a� 'F" # i'� i'P ►!P -,4 * \ i QTp Y� i<�� tf�f ?eye ?$ ti" ?, Yiq g Y rsr jjj F'HA E I`d „ FHEAZE III ` � #S 1f � ?� a� a ss �° P� � rPrunPi� � � s'P s� / ti Y�, I e.7Y .■E NF`i ?� II E�PAIISPII cos Io .- 9 1, ,p pa'ema'a d� q — y EXIS77NGBUILD/NG smla� y # #''a F,}jl 41.95G sq.2 yY 74° a! '*E Pa V a9 tT II H HIA IaI Y Y 71 Y* 4Pj Y Y y 114 ?g ?h Jo f7-`yti._,—.I;p ?T ?q'� ?a Y, y ?fie 0 0 $ d Y ?�^ + I � e F � $ ?ti 4 ? dp 1 .P a'i � a$ i'$ y i1UMM 0�'�',��� 1' 1 � 1 i y 4$ 1 1 p1 ■ t 1 1 r 1 P$ wQ P° as Y8 4a Ps P " 1 r� t P$ 4$ 4$ 1 I h_ A a P$ y P$ 1 a 1 1p e ty p g V Y Y #$II 1 --- p- � 4$ P$ __ $ i� - - >� ►$ � -�— PF P$ I � - 441 �— 4 __... - P P 4 PI P P� P' 44 P4 o-..� c Yn dO Pup urr,..s.+evtaae �tabor/ar+Yr �9��y �e I7t2 # ,p�$ 0' a$$ PPS/o4?oLR& >V) 4$ P CLSVRW RVA& (VS. P 4$ P$ 1P 4$ 4$ e i$ � BI/RL/lV�`TQY4 a $ pp .P g 4"_--�A--`.-+G➢-w�4- qT-301-----P"4`_ V4'ev-44`- 4' -G -44` 44r-i_-46P->--P�rr-E_ 4S_ _ 4 __PS---4$--4� 9 P P 8 8 8 s e $ s s s s 4a 48 4�p 4' s s P�'a i� P' s a e s ` 4 P P¢ 4' 4 P 4 P' P'a 4� 4° P's 44 4' 4° P 4 4° P¢ P' 4' R 4 � P' 4$ 8 a P P$ P$ K8 op 4$ 4$ 48 Y 4` 4$ Y 4$ 4$ e S $ P' 4 4 P$ }$ P$ P$ 4$ 4$ P$ ?$ d' 11 P P P $ 4 $ 4 $ 8 P $ 4 P # P P P FDLTURE AND POLE SPECIFICATIONS Fixture A Fixture E Meoufacnner: LSI Manufacturer LS1 Fixnve: Greenbrier GFM `i Fixture: Greenbrier GFM Configuration: 1 Configuration: 3@ 90" Optics: Type al Optics: Type V Lamp: 40DMH Lamp: 400MH Leas: F (Flat Tempered Glass) Lens: F (Flat Tempered Glass) Color: PLP (Platinum Plus) Color. PLP (Platinum Plus) Options: — Options: -- Pole: 26 Pole: 26' Bass Cover Bass Cover Pole Color. PLP (Platinum Phis) Pole Color. PLP (Platinum Plus) Note: Poles are mounted on 3' raised footings. Note: Poles are mounted on T raised footings. Fixture B Fixture F Manufacturer: LSI ♦ Manufactrer: Gardco Fixture: Greenbaar GFM Fixture: 102 Wall Sconce Configuration: 2@180" Distribution: WT Optics: Type V Lamp: 15OMH Lamp: 400MH Finish NP (Natural Paint) Lem: F (Flat Tempered Glass) Options: — Color. OP—. PLP (Platinum Plus) -- Note: Fixtures are mounted at I Ir on building. Pole: 26' --- Fixture G - Ban Cover. Pole Color. PLP (Platinum Plus) ♦ Manufacturer: Garden Not. Poles are mounted on 3' raised footings. Fixture: 102 Wall Sconce Distribution: Lamp: WT 50MH Fixnne C Finish NP (Natural Paint) Manufacturer: LSI moons: — Fixure: Greenbrier GFM Note: Fixtures are trimmed at 8` on building. Configuration: 2@180' w/ Rotated optics Optics: Type Ill Lamp: 400MH Fixture H Lens: F (Flat Tempered Glass) ♦ Manufacturer: Gardco Color. PLP (Platinum Phu) Fixture: 102 Wall Sconce Options: --- Distribution: WT Pole: 26 Lamp: 150MH Bass Cover. ---- Finish NP (Natural Pain) Pole Color. PLP (Platinum Plus) Options: -- Note: Poles are mounted on 3'raised footings. Not. Fixtures are mounted at 14' on building. Future D Future 1 Manufacturer: LSI Manufacturer. Begs Fixture: Greenbrier GFM Fixture: 8216P (Bollard) Configuration: 4@90' Lamp: 18watt (Compact Flourescent) Optics: Type V Finish Stainless Steel Lamp: 400MH — - Lens: F (Flat Tempered Glass) Fixture K Color. PLP (Platinum Pis) Manufacturer. Insight Optima: _ Fixture: SMS Wall Mount- 12 Feet Laq Pole: 26 Reflector. SA Single Lamp Bass Cover. — Lamp: T8 32watt Pole Color. PLP (Platinum Phu) Finish - -. TN (Textured Natural) Note: Poles arc mounted on T raised footings. t. Future L F- Existing light fixtures fmm previously approved lighting plan CL -1.0 dated 09.10.02 !SO -CONTOUR KEY /901CON70UR POOTrANDLE VALUE LSI Lighting Systems GQdoo 10000 Alliance Red 1611 Clovis Harker Road 1.00 Cincinnati, OH 45242 Sao Marcos, TX 78666 (513) 793-3200 (8W) 227-0758 0.50 Begs Insight Lighting 100 Begs Way 4341 Fulcrum Way 025 Carpinteria, CA 93013 Rio Rancho, NM 87144 (805) 694-0533 (505) 345-0881 STA77SIlCAL AREA Sf7AIM 4RY Grid Type: Hori ontal Llh®ance at finish grade. Grid Units: Footcaodlm Ave Max Min Ave/Min Max/Mio Overall Site (All paved surfaces) 2.92 6.60 0.60 4.87 11.02 Disclaimer. This analysis was calculated in accordance with published IES calculation methods and procedures with the data as entered by the user. This analysis is based on tested IES photometric data, light loss factors as dcfuned in the LLF value. This analysis is a mathematical model of real Gfe situations, and it can be only a1 accurate as the model itself. Calculated values may vary from actual measurements in certain situations. SE Group is not responsible for light output deviations due to lamp/ballast combinations or other variables. FA"t..<rs.d a.zvas a (ofim.' LOa t. 110tM9 plan w/ "•• a�edm9 lo�w�r cn.orae Dore O�Design = MKW L igh ring Plan Drawn Checked SE GROUP Seale - I -44D' Shearer Ch e vrol e t Date-__11'22.o2 _. usa rdks svm Pro' ct o 1os She/bume Rood South 8"f'h ton vermont os="=Iaosl seism■ A/IABS & L,9NS71rAG Consulhizg Engineers, lure. eox)■as.u.o /64 Alain Street, Colchester, vermont 0544BIk: Road Construction Notes L Ae . e.w ones ro had Mm wily ro pa*ha .ewe y t New rood shall be crostrwted to the lira and grade shown on the dowkfgs. The rood and ut0ty locafAaas Mal be typka//y detailed odes- otherwise shown. 2 Methods for cant u t/an of sub -base shall can/arm to Vt. Hghway Spas (1990). 20.12 "subgrode- in al/ respects or as determined by the £nghe-. J bale/ sub -bole fa Powment shall cnnhrin to W Highway Specs. (1990). 70405 table 704.05A coarea 4 LeAVIng calrae shall cantam to A Highway Specs. (1990), 704.05 table 70405A, fine . -)odder shall conform to section 704.12. Aggregate lr Shawdera 5 th'lumhous con-ole Pent shall conhrra to Pt. Highway Specs (1990) Section 406. Bind- coarse #hall be type sand rn/sh wearing cocas Mae be I)Pe-w 6. Any sub -base - -bgrade disturbed by Contract-; - rendered unsuitable by cons1-01on machinery #how be !#mood and rtploced with goprowd grwnul- bock/il. Sub -base skol/ how 95X of manmum Compaction dwslty be/ao rood carnsbucfA n 7 The Contracl- Mal/ be rasp-ibte /- o0 compaction tests lr the road, foundotkns and utility !ranches. 8 Fil/ moterAal for rood embankment shall be approwd by the Ergkne-. F91 shall be plod in 6' fifls and wetted and o pxted wlth mtisfmlory eampoet/on equpment. The Contrector shall perform 2 compocfion tests every 100' of the /knits at the filling goerolian end MOW recampocl areas with less than 95X of maxknum dmmtx (Stand-d Proctor). 9. Men oppfaroblo. the Cmtmct- shall to/low W Hlghwoy Specs. (1990) Section 203 It ter placing and 4-ding embankments. 10 Road in lilt seclims MOO be paced and compacted o mklknum of J feel above fop of my utility to be inst ft d before trench is o-a"ted for pyre pfocymenL /n trenches, and cut aectims the Contractor sho/l provide all necessy sheeting, shmng and broohg to mohtah CwWionce with 0/1 OSHA/ VSF%A ragdotians 11. Sond MY shall aon/rxm to Ve-mant Highway Speciflroflone (1990) 70JoJ table 70IO3A NOT !..Ewer 'Wet- fo wort man, ,Aar a n oca'a okmcv with M, iwcmmwrde ,fwrdoew Ar „wail, work," ,o-m/M tw. ,tots ,f-dMwd. 2 Awwr, Ma, "fad o1 -e JO iwt A -a -,racy loner my enb/kg - plgp wofw,nah. A. -*tome sbm a -d ,aye ro ,aye IF bbh dtf-- carrot a 46000.4 M ppee whew be kwfaped--dn'rg to Me- tip. dorm,. Mbter Sl at Dodrw aa'rlaaared 52 in. 6- k-� water h 6' Jorrs-9ST ,taedwd 18" m0-31) oa-wc. pocfr wrNty O Sewer sew#, -moils wow mao. Mm a a ro parhab o r»hkrw.en -boa onesl-- o/ f6' afwvwr ppu .S rpwh "- pug -, and a her a pasade ken Me watr»rah M- n b kn-W. fo Obtain per location, N, tow- shoe b, deet, and sbwcfM •Par' fo water Ppe arm Md/ be iw-w toted to o,aww we/wttght-, pier fo baattOftg Sewer / Water Separation Detail N. Ts Anchorage of ✓o/Hu' Iln6" trY/,d 2 //:-, J/O' at- f nde ree Moped to - w river oar shgo anal lot# errs ,woowW h prxe pyyred Scan fM,peed wtfA ours li - Aiwa of beo-ing we4 tlptrhn,d We., und'afurbed Lwdihxb,d eweh worm Sectlan Devotion Note A Mv,t aoaw Mm a Mfm d or af/ -trmoh b-Ax redlcenn errd ads ore roves. 3/4Ov. ~d Sf nndhnwbed ,m _ uirmrn ms AJ MyM o/ pyoe 6" mur. kr era Hy nwnm war r (tips) em EmecAiM b Vo/w/Deod End pat•) educer UndNtuMed ,d •Mar# pAww J me. (mhhwm) b1 palwMywn Meet oo- bi.*, d Pq/ eying, era a�a�- prwwrl band CFa of c o/r r oc rn ' p2l ANht effhya � nwbw ,m Tee 90',45',22 1/2' or 11 1/4'8end Thrust Block Details Al T.s Minimum Area of Bea -ha -&-f- of Con rote lhnrcr Ri-ck /k, r.rw ! e11 J' 4'1 6' O' !7' JTIL LtTLx7Mv SAW eFAAMr toetewrj ,- _ _ _ _ _ _ _ a3 a3 Q1 QJ aJ to a1 a5 t0 LJ to QS 20 z.J tJ LO AO 31 JO t1 s>aw,d rws. lq LaO z0 LO QS JO 40 20 L0 41 a3WJ320 IQ II. 7J 40!O t0f0QJ20 QS t5 to JJ 30 Jo tQ a0 JlQ 30!S z.3 t3 t0 2J JS 20 t0 SJ 7J 40 z.0 RO JO 7 !J a0 2aa7.o 40 zo laatso a0 4.0 a Pofa la Water Stfpp/y and Htwtewater DAposa/ Design R- Exlsting bows: (15 6PO / employee a 95 -Wing empla w s) + (80 shors mormum e J bpD/wW't-) + (400 6P9 her d/ water mporotar)a 1715 GPD Proposed oddMona/ Bows: (15 CPO / emp/owe • 20 new employees) - 300 G D Total Des/yn Flaw - 2015 6PD A/kaB Twical Pavement Cross Section N. T.S O+2' D+2' ro motor sewhrp �ro moral woofing Ne amaoarr agar a ,aq>+w-4 ry w+�H'lgC eon 09N - N14e.1 � wore �•b •''� Y Ne cb,uea'rr t+al ,. �w+a„L/� b m+Y+..ry NM Q9N - IRLH po+d r'w•^d m�> •W�fh nprAst4+:. � nyrloem, BaekJw mofrb/ Mm S s� Iw mnrwMd wMN a rely Ire ,loner wroth Mon J" h aww.,,er, no 95•s gad fM no ,rrrwe evvfr ram J' h eRs+..fr ••0 95X gar . A',rwr Ae,ww wY r .rarda.d srmdad I coon Amwe avq a atondrd atrndarN olxf I p it awe -#rarer - krdaer.a pasta' pasta oa+naar - hew,f.a. pxtor Mart- p are, emd ,1/ a r/I" //4' fo J- ouNM ,lone ow rpY-wd by � evM,d ,fo-n m racer#, a; 's a pVe! onhm y' � Npy,( ,eo..n ear r !2' #torero mw..'�r mNYenv aw4d nwr,osw pbe) inn seer# baatM marrk. aauH •Mrweow p���-- 7' Jepb $/lraifOT MbIM + z' AW slwwbwn kwre - + (� ern � r.d ,raw fee aw,w wwN wlolw na.we r e 6 6 Io- -wy A" w r- sromr PO- us, M J/4' O-d sfmo sw Mme A es pO, //l' b J/I' ooMN eMe S- Mors oar ee ptw both# ae,MM s/Ptw• fjp,w vb Mr bwNw confrere NPpe (tiler oar/ ee,r N.w -t motwa' berewhre d mdrar Sanitor,v Trench Detail Storm Trench Detail At T.5 N T.s CaN.cfr ri'wbwo„ ,o w Jr r few f I n Rod, f ova m DOM L orb wnA -1. l 1 jo- d X- eN an i r p ink Vw oe-wcfr Apo t u' ro x' rxy ----� A w• A Plan A/ttemote nnecd2ns R,hr edge Notyy- 1. roe phoN fo a p-~ fo mofab hares kr ekk( tta J/R' Pa' =Mr d ban to a Aernwhed LwpM Of fa PW. b w + 10' Aw 72' to 30" dutr,ler pal, hl-W ova W ♦ 22- kr 36' ro As- don tf ptoe k.*.w /l 2 SW -I- far W fa 24" db -ter po. P'bt 2- krau,Ae N" mad, h were pow. Bw JAM sect- tar JO- to 4e" danwM pba 17 ee mar. 4hdnM Y a novae own toe MroN tbh,d b d, g r bofky m pair Abe with Dayatiorl " gar a "eO Mh r boa l rbwwarr tr(Awr, m'nr afN and Ioo PoN 1jN toa-popesadsad,fob,� td JA s-,Y Al JYoeplate 74' a0e1 a 7J p 40 7-1Y 1 Oyss Section ' End Section Detail nts Construction Notes 1. The Canboct- ws/ be revansOld for all cansbvct/an of wotr main, slam and sanh-y sewer syslens as shown an the plans He wil/ be -,pansde her d/ necaawy adapt-, fltthg, etc. to make connections to the existing and Proposed OWN-. The Canfroctor s/di be -Vans", for a1 ow* shown - implied - the plans and/ar rofisv need kr the apod/l-tins and perm/tar The C-11oct- MO/V submit fa ail: o- ' by the fog- all t)pes of ototernd/s oad p-We, used Water Main 1. 7hs pie far water moh rind/ 6e ductile km doer 52 manufactured in accordance with AWWA C151-78,, - PYC pressure pipe OR IB (SaheoWa 80) AWWA C90b os noted On the drowk7gs. All pile Mof how push an 1)Pe JNbn1a M NW91,, Iwlea etc shall how mednmka/ fUents. Pipe 87thgs slat/ be manufactured by Oow, US Ppa Johns-Mmwple, or 4"Wowd equal 2 All pov PW be kufd/ed In eccordornce w/AWWA C-600 fie pso slat be kept bee of /wrotgn matter and debris drkn9 erstowotlm. Men Me proceas of p{oe foykng has slopped any open ends of p{ a ,tail be plugged )here stall be o mnknum of 6•-0' Cower owx d/ A" and s-»os /hes. My pjoe ahAectka ,half not exceed Sly (50) percent of reccmm-nded manufacturers -knum deflection. B-kN1 rnotarials and proceateet M.// be os dataNed an Me dawktg, the Canlrect- shay be responsAv, far my ornd as M-thg and/a sh-V neonasoty to comply w/DSIhA - WSHA reguloba ns, 3 line lestk19 of the water moh .Nadel -"4,1 of Me t-th7g of OR 111110yed pyre, serwka, h).strnt, etc The testing shall cana/at of o pressure test fallowed by a /sakOgv test. Ail testing .Mall be done, w/M potoble watt and h Me pesence of the Engner The prnsssvre lest -4sls of mokntohkng a mknA- htrnd toe p, ro of two hunorid (200) pounds per sq.- hM her two (2) hours. FaOure to hold the p,► -- (+/- 5 ps/x the s♦osci8ed tMe amstftutos incurs of the test for the p-fAw/a section of pips 7hs /edr0ge test MOO be conducted f- ane (1) hour The fine for the loamy, test may be hdudsd with the time of the pressure test. A,nng the /0at09e test the quontity of wafer o-o-Y to mohtoh the testing Pressure of the system MOD be measured the leonkoge shah not exceed the oyowable "Ouse os shown At table 6 AWWA C- 60 . Friars of my test sec8on wall necessitate repor and/- r40ocanent o/ the foxed section. MErkm9 pressure and test pressure M-// be rlete'mned jointly by Engkle and Iecd gnprowal oyency. 4. Cht-i'natkw of Me ,),Wem shalt be omwnphshed off- the oat- main has been accsss"'y pesare tested and thoroughly flushed Dfsht-66o shall be in occwdonce /A WWA C-601. The method of d/s47lectim droll be gop-wd by the £nghe- and only after samples of wafer from the gushed dtshfected man shows no tlhdence of bocler"og/cal amlanknofim. use 50 m9/7 her 24 hours. The concenlrotion must remain obow 25 m9/1. Tob/et olsinwhon is not accgotcm. Sanitary & Storm Mains 1. the pipe f- -!toy sower and ,loon shall be PW gravity sew- pone SDR J5 (ASIMO JDJ4) with Tubb- .sealing rings All Pine shall Do two to the the and grade drawn on Me Plans 2 Me nstal/ed sanity sew- p4oe sho// be low prossrro on tested :'n the pros -ace o/ Me Engineer. A8- PNe demhg, the POO section (manhole to manhole) sho/ be tested occwrdng to the faowhg procedures' An hlema' p4oe Prossure of 4 pounds Per square inch g-eaf- Man any, bode pressure due to o water table Moff be -led A mhknrrm of two (2) minutes Moll be allowed for np to eroture -too 'Otkn. Me pjae section shah be consid-ed oacgofable when, tested of o pressure of J pounds per square kd+ greater Mm any bock pressure, the sectian does not lox ark- 01 o rote groat- Man 4200M ehn/s./. of internal p{os scup. Separation of Water and /or Sanitary & Storm Mains 7. No water moh shd/ be dew Mon ten (10) lost 1. my seal/ y sewer, storm sower - son11y m-nAda, and Bw (5) fool to any catch bosh. Bands mhkmum of 18* wmrhaol separation between rot- moh and :lam/sonitary sewer. Tes&i2&2 and Notes h addition to the -bow rogukgm-t, d/ water /i-,- and sew- /lees and manholes shala / be thwrgdy tested by the Contractor indmordmce with the £nwrmm-td Protection Ru/es 9/10/82, Appendix A section A-02(JkW) and A-04(G*H) Note' At/ co nstructk n M0// be accomplished kin accordance with Me standa151 sot lbrth h the latest ed/t/m of Me Puty c works sywc//irotlm of the Taws of South Burfiogtm and referenced spacirrcatlms kn the case of Obo#KC the more 00n9-rl sped/lcotkn shall opP/Y Contract- shall keep a log boot of a1 least three swing ties to -LW lorntians and my pohts of deflection or water moh 6tthgs. Boots she// be turned ow to the Amer Wan oceep(-- of work 80-1tons to the fop of sec - Moo also be recorded NOTE' Tap may be mode directly to ductthr iron pipe- With other pipes use either o coupfing containing o factory -tapped brass bushing or use o double strop sertece damp. A// tops lorgar than 1 e require the use of bronze sodd/es. All brass unions and adopters shall be Mueller. ,Access cop pawed cross country >r- Telescopic curb box, bulfolo type Mueller H-103J4 or $ Topping sodd/e oppiowsd equal Gow F- J2B0 (for di) ow � F F-6350 (for PVC) New corporotian stop Mueller H-15008 of approved equd��o D+2• rw+w ro morn ed.rkp Curb stop Mueller Frost loop 8-25209 or eWO/ ln. cwrrn,wr .+ar b. porwd '"'tOOYe' mono ,iey Water s-Nce t e k c or Water moln rwy osr b amp'ri,rg NfA Lt9N - k11941 Maw M ,wfrmM.wd ,Y Ne fi)pher. soaks mwrru M- undsturbed soil ,e+s,h wo ,ft»r poster Non J' h rw.wtr ro AM .gas 8'rJ6 "x4' ,did canarte block coon Anna d,r r afandord st-dsd h lr in. ow pacto- I Proctor p Water Service Detail E foe rindsrrYv"ro J/i' �` NTS potted ,revs r rar+d sr M Firebew elan anMYw .��' e .hero saw„ baalt !#ecru oeww .twes•p►•y Fr Mr pbr rw, so„4 / r fi . + !YI' N J/I' orAM Nan ' 6 Swoteaber 24, 2003 d-N+ sows rci p/T4/tLl sw eees.in. Apo 4 20M -W ewer --a b 4 ` Dote nWb d D-Ofhn 0-*ed D.I. sw, Men itr d pp. �- ova -err Design 1A✓ De tolls urr .+w wnrw:r Drawn EAM/.,RF Water Trench Detoi/ plaCp(ed NTS ape 7 _w. Sh earer Ch e vro/e t ate Alowwrebw 2.z 70Q2 -Oject vol"t-U I -ZouWme Rood South Bud ton Vary A"WS der LANSING Cor+sults'ng ffngineers, Inc. 164 .drain Sbve4 CoMAester, Persnont 05fl6 [ 5 Erosion Control and Construction Sequence 1. The purposes of erosion central sriall be discussed with and approved by the Engineer and the Town of South Burlingtonn pricy to any gearing, grubbing, stripping or construction of any kind. 2 All eroslon control shall be placed as shown on the drawings or as ordered by the Engineer. All erosion control measures s'la// be, at a minlmum, Inspected weekly and mointolned to fulfil the intent discussed above. Ale Contractor shall malntoln the erosion control measures unt9 the Engineer Is satisfied that permanent ground coves has been established and that further measures am not required. J Wien eroslon contra/ measures ore doomed no longer necessary, all materials detained Including silts and constroctlon debris shall be collected and disposed of In a manner acceptable to the Engineer and the Town of South Burlington. 4. If highly erodible sails are encountered the Cantroctcr may be required to provide jute matting, gab/on or rivet mattresses, rip T 1/z' • rop or other measures as necessary to prevent erosion. Ate Contractor shall stockplie hay bales to protect, at a minimum, oil J' as foae work in progress. All exposed embankments shall be topsaded, seeded and mulched as soon as passible after consirvOlon. .S The Contractor shall use water and/or calcium colorlde for dust contra/. Are Contractor shall also sweep Bartlett Bay Road as required to mamtoln dust control Pbef ties post, I D' n0. yd.anoed ppe — tb. paeer !O' - errfr ,na�a.r.•n e.r.Pt .nr paea shade r� raaod ro st tM a oa+sw.t moa.d � m[ eew rye taro /4T5' aa. pp -� 2- mAx, 5- moo. I Abhtah n.— 2' .A aw,aeI. b.1— mbrhy P--d 9-and b.W OJA) L Cam 6 c-c et. i— RV aloe a a.narefe -- lo- dam fr AW..) [he ro dpM o/T=10' h lhdy Steel storm 4,A- - downstream side of fw'tce • mt o 10 dwn.M a7rs"d'k`o' anfP•tl Ao4c o^fO�Ba,grar *,~ wsm.d rytM MkaA En.A'ofwce a Show fence or AfkvA Envftfence J=e' /trod .+M o. 1. abf. e-w .hell b. /. 90' CD pia. a.sw..bbd by J'-e' mod .a-aer. Go.'.lat+A v 1. a0 av pJw r Mkofi 100Mier hl6rtc Filter f 66, - apstreom aide .W4V *WAV, r ba iiV an0 ho a AonLNM .ifn a0' M. n y MOV.. 7A• paW odpc.nr �+fhy. 'Itn ae M. y F t*w pow• adze.+-f stople fabric to fmce ro .eon yore Moe be .erpoW .tM . ereae foe to soar Oat• non a eq"*P o .Ah o lwec. fad huts rod fa sygaorf Me Dofet J' abnefr F— 12' deep Jonah Stoke A and ffuw nod fo sycw>f Me prM. J' d'vfrofx yer. p.aa .bon e. wse ua- Dorm r ,y.- Ma, 4f ontl po+M Yid b. a•M A*` yatm bDfr Man 4 toy fah c h bottom nu t `o— w/M gm-1 enae Typical Double Gate Typical Chain Link Fence Bdlast Flow -fi N. T.S N.T.S h II� I Y l To be instal%d of 50' to 75' Section A —A I ht.-.W.dep-dhg - pitch, A or as shown on plans 1 L new _T_ynical Temporary Silt Fence r cover min Erosion Control Barrier IV. Ts. -�- - -- 0" high etrongth non-shrhk orrat 7850' (pond o.avAorJ -------------- 184.8' (mo.Mnum rater sartbce Q _ -------------- m�ewlTon ciinny aiarin e.sttJ"- — — hiets ion 8. ,-a6— MM down f A Mows. A T 1 d Y and/ Ds A(ted HfA o 1)pACM attrlhn W the/rot r n&*. tp. of err . inlet B be Atted W1h o Not h-ell.,— Moth type sawn. Inlet B, hwrt >• 1B4.0% 1Bi5' norm- wafer suribce .W- Mewtlm d6rhg smo// storm e.entJ — inlet A, h-Y - 1B25 A/Ign hl e A pp-M outlet p4- J Set hat B 20' dghf of h1.1 A. 1 Cost I%o bee hha flame and grate w" wafded steel trvsh ruck cnn t r MI.# sudnft ehop dvrings far apprvwl waterproof sea/ with man-shrhk grout. tiro[oMy.d fn.f.,1d Detall — Stormwater Outlet Structure At n d/.i CF—h -o d Rn/inn r,,,- z50 ono ha.a flee -.RA., fa' �eiTZ�T'�T 2 a5 ,�.,� tlo. aanmrie lar I ea Ad t B. 5-a.7t tIs 1.l5 Adel a O-a- Ns am aoo ao5 oto a15 azo az5 aJo aJ5 a40 rle..ote - If, 7 . A— mad.,.,n A— �a a tan iafs A, B and C 6 o-a95 eel Mahtain 18' n Ikvl s4oamthn ExWng 15' D.f welter moln D yaoy. D�'ted ewm wM yfw, ,.,.M tabus Rattan -d tap ..no90 Oev. 191.0't 190.1 t Prodde 8' wide, 4' thick Idler of rig/d styrofodm heulouon for 100' from end secNan New 18" ADS-N72 stcrm line. Inv. -188.8 i- Storm/Water Main Crossing Detail M. T.S Aa1 A 2073 -ter d P1 anawn.nts Dev. 1850Y6 (assuming 6' cO.erJ g a a 6r i �b^$b gige�aIi fill,, g _ e R EEEEE u o 6 0 63g€$RII $EE gatQj All agg Agar 3 4ti4 43 �' � I io 656.39 � o I j I I I I I 1 S I 111 5� I a a all I � I I v J V OI I I w 4 e I II i� IN 11 fi w� 1 760.251 84ti3125 E If 1 Flo I '�t•E�' 04 lid 0 F� Ijk h v y� I ILQ i I I I { i$ I� II {I i ( I I I a I I 1 I mf �I FC I� 166 h h II_ili__II.II i I IP.��. liWl ..ITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 1 , fVw&x Shearer North, LLC c/o Bill Shearer, Shearer Chevrolet 1675 Shelburne Road South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in The Burlington Free Press. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public hearing is being held regarding the proposed development. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." Please call our office at 846-4106 if you have any questions. Sincerely, 4sqq�)"Vv Betsy McDonough Planning & Zoning Assistant Encl. cc: David G. White ( CITY OF SOUTH BURLING4 — lv DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-41Lo6 May 1, 20o6 Kurt & Laura Reichelt Trustees KV Reichelt Rev. Trust 9 Pine Haven Shores Shelburne, VT 05482 Dear Property Owner: Enclosed is a copy of a public notice published in The Burlington Free Press. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, q70 d" vl Betsy McDonough Planning & Zoning Assistant Encl. U Road Construction Notes (All rer rwaes m road Mar amply to po kmi M. ) 1. New road shall be constructed to the line and grade shown on the drawings. The rood and utility locations shall be typ/tally detailed unless otherwise shown. 2. Methods for construction of sub -base shall conform to Vt. Highway Specs. (1990), 203.12 "subgrode" in aff respects or as determined by the Engineer. J Grovel sub -base for pavement shall conform to Vt. Highway Specs. (1990), 704,05 table 704.05A coarse. w 4. Leveling course shall conform to Vt. Highway Specs. (1990), 704.05 table 704.05A, fine. Shoulders shall conform to section 704.12, Aggregate for Shoulders. 5. Bituminous concrete pavement shall conform to Vt. Highway Specs. (1990) Section 406. Binder coarse shall be type B and finish wearing coarse shot/ be type8. 6. Any sub -base or subgrode, disturbed by Contractor, or rendered unsuitable by construction machinery shall be removed and replaced with approved granular bockril/ Sub -base shall hove 95X of maximum compaction density before rood construction. 7 The Contactor shall be rosponsibie for a// compaction tests for the rood, foundations and utility trenches. 8. Fill mdtedd for road embankment shall be approved by the Engineer. Fill shall be placed in 6" lifts and wetted and compacted with satisfactory compaction equipment. fie Contractor shall perform 2 compaction tests every 100' at the limits of the Ming operation and shall reconlpact areas with less than 95X of maximum density, (Standard Proctor). 9. VA- applicable, the Contractor shall fo//ow Vt. Highway Specs, 0990) Section 20311 for p/acing and spreading embankments. 10 Rood in fill sections shall be placed and compacted a minimum of J feet above top of any utility to be installed, before trench is excavated for pipe placement. /n trenches, and cut sections the Contractor shall provide all necessary sheeting, shoring and bracing to maintain comphonce with all 0.5HA/1405HA regulations. 11. Sond fill shall conform to Vermont Highway Specifications (1990) 703.03, table 70303A. NOTE I. Sewer rotations to wailer mains Mae be in c-d-- with Me 1-andad stondwn Aar !swop. wrka" >a -caged ten sear. a,anda ds 2 Sewers Mal/ b4 laid at leas! 10 1 t hair/ tot/y brom any x/aeing or props>sd wotermoh. The distmae Mee/ b, osnred wigs to eog.. /f this dltonce cwnot b. abrawe then she Poe, Mon be instafl d ocaardhg to ffi- tjp. delad.. Kole, Select bockfi// compocred 6" d ctAe iron wager rn 6' /ojwz-95A slwdwd - 7B" m%n. (eoss 3?) ,ww'. proctor d ally �� O Sewer Sewers crossing water malls Mon bo laid to proms a minimum _tkat d'Wanro of 18" b.twew pips Sews pint, wr// be squid/stone M., as Rr airs possible from the worormom pint/. /then /I 4r bnpo!!iD/e to obloh proper sepoioUw, the sewer Ma/ be des/gnarl wed awserueled equal to ter ppe d he be water arm-, fastossrrro wb ed to twt/gNeeas pNar to ba,,A4Mg. Sewer Z Water Separation Detail N. T. S. Anchorage of Valves 1J/16' drA/ed v sfeN hale rrga shaped ro wale Croat one >trop dw/w we re m place J/4" bar rep J" - J d" hatred Sfw It's aded w/rh nuts 4 / A ea of bearing won lighrwod gams/ unduturbad undreturbed earth .win Section Elevation Note A thrust block Mon b, hateod of as wptermom bends, r.dlcers. end asps and t.. 3/1" cSUMad Stan u dr>raroee sou Minimum w 6`mh. mite PNrg ' trench wall (tNkal) U d /bad sari Ewri.ct/. b- Vo/ve/Dead End gore a/ ). Reducer Und/ Curbed tap Pl ace lace J (mmhramJ pall.. a meet between 3 1 an c--t. rh u.I beak, and pp / Rtthgs to prornt bond. Conwsta Ma /nor rover bar; ta. f IYrhgs. bt Undrseuroad son Tee 90',45',12 7/2' or 11 1/4'Bend Thrust Slock Details N.TS Minimum Area of Beor/no Surface of Concrete Thrust Block (in souare feet) Potable Water Supply and Woetewoter D14POS01 DOS197 Flown' Existing flows. (75 GPO / employee w 95 existing emp/o)ves) + (80 visitors maximum w J GPO/visitor) A (400 GPO for oil water seporotor)- 1715 CPO Proposed additional flows. (15 GPD / employee w 20 new employees) w 300 GPO Total Design Plow a 2015 OPO J 4' 6' e" 12" SL4L COAD77M S4r tk-ARNZ' eaW(W) dos as row awn eu u sea ,ea uw owe• oe= awe'• - awe ax iu �a z d ea ors 10• vx d 0.5 O5 05 0.5 125 /0 0..5 R3 10 /5 /o as 20 25 L5 40 AO 55 JO 1.5 S .Mare 14OW I,0 10 1.0 RS 1..6 20 40 0.5 JO 4.0 20 /,a 4.5 65 J3 20 IR014. 75 4.0 p'O 4, OW 1.0 LO 7.0 RS 20 RJ 1.5 1.0 J5 50 30 1.5 6.0 8.5 5.0 1.5 IJO Id510.0 5.0 °-11 sod J, 000 f5 25 ..5 1.0 25 J5 20 1.0 55 75 4.0 20 ROIJO 7..0 JJ ctO27 160 8.0 tow 2.0W JO A3 25 I.5 5O 70 40 a.0 10.5150 60 AO 760 5 14.0 70 JA00 150 son day 4" ww:,wm war., r,,,w„ a raa e9 Mfafi �,oical Pavement Cross Section N rs: 0+2 Povmy ro mash edsrmp Me Cwb.cro Mal be Dowd spared r:b /n oo'nMYhg ^1°• Ma'Or Ili atAm - vOSNA OSiiA ropworhn>. - $ Bachel morel./ Mob d tali no stone. preoI- inw J' h dometw. 95R 90% bow Am doy ar standard stmrdwd woa i2� „ row Pratte I proctor, rwpocr via mdreorse us avid el or 114' ro J/s" ; Mad ova,. oI wwea ar Engm Ms F .bore ewNNk,e owihe fao�. eocwrm of 2 r cnvw ..mop, pore) • 2" Rgrd SY-Awm mewa(wn + : wivii, o Ness of fo and s \ Far self YROes use 114' to J/4' arvM.d store See plops /o a/ Pine b1t w -IIIHh, or pple f/pu rod suss unearevlbw morwla Sanitary Trench Detail N. T..£ O+2' eb mush eAt ponNp hg A. ve ed Cwrrocrar Pa orb' avid a fl nn>Po/e / � /W Y ro>b cnmPljpq will asNA - vuv/A r.gu/or/ms 8aaloll matema be <oa, win >rane p-wrw /non J' h elan ten i maps doy w o -X morewi Plibn h 11" l,'nh one ca pocr b! 6ldlab/e4 `-_ U» rand M w 1/4' to 3/4" ,vomerl sane o> oral d. by Enpm obaro thomtathe / pipe (vas .faro h Y ago, AaOi6a marimd 2- RVAt 5baooa l-nays/ r/rn (Nx t-aa wrath uno r po sal w J rw storm Pores um 1/4' to J/4-ma' at-. bwo -Imikw of 141. - M,avtxbed m s ono s ono proctor I proctor Storm Trench Detail N. T.S Construction Notes 1. Die Contractor wilt be responsible for all construction of water main, storm and sanitary sewer systems as shown on the plans. He will be respans/b/e for a// necessary adopters fittings, etc. to make connections to the existing and proposed utilities. fie Contractor shall be responsible for ol/ work shown or implied on the plans and/ar referenced in the specifications and permits no Contractor shall submit for apomml by the Engineer al/ types of materials and products used Waiter Main 1. The pipe for water main shall be ductile iron Gass 52 manufactured in accordance with AWWA 0151-76, or PVC pressure ppe OR 18 (Schedule 80) AWWA C900, ds noted on the drawings. Al/ pipe shall have push on type /pints All lttings, valves, etcshall have mechanical pints. Pipe fittings shall be manufactured by Clow, US Pipe, Johns -Manville, or approved equal. 2. A# pipe shall be installed in accordance w/AWWA C-600. The pipe shall be kept bee of /.reign matter and debris during insto/fation. when the process of pipe /dying has stopped any open ends of ppe shall be plugged There shall be a minimum of 6'-0" cover aver all pipe and service /roes. Any pipe deflection sb&/ not exceed fifty (50) percent of recommended manufacturer's maximum deflection. BaekRI materials and procedures shall be as detailed on the drawings, the Contractor shall be responsible for any and all sheeting and/or shon'ng necessary to comply w/OSHA - VOSHA regulations J fie testing of the water main shall consist of the tasting of at instoll al pipe, services hydrants etc. The tasting shall consist of o pressure fast followed by a leakage test. All tasting shall be time with potable water and in fhe presence of the Engineer. The pressure test consists of maintaining a minimum internal pipe pressure of two hundred (200) pounds per square inch for two (2) hours. Foflure to hold the pressure (+/- 5 psi) for the specified time constitutes failure o/ the test /w the particular section of pipe. Me leakage test shop be conducted for one (1) hour The time for the leakage test may be included with the time of the pressure test. During the leakage test the quantity of water necessary to maintain the testing pressure of the system shall be measured. The leakage shall not exceed the allowable values as shown in table 6 AWWA C- 500. Foliate of any test section will necessitate repair and/dr replacement of the foiled section. working pressure and test pressure sho// be determined p/ntiy by Engineer and local approval agency. 4. Chlorination of the system shall be accomplished after the water main has been successfully pressure tested and thoroughly flushed Disinfection shall be in accordance w/AWwA C-501. The method of disinfection shall be approved by the Engineer and only after samples of water from the Aushed disinfected main shows no evidence of bacteriological contamination. Use 50 mo for 24 hours. the concentration must remo/n above 25 mg/l, robl,t disinfection is not acceptable. Sanitary & Storm Mains 1. The pipe /or sanitary sews- and storm shall be PVC gravity sewer pipe SOR 35 (ASTMO JOJ4) with rubber sealing rings All ppe shall be laid to the /fine and grade shown on the peons. 2 77ie installed sanitary sewer pipe shall be low pressure air tested in the presence of the Engineer. After pipe cleaning, the p/fie section (manhole to manhole) shall be tested according to the following procedures.- An internal pipe pressure of 4 pounds per square inch greater than any bock pressure due to o water table shall be created A minimum of two (2) minutes shall be allowed for tomperature stobdtral/on. fie pipe section shall be considered acceptable when, tested of o presbvrro of J pounds per square inch greater than any back pressure, the section does not lose air at a rote greater than O.00JO chn/s. f. of inlemo/ pipe area. Separation of Water and /or Sanitary & Storm Mains 1. No water main shall be closer than tan (10) feet to any sanitary sewer storm sewer or sonitory manhole, and five (5) feet to any catch boom. Provide minimum of 18" vertical separation between water main and storm/sonitory sewer __Iestir7 and Notes /n addition to the above requirements, all water lines and sewer lines and manholes shall be thoroughly tested by the Contractor #7 accordance with the E vironmenta/ Protection Rates 9/10/82, Appendix A, Section A-02(J4K) and A-04(G6•H). Note: All construction shall be occomplished in accordance with the standards set forth in the latest edition of the public works spec1 icolion of the Town of South Burlington and rel,renced specifications, in the case of conflict, the more stringent specification shall apply Contractor shall keep a log book or at least three swing ties to service locations and any points of defection or water main fittings. Books shall be turned over to the Owner upon acceptance of work Elevations to the top of services shall also be recorded. NOTE'' V Top may be made directly to ductile iron - RECEIVED APR 24 ab pa=ed City of So. Burlington Connee ✓V I ' M eP.w aeafa 31• lion 1a' a wou aw n' 0+2' poxhp to moth e/W g kw fist [sal \1 Rods throoded an both Me a a-- Ma be po,.e unpaved was I 1 L wtls with not.. I 1 Use side lugs / JO" respa . M a ajhp w/M OSNA - NJ94A nraund ®'14511y r 1 rod 56' only. I raw/ar/mx i I 11 Use connector lugs tar o O rwmm.d Dr M. Enybew- 12` to 24" only ----�-\��_ q W q Backrta+oMe Mdl Nan Y h dram.. �fK 9Si' 90.T r w /umpe Nay w 9landwd stonoord Plan A/temate Connections P«e is n we PraatOr I P^'elar Reh/blo d .dg. No fee: comPorr ae mdkntM } 11 T plot. to b. Punched to match ha/es 11 u skkf to. 3/6" 9,1-fzad bat, to ba rumlahed Uso sand N or 114' to J/4' tiered gg F Lmgth of toe p/o/e is W ♦ to' 0.v 12" to 30' dlwna(w Pp. mduslo antl W + 72' ter J6' fo wMsO a[we as by Enpmia hero Me eMewKh. - / pg,e (se sew. m wY aros .4' 6" . ;o 48` diametor pipe incbx.. .trey roar>n ew:vsv m.rwroe It 2. ""t section far 12" to 24" d/ .rer p{oe cnWd danoyo Pp hdus/w to be mods m we piece. To. plot 2" for roofer paws use avid /H/ or + B" J Skkr ax-a far 30" to 48' d/ 1/4' to J/4" wuMed arwe Nales fa tic. max. och miu siv. may a mode Rom mo two Meet1s /omee ep, oi°°'"'t or Geew torsos/me or pore `, 6^ by rioting ar butting w cwrw line wish Elevation ale` pdwn/xd dwrs or nova. - 4. Camectar section, er plot. rod toe plot. we ae pD.Cwneatw 771: salmnto 6e snore gage os skkt rod .och to be rod Mar gbrronlred Undlshabed motww/ l OrvaneMr /hide- Ovnwaena w Bop. Body 1 n.>, Water Trench Detoi/ • 1"t nrax. IY 1 1/2Y ar oe plot. f P4• 1 0.064 19 1 1J 16 1 41 148 2-12 1 pi N. rs Cross Section End Section Detail nts p/pe. with. other p/pas use either a couplfr79 w containing a factory -topped brass bushing or J>'1 use a double strop serwibe clamp. All tops larger than 1" require the use of bronze oaf All brass unions and adapters shall be Mueller. Q �j� ills Access cop 1/lh .,.,t cross country J'I Telescopic curb box, buffalo type Mueller H-10JJ4 or opproved equal New corporation slop Mueller H-15008 or approved equal - Curb stop Mueller Frost 8-25209 or equal undisturbed soil -� i "x4" solid concrete block Woter Service Detail___ N rs. 2003 I we1gn haws tar dent rommwts Tapping saddle Clow F-1280 (for di.) F-6J50 (for PVC) Water main Dot, -liod Oeswptian hrscked Oate Design /AJ Details Drawn EDM•/✓RF Checked Scale 1"-- Shearer Ch e vro/e t Date Noombw 22, 2002 Project o0124/8B1JJ I Sho/bume Rood South Burhn ton Ve X"WS aB UASfW Consulting f'ngineers> Ina 16'4 Blain Street, Colchester, Vermont 05446 Erosion Control and Construction Sequence 1. The purposes of erosion control shall be discussed with and approved by the Engineer and the Town of South Burlington prior to any clearing, grubbing, stripping or construction of any kind. 2 All erosion control shall be placed as shown on the drawings or as ordered by the Engineer. A// erosion control measures shall be, at a minimum, inspected weekly and maintained to fulfNl the intent discussed above. Are Contractor shall maintaln the erosion control measures until the Engineer is sotis#ed that permanent ground cover has been established and that further measures ore not required J. Man erosion control measures are deemed no longer necessary, all materials detained including silts and construction debris shall be collected and disposed of in a manner acceptable to the Engineer and the Town of South Burlington. 4. /f highly erodlb/e soils are encountered the Contractor may be required to provide *to matting, gablon or rivet mattresses, rip 2 112" n,.- rap or other measures as necessary to prevent erosion. fie Contractor shall stockpile hay bales to protect, at a minimum, o// J' ao mwa work in progress. All exposed embonkments shall be topsoiled, seeded and mulched as soon as possible after construction. 5. fie Contractor shall use water and/or calcium chloride for dust control. The Contractor shall also sweep Bartlett Bay Road as required to maintain dust control. Steel stokes dr/sun on downstreom side of hence MkaB EnNrolbnn or Snow (ence or Mko6 Endrofencr ukar/ 100, Jitter f7tvic fNter fabilc an upstream side staple fobdc to fence Form 12" deep trench Stoke A lay fobr/c in bottom cover with grovel once Ballast flow I h t ro be into/led of 50' to 75' Section A —A A o r a. -- depeo pl s. p/rM, or as shown on plans. Nicol Temporary Silt Fence Erosion Control Sorrier N. T. S. use high strength non -shrink grout - 185.0' (pond overflow) -------------- � 1848' (moxknum water Wnace Q --orm---- -e%vo7%n �iimg stT- = -- eve,t---------------6. Inlets bed/ be 6" b.,M& km ptoe ' with .town fumed elbows. In/et A T Moll be fleted NM o I)P&W suction /he/watt meat. type of .xreen. Inlet 8 be Mted with o ear hard.. cloth to, se en. In/et 8, Mwrf ,. OL11- l : ndmo/ voter sur/oce - n-----------p _ _ _ _ - --- e/ew!/on during smallroostorm cn)- = Inlet A, lava-t = 5' A//yn Inlet A opposile .cadet p.pe Set .met B 20' ri 01 of hole, A. 182.0'(bottom of 2i, 180.3' (bolts of "t st kle evMw sew. Iry Lfty abed metwht Cost inn bee him fame and grate or welded steel trash rack contractor shall submit nhap drawings Ibr approval e.•� Waterproof seal with I I nan-shdnk grout. -- ' • 18' AOS N12 pipe insert 4-0- out w 183.50' Unow out -- -Mcst/ry O" ring or butt' rape. /—LerM beta by cp 6K-We' - .yaw. A.Ir &M-0 /.-Je STM II99,ewM1 AfIL �.r - M.AIM la wr✓ /sea J14'e I 1/2' �. <!vand ;fin rain.'. • atM.e .ewe . '. V-Y,A.bed mafwtd Detail — Stormwoter Outlet Structure N T.S J'-6" had Nth mro7f�. cab b-arrrw Ma, b. 190" 09 P.te eeeembiOd by eM9nR M.tbtR - bwfap and Maa be rumened Nlh ee 1M net y 6Naps n e panels odb-t b soot pate Mae be .W'*W d with a A-e rod and bum roe e. su Wp l Me pate J' d--I - wte Parfe Mel be u-d hr pore, tarp- Man 4 Met. Typical Double Gate N. T. S Outlet Structure A, Rating Curve oxnvm tww «mere+, 750 rtrTS,_T.Trr�S.TtirS_TT-•"1-TTTrTT'•"ITT�-r�-lfrl 705 m_oinwm_ /low awWrkn /ar 1.60 aN% a.. 6-53I eh s R ma+enum flow a-a'hb, /= a I 15 brief C, 0-0. 26 cf, a 70 0.25- ooO aa5 010 at5 o20 o25 oJ0 am o40 nawml. - ct lhsrehue meainwn flaw emdthm tar b4Ot A, B -0 a tr 0-095 cH Lae pm� l.s pa✓'e^;md Pk `Lae post, set to . dpM or 210" a . 10' d~er nl/aotkal M= ewed hNe J'-6' Med Nth --I. Gob /rmnes Merl be t. 90" 00 Pw, be-nbled by .WMA ./wrap, w bdtao wd Mae be /mrished .1th ore the n.e s Y sHko. Me Pw . ad*-1 to .oM pate Mae be .p,6Pw Nlh a been rod and Muss rod M -Apart the pate,. J' dametw pot posts M0 be used f- poles larger Men 4 i r Typical Chain Link Fence N. T. S J' cover min-I.-1�-I � new I -I (1-TT1-I 1 on ors Mainto/n 18' Vert/cW seporot/on Exlst/ng 16' D.I. water main 9 .auq. 9oAmpw! B iron LT�r=L1- r FC E/ev 1-02.03 E/ev 191.0t Provide 8' wide, 4' thick toyer of rigid stwofoom knell/atlan for 100' from end section New 18" ADS-N12 storm //ne. Inv-1886t Elev. 185.0Y6 (ossum/ng 6' cover) Storm/Water Main Crossing Detail Mrs R,Izc�eI V �D AP nYo fso. e1irlinVtOn RA/(ROAD (RACKS PNwte force mole may exist odbcent to rohr'ocd property No /rcord of on ae �rWC" eosmrrent woe ro _Vol.. State of Vermont (leased to New England Central Raf7rood) —� — Eosrnen Vermont Elect is Power t —= Vw'uma log, Co., Inc March 22P7974+fB7 1 O (I „� t _ Access Rood Easement 1 III\\\ Cltity y of South Burlington Volume 542, Page 25J October 9, 2001 Shearer North, L4. C,__ Area = 12. 10 acres Veg►tot/�s Aaole Easement yo/umfe659X Pogo 725 20 C/ty of South Burlington Volume 542, Pope 25J ' October 9, 2001 Easement to be remorod 11 1 1 � 1 MAC AV Holdings, 1 tS 1 I Volume 45 Pogo 5B4 V 1 July 7,, 1999 I 1 1 bwtm rwc. mm Gal 1 d gprx ( fHY JII/Jl ayJ 1%ovnnd o�Wox en( f I L eoend I -i- Aw,rY cmhd aw.r I • kwn vee A„me C ■ LbrpeH nr,w/merf Armd I A tM.uly/M Aria/ -- _ kt■e�f/ Yw r ryf-aFW O sww m.v/w I A �( Rpaaf 1 Route 7 State of Vermont Volume 482, Pope "a I August 14 2000 71'97 4 a -- - - - - - - ---, �CM1-- - - - y� cmG / �irL2viz:���%✓ir%, r, �uu:"�°.' Original 9ND,tn �etic Mo J/l/sl 'eyyl� 1 1 k 1 1 pl 1 5' Underground UfN/ty Easement I edpcmt to Bartlett Boy Road 1 Green Mountain Power Corp. 1 Volume 89, Page 429 1 Nommber 1J, 1969 1 See Eoshynent fw- desnption ,1 1 11 4 n CYigino/ Location Ma AW fe -.0 Zonino lnformotion C2- Lbsunar W 2 _Survey Notes 1. A9 bawhpa r, ca'cv/atd and an ba-d m Ma,,tk Nrfh. 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My dpkrim m fhe pkta o/ surrey of boundary /hes r afMe' armct—, ,ra„a a/ bovnda-y IA_ Sheorr North, LLC wra / fd by rocnsaaetM e. Me ,mane of Me a//act or edwae poas a r oMr umnrlm Dens d Man /s a- was -A how bem / 4v t~ .Man knorn. to that e4en4 these pots of sump may be _,J,cf ro Y unZiZ dekna r ,*ts Aaawr ( I ,_tnna and y oro hdkeld m 0. p/0 o1 sus y 7 fib pbt o/ r y o /a- Me aa'e ux of 9,erer N-th, LLC Ms vm by ~ proprfy oener, pr/rofa a M_kpo' is ,p,ancd/y am,thwG.d e Ra o/ o ufAlt, eosm,mt fr Me bm,m of AYw End d regoha,a and rdsgrtyJi GL. was recoewed h Valume 15/ Po9s 572. L—Iv of &,4 ,oa.� t a and .. 39•+400 365+00 Stote of Vermont 397+00 3W00 399+00 aW+W 401+00 402+W •03+00 _ 40a+W 405+00 4 *10 _ State of yermont 99' Right of Way q -- M &YUBURNE Route 7 - ro BMINCrON 99' Right of Woy State of Vermont �,r �— iowd. 6" au reurrR lacofd rMw kw4 19 f. /amhq FBA' J2S%0.5 - - - /3 reewJ Wf f64Y J79/JQI fBK JI9/!03 t6x J29/lOJ Map References 1. Route 7 RAW. Haan -stole of N•'mMt ADA'roY a T or 9YWbume - SmrM tAMklytAn, Probd -£61C a19-4(1B dotd 9 2/9.; Sheets - 94 of 127 2 Ch_W.h ■b1r Llborct - Ri9ht-af--Woy - h ply of Robrt a i ✓Mn F Shearer: by Pau/ Aaroe/ata, ha. /3o)Qcf 16916. druwh9 97M,, dofd 7/171'7l. 3. To treat DKkh,mnt Co,—Ithy En9hesrs In doted remold h by Mp Volume 494 Pd9e 8a Ceitificatian D' 25' 50' 100' 150' 200' 950' fi4 y A bond m pAysicW exdnice -- --- - /ound h the eWd and w tt- eNdon w"/f,re obstrocfd ham reads and otter p cords fiis ry M oarhsfmf Bar .Scale r - 5o' aNaena, mr Pi r aa,Arma ro 27 vsA.fAdf - — aecrkm 14al /m A d LLS ^W Al I F-na/ P/at .epti� a V, onsdwe f y Shearer Chevrolet g�. 9q •�.m °ot• hw.ae.-u mu 00124-9Wbume Rod (U.S Rain• 7) 5oub7 &ffavoq yam, Jlf6BS & l.4NSlNG ConsufN'ng JWOTneerg Inc. !B4 Afain Sbvo4 Cafchesfer, Vermont 19S44B I C CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 12, 2oo6 David G. White David G. White & Associates PO Box 1007 Burlington, VT 05402-1007 Re: Shearer Dear Mr. White: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, May 16, 20o6 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Encl. roob anca-,, Pp.,t Aered of, the, same ,grimem rote4ng- . - working weekends fho!idays?' We have; ' position for you! Lin-.. .in St. Johnsbury, VT lie Northeast King - Is seeking an ener- motivated end or-. tad person to Pro- rpatidnt'and staff ed- pn and 16 assist in iepntinuihg. growth of , home respiratory,. Perry; . Competitive �acirrd . excellent ban-. 'k ge, Fax resume lilary DeCdflo : (802) 4683 or tag' (SOO). 1508 for Interview finigtorn Free Press 1 Classifleds 802) 660-1824 ANSTAL LER Boriu4 ' wAn , first r thsl The Canine Co. selected'.., ills, f iThe-Top Ten Beet; is to Work,, Is seek- lull -time Installers of bie Fence * pet con sent systems Working love dogs. 1011tlry. Job w/medt 1 ., . 0 ricernent ppf hl; to - $30K$, K. ,:f tang. pay- $1 1-�',to hr 1;000 , bon - /In months. Rot at-, 'Schedule that 'in-. id Saturdays. Com- Van, excellent lits .patk�gel Train- 5rovkied.. Come Grow Wsl Call us at (800) " x182 The' Ca'. Fence'Co: EOE NURSE )seeded for small pediatric practice. Tide ranging duties. lo hours per Woek,.� - _i_ ridM !� B teti tr I , "elude 401K. prward applications via fak, to: J802) 872-966?� - service ability lgh de. aWattention to detail end the ability to shift, parities aAP."d multi. We offer fantastic benefits'including rriedidal,%dental, life and nd vjsion; retirement plae"geio'S "_'Is paid * time. og,-%icire dis- count iMs!s'trbnsit re-. 'jimbu njint, health club discounts and much moral EDE Fill 6UT!8h application,. at Customer Service, print one-outonlinest or'send your resurne. yia,e-mail-cf snall-mail coin 2nd Shift: This posk tion will,'be r6sponsk ble for machining projects in addition to geniVal maintenance in0ludIng,- set-up, ct4ngeover, repairs, and adjustments. to line equipment. . We offer 11c ompetilive ,salary and To apply, l ly, please stop into 11 out' an applia. cation: ,-Twintraf I t Inc. , 2 Tigan Street Winooski, Vemont OS404 (802)6554200 Downs Rachlin *.Martin PLLC Specialtirt 199 Main S I tioret Lettershop Fa61J(ty* is - Burlington, VT looking for an fridustrial .g Engineer w/.4+ yrs of ex-.05401or Ei. all perie 0&af@drM,com, , n6e in. production. 'Ideal' candidate has 6X- P-Q-116 in •Six Sigma, Need to sell your 5S and'World Class Man - truck? ufactuflng.' `Come be a part of an 'Annovative. Burlington.Free Press team servicing sbme of Classified . a the worlds most respect - ad companies , In the (802) 658-,31211_ fields 'of Financial. ..Serv- budington1freepress.com. lees, Insurance and, Mechanic more.' Interested?. please - submitcover letter and PIJESEL resume esu me to: M ECHk -ANI. 0 - Mme rn #en.Carpentier@ S trogroupcorp.co 100, $2,C . . - Or, Human Resources Sign -On Bonus. MetroGroup Corp, 7 Ryder hasexciting op- 155 Seward Road pprt4nities in Burling- ing- Rutland, Vermont 057d I ton for Diesel Meehan: Ics-writh 1-3 years ex. ..QC DOCUMENTATION penence.to perform TECHNICIAN maintenance and re-` d .,pajrs on heavy, pty.. Seeking a ..qualified,, indl: diegelstrucks. _' —. vidual to iff the above 029d Shift, Mon. -Fri full time position. Andlvijd. *Competitive Pay & ual mustpossess', generi Excellent Benefits at office skills Incluctfing' CALL TOD Word - & 'Excel: Posltlq 800-793-3754 available immediately.' ss. Please send resume with yder sal . ary requirements to:, Human Resources EDE.* Salety, Quality VD rt t olan Valva & Opportunity Corporation *Drug Testing Is a 94 *Avenue C condition of employ- Williston, VT 06495 ment. Fax: (802) 863-6381 . E-mail: hir.usp , ON -SITE MANAGER Seeking Seeking resoernsiole Individual with strong administrative end communication skills to manage . .Residential, complex. CompetItIvz salary and benefits, . Send resumaj6g . resumes@ - : nevjlleco.coqrr or .Neville Coinpiknies, I I Mill st, Burlington VT 3RD SHIFT PRODUCTION We are expanding' and hiring for all 3rd shift p6sitions (16.45. PM - 7:15AM). We of - for competitive salsiry: and benefits. Please• stop to complete an application: 'TwInciraft Inc. 2 Tigan Street Winooski, Vem,ont. . 064104 .. (802)656.2300 Classifieds Pet R-L&I (802) 658-3321 Bur1In9tdnir4ePmsw:6orn LZ- SHEET� ROCKERS .& TAPERS wanjed;"irerai pay, own tools and lnsurance:. SHIFT WORK p Evenings & Vle , ekends $8.80/Hr. Survei Research by telephone. 20 hours per, week(mininnurny or more ORC Macro. 12#,C61lege St. .3rd floor Burlington, VT 05401 WAREHOUSE POSITION,' romp work for Mammut Sports Group (formally Climb -High), ateading distdbrAor of. rock clim- bing/mour ita,ineering equipment And clothing. Pogitionihiolves all -aspects of. Warehouse 'and shipping.operations. Contact us aft f802) 985-6056 ext. 112 Legal Notices4- egal Notices 0", Fe . wed MAY 8, . 2006 cepi or reject all bids. MVE OPMENT' to.. amend a previously amend a previo �l ap- m.. seaed " a' I . . - I ' DAVID b.'CLARK. REVIEW BOARD approved .; planned unit' v r V d Pis . rit. e , 'ne .LI'1106 ccepied*.diin a development iopmeht consis, d I.P? 0 . a 911ire contents of � P-0. BOX I53114r r he South Burlington ting..of:" 1) 159 single is n 37 existing X1 g , 5 Unit. The highest BURLINGTON, VT pelvel "Prilpirl't Review family lots, 2) 90 'two,.. , g fa of . to "sales and must •remove. the. . $card I'm bold a> public family dwelling units Inservice. f lilt .9 The, contents of the MISS Y CLARK - hearing at the• South 45 duplexes, 3) 6 com� amendment consists of h48 hours: of. in I BIRCH LANE JCT, VT 05452,. Burlington Bu'rlington .City 'Hall moo lots,. and r.4) .1 re, I f Increasing the size o 'expan- tIon of his/her Conference Room, 515 -served. lot. The . arhend-' the proposed ful bid. Payment 'In DAVID. . A. KI . LTY D(jr.set Street, . *. South, m e n t co nslsts of slon �. from - 27,53.9 zii:i. be made ad-: PO BOX'8242 Burlington, Vermont 'on changing the. 45 du- g ft. to, 29,963 sq. ft, for and in cash A- Tuesday, 16, May. plexes'. Into 99 s[n'Ie a total ed. I Of78,50 0 cash dep9tit - - must BUR Ll N GTO N, 117,054 102'. - 2006 at 7:3Q -P.M:. to family dwellings, '15130, sq. ft., 1675 Shelburne lade and ;will b6 re- April 29, 2006 Qonsider.the following. Dorset Street. Road., upon- 1isolIrction � e brocrint'cl4aned 1,., Final plat application , 2. Final plat application John :Qjnklagil Chair- !Akport Self Storage -PUBLIC HEARING #5D.06-23 . of . Dorset #SD,06-26 of . Shearer man S, the. right to at-' SOUTH BURLINGTON Street A,ssc,,ciad:e9,. LLCI ClIevrolet, . int.,' 0: . South :Burllnifon be- vel.6pm.efit Review Board Copies of the applies- . tions, are available e for, inspection at the South Burlington. C4ty. Hall. Aprfl 29, 21?W, XU05 p5.1rU0.,a1i:r!jinq*AK4nAi. i. ij CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTII BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 17, 2006 David G. White David G. White & Associates PO Box 1007 Burlington, VT 05402-1007 Re: Final Plat Application #SD-06-26 Dear Mr. White Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on May 16, 2006 (effective 5/16/06). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 180 days (must be recorded by 11/10/06) of this approval or this approval is null and void. If you have any questions, please contact me. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7005 1820 0004 3158 0130 Permit Number SD - 4- CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax#): Shearer North, LLC. c/o Shearer Chevrolet, Inc., 1675 Shelburne Road, So. Burlington, VT 05403, Phone: 658-1111, Fax: 651-0239 2) LOCATION OF LAST RECORDED DEED (Book and Page #): Vol. 659, p sg 725- 727 3) APPLICANT (Name, mailing address, phone and fax#): Shearer Chevrolet, Inc., 1675 Shelburne Road, So. Burlington, VT 05403, Phone: 658-1111, Fax: 651-0239 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.): fee simple 5) CONTACT PERSON (Name, mailing address, phone and fax#): David G. White, David G. White & Associates, Inc., 168 Battery Street, P.O. Box 1007, Burlington, VT 05402-1007; phone 862-1225, Fax: 862-3601 6) PROJECT STREET ADDRESS: 1675 Shelburne Road, So. Burlin on 7) TAX PARCEL ID # (can be obtained at the Assessor's Office): 1540-01675-C 8) DETAILED PROJECT DESCRIPTION: a) Existing uses on property (including description and size of each separate use): Automobile sales, service and repair. +/- 48,537 sq ft (including mezzanines and basement b) Proposed uses on property (including description and size of each new use and existing uses to remain): automobile sales, service and repair; +/- 62,496 sq ft (including mezzanines) after Phases I and II, and +/-78,500 sq ft. proposed final buildout. c) Total building square footage on property (proposed buildings and existing buildings to remain): +/- 78,500 sq ft Shearer Chevrolet Page 1 Revised Final Plat Application — April 2006 d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): All buildings, existing and proposed are single story. The tallest existing building to remain is +/- 25.5 ft high. The proposed buildings at their highest point will be approximately 32 ft. There are two existing mezzanines that will remain. e) Number of residential units (if applicable, new units and existing units to remain): none f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): No change from current permit -- Shearer Chevrolet currently employs approximately 95 people, with about 60 on site at any one time. Over time, this expansion may add up to 20 additional employees. There are approximately five company vehicles (aside from inventory) g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Located in Traffic Overlay Zone and Bartlett Brook Watershed Overlay District. This project also requests approval for multi -,phasing t� 2011. h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc: This amendment application proposes minor revisions to the existing approved plans for Shearer Chevrolet. The general concept remains the same as the current approval. Phase I, which is currently under construction, with no changes proposed as part of this application, is construction of a new free-standing building on the west side of the property. Phase II will include demolition of the existing freestanding used car building and construction of a northern addition to the existing main building. Phases III and IV will be additions to the west side of the main building Changes from the currently pproved plans include: a. The northern addition to the main building has been split into two phases. Phase II will be an addition to house the Hummer brand dealership, totaling 5,400 sq ft. b. Phase III will be at the northwest corner of the existing building to house a new service write-up area and other dealership support functions. c. There are no changes to the currently approved southwestern addition, but it has been re -labeled as Phase IV. d. Total proposed square footage is slightly increased to 78,500 (compared to the currently approved 75,897 sq ft), but this is still less than the 83,428 sq ft approved duringthe sketch plan for this project. e. Lighting in the northern portion of the site has shifted slightly due to the site revisions, with no material changes to overall lighting levels and uniformity ratios. Shearer Chevrolet Page 2 Revised Final Plat Application — April 2006 9) WETLAND INFORMATON: a) Are there any wetlands (Class I, II or III) on the subject property? Yes b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? All wetland impacts have been previously4pproved, including City, State and Army Corps approvals. The proposed changes do not alter the previously approved wetlands impacts. c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: 1. a site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's Wetlands Map. 2. response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). 10) LOT COVERAGE: See plans, Sheet #1 Size of Parcel: 527,076 sq ft Existing Currently Approved This Proposal Building +/- 8.4% +/- 13.9% +/- 14.6% Overall +/- 53.5% +/- 68.3% +/- 68.7% Front Yard — Route 7 +/- 78.2% +/- 75.6% +/- 75.6% Front Yard — Bartlett Bay Rd +/- 33.7% 1 +/- 29.8% +/- 29.8% 11) AREA DISTURBED DURING CONSTRUCTION: This application proposes no change to the area of disturbance from the previous approval, which is approx. 4.5 acres. *Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 12) WAIVERS REQUESTED: a) List any waivers from the strict standards in the Land Development Regulations (e.g. setbacks, height, parking, etc.) that the applicant is seeking: None Shearer Chevrolet Page 3 Revised Final Plat Application — April 2006 13) COST ESTIMATES a) Building (including interior renovations): a. Phase I: $500,000 b. Phase Il: $1,000,000 c. Phases III & IV: $730,000 i. Total Building Cost: $2,230,000 b) Landscaping (see section 13.06(G) of the Land Development Regulations): $34,485 c) Other site improvements (please list with cost): $375,000 14) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.): The propertyis subject to a lease to Shearer Chevrolet, Inc. It is also subject to several easements, as shown on the enclosed plat, including for a municipal stormwater treatment pond. The easement area labeled on the plat as "20' vegetative swale easement" is in the process of being removed. This easement is solely to divert stormwater runoff from the Shearer site around the municipal pond. This function will be replaced by the alreadv approved structured stormwater system. 15) PROPOSED EXTENSION, RELOCATION OR MODIFICATION OF MUNICIPAL FACILITES (sanitary sewer, water supply, streets, storm drainage, etc.): None. 16) ESTIMATED TRAFFIC This amendment application does not include any changes that will alter the traffic projections previously approved for this project. The trip generation as currently approved is based on the ITE Trip Generation Manual 60' Edition, use category #841 New Car Sales Dealership (including associated functions such as service and used cars sales), based on number of employees. Nothing about this application is expected to alter the projected number of employees from what was contained in the previous application. a) Average daily traffic for entire property (in and out): Existing: 2008 ADT Proposed: 2431 ADT b) A.M. Peak hour for entire property (in and out): Existing:64 Proposed:77 c) P.M. Peak hour for entire property (in and out): Existing:91 Proposed:110 17) PEAK HOURS OF OPERATION: No change from current approvals: 7:30 to 8:30 A.M. for arrivals and drop-offs and 4:30 to 5:30 P.M. for pick-ups and departures. 18) PEAK DAYS OF OPERATION: No change from current approvals: business is fairly Shearer Chevrolet Page 4 Revised Final Plat Application — April 2006 k consistent weekdays Monda through Friday_perhaps slightly higher on Mondays. 19) ESTIMATED PROJECT COMPLETION DATE: Phase I: currently under construction, complete December 2008 Phase II: begin summer 2006, complete December 2007 Phases III & IV: begin 2010, complete December, 2011 20) ABUTTING LANDOWNERS — please list abutting landowners, including those across any streets. You may attach a separate sheet. See attached 21) PLANS AND FEE Plat Plans shall be submitted which show the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the plans must be submitted. A subdivision application fee shall be pyl to the City at the time of submitting the final plat application (see Exhibit A). 7 I hereby certify that all the info submitted and is accurateAoo hi SIGNA nested as part of this application has been know,jedge. iwKe ,31101 a Oki Do not trite bilow this line DATE OF SUBMISSION: Z dlS/ I have reviewed this final plat application and find it to be: � Complete _ Incomplete �In1c)LD Director of Planning & Shearer Chevrolet Page 5 Revised Final Plat Application — April 2006 ' • STATEMENT OF PROBABLE COST Project Name Shearer Chevrolet Drawing Referenced: #3 Planting Plan Date Prepared: April 21st, 2006 Date of Prices: Spring 2006 Project Status: Revisions: Sheet 1 of 1 KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL REMARKS TREES AF Red Maple 14 EA. $575.00 $8,050.00 2 1/2-3" Cal. GT Honey Locust 21 EA. $500.00 $10,500.00 2 1/2-3" Cal. UA Liberty Elm 6 EA. $540.00 $3,240.00 2 1/2-3" Cal. P a White Spruce 16 EA. $350.00 $5,600.00 8-10' PGb White Spruce 12 EA. $275.00 $3,300.00 6-8' Sub -Total: $30,690.00 SHRUBS PF Sea Green Juniper 69 EA. $55.00 $3,795.00 24-30" Sub -Total: $3,795.00 Total: $34,485.00 SHEARER CHEVROLET South Burlington, Vermont Abutting Property Owners/Addresses April 20, 2006 Kurt V. and Laura M. Reichelt Allson Partnership Trustees KV Reichelt Rev. Trust Ross R. Anderson 9 Pine Haven Shores Box 1100 Shelburne, VT 05482 Burlington, VT 05402 Mac #2 Holdings LLC MDT Partnership 1233 Shelburne Road, Ste. E4 c/o Willie Racine's South Burlington, VT 05403 1650 Shelburne Road South Burlington, VT 05403 New England Central Railroad 2 Federal Street, Suite 201 Magali Mouscardy-Ulugi St. Albans, VT 05478 1919 Speyer Lane #A Redondo Beach, CA 90278 Chauncy and Mary Burns 2 Twin Brook Court Barbara Leslie South Burlington, VT 05403 18 South Beach Road South Burlington, VT 05403 Jonathan and Marlene Tibbetts 2 Brigham Road Erwin and Ramona Waibel South Burlington, VT 05403 1 Twin Brook Court South Burlington, VT 05403 City of South Burlington (575 Dorset St. Jeremy and Mari Siegrest-Jones South Burlington, VT 05403) 1 South Beach Road South Burlington, VT 05403 Millicent C. Lash, Trustee Millicent C. Lash Trust Shohreh B. Eckhardt and William Eckhardt, 1515 Shelburne Road Trustees South Burlington, VT 05403 32 Brigham Road South Burlington, VT 05403 Antonio B. Pomerleau, LLC 69 College Street Lydia and Richard Lowell PO Box 6 and William Bartlett Burlington, VT 05402-0006 10 Brigham Road South Burlington, VT 05403 N N RAILROAD TRACKS Exib avwf & t 24-ADS -1-1 RAILROAD TRAMS -•' rm'mg of apt - - - _ _ _ _ -. _ rz•' / e� // o° / /�i_'--'_'.�" EAi t 7e' v <,.wr ��;so ow / \ - ' v .............. h«_ 182.%' 77 Bet9 .__.._..:..... , Ili ...IBA..___. ,._ J.u.,n T1j ,,.,. A, �"1'1�---- *. ,�„ JBB ieb ..,..^_n_._ uwuwm-.. _••-l._'--�_ \ II as' eAr twhn I � �'`---;yow,_',� � � ,>rM 24• Aos-Nia t' r y\ LEGEND Cmh.l Point uI ty Pa. Fire H,4-1 tl' Nor /umMOMa (5 Uphf/np E-mg 1101 -� \ New /h/M grade APP•o..M,ofe P.ro.-fy /Me � , DW.- w wen d ------ ----- •\ 1 50' -11-d buffer (Pr 5-M 8'ni'gtm —.9) New at— A. New — t Y eeeror /Me - 1 whoa . �_._..___�-•'��. AW apt Mc. I -oR i �Iwo I �e N.M. III A4 and, $'� ^- _- - '--__-�==•v�.�'==-----ice �-�JI. Proposed Pavement Area - 71,096 sq. ft. u. _._ �-1of 1ebli.n 1 �- a'o PHASE N / 0• 1.41 IDWANMON 1 /"1i�'llAftlt1110 Y 1 q. R "b.;-L-i- 207 w> b fad. be ro b. buA, �0� ronon0 h M.a. /V Ph existing pavement PHASE I Boor SHOP -203- �r 1_ y , 17 N: South Burlington Woter Department Notes -//' fie SI-M &AM9Nn w.tr Ow..rbnsnt be anal no(AFe0 of 1—t 48 h— h .d mw t. s'wt If wort N N my dddAp Aland h thM p /rt. p(A 7h. SW Br1MgNn Matt wprfmmt shop be nofiAsd End— N /—I. and mod as rorr moh> M.f -Y be hW.M h M/. Pn,'i'a —� Me Clio pkh w.Nr 060*1 Reta 0eparrm nt >ndl 1 \ 1 be -ppli.d nth As-b\ipf• d h19> o/ fhs rote f- of — hmd cgoy of tM rorr spfsn M Ms fie Math Deportment >nd/ be nofiAed ./ y dr-.n9e> to M/a p%bc1 r/M ht. 1 _ .enxd note aanr P/ a All rofr Motad rpk ro be Pw�d in oce.W-- I r/M Ms 'SpeciArot/au and D.ImVs /r foe lost.!/.flan of w 1- /Mee and opp-t-- Ax d/ W tr S -- _ E .. 1 RMr 79?a5' SfW_ 0-.d by Me oro p/oM wbtav DW'kb the city o/ Sou 8ur/M9ton, cachou FM Owt et R, ' " n Mv. 18x9' mid tAs Vi7oye of .Y-1'1 V 1 .1 Ch;Wotr Daict he Oo nt sall be no,d tN be prof MlMq 1-to/.l-of rotarVMe 1 i croafMp. C troctd a1d/ arrange . proem>truefker 1 . t. 'ADS cdnrt fhp 7h cnomP/oh wbrr O/aMcf, SouM Bwh'ngtm Mbfr wpvbnwt mM M. fn9Mrw. 14' Parkin S/ if �k a 1 0Lstomer tn /o Pork/n aces Location Moo /E P >� 9 Spaces Not to rode A.G w.fr maM Al other po—snt strip/ng i\. \I • y,,, R„ shown reprosents inventory and Plonnin and Zonin \\1 1 dsp/oy aroox Acho/ rtrpin9 M 4g Information these oreos 1r ap liana/ and shd/ N e be cIt, d or the owners Owner/Applicant \\ \\I Shearer North, L.L.C. a \\\\\11 �� % Wit/iom Shearer the total ore. of Close J wetland 1675 Shelburne Rood \i disturbed by this project is 095 South Burlington, VT 05403 ✓, ,�\� 1 1 acres (41,494 s. f.).. 1 Ec ri't j 1 lw-�a_ R.mpe irA cprpete-8'ld w ro protect t —New coopers-/d bd/pd> to p.h fpuy pd rI'AC watt moat Construct new entrance E/viYU79 curb cut 1 I •pea /M. w �rfrthg 11 �Pewmr,6 saw Abk/t Area: one: 12.10 acres C2 — Commercial Lot Coverooe: lot Arro dA%W a QvW N.t 0-W COWRAGE 237, 754 xf EtUI7N0 527076 xl. 44MV xf. m e.t 282,284 xf. 8 4X 48, fX =5x PROPOSED AMM1 S27,O78 x/. 1Z500 a.f. 74099 af. USM xI. �,� A� 2.4X U" +157X PRLPOSEM-8,5a5 527,078 xl. .x x/. -?,Ba9 xf nxw•A#v'g sAWA a7z -42X -a8x PROPOSED 64929 xf ,Mt„N8 xf. JUX7 xf. .wnwr COWWAX (ern. frfAfr 1 s al 527,076 xf. 7fSX 57.PX 6Q7X FRoPOSM -78,004 x/, 0 xl. NEw AVMIP.=AAG 527,076 xf. A9004 xf. -taw aox aim PROPOSED 78,9JJ x f. 284J44 x f. J62,J67 a. f fWA! 527M xf. 148X 5"IX 68.7T Front Yard Lot Comma& -Protect Phosiny,_Schedule turd F-1 C.— rota front conrop. R.vN /7 BavrNtr Eby Rood fr•M Rwrt\ 'w' A'n"� J4px/a/ 1R021 of fYgo ----------------- ----/ 210 OQ f 21t- in DON re�>.e Design /AJ Site Plan — 2006 -- Drawn FAIP Checked tpn/r ofnw�,hA -- Scale 1, 0 Shearer Ch e vrole t Dale APrA 71, 10LK' B'A.t:. w9N-th✓ +—� SHELBURNE ROAD (U.S. Route 7) - - _ -e- - _ - TO BURL Project 0012i She/burns Road so�rh s�7inran uen,,,�nt TO SHELBURNE S d• LANSINC Consulting 6'ngineers, Inc. lNG N 1 �J�•6 1.._..---- .,_.. ISW Vain Sbv6,4 Colchester, Permont 0544e PHASE / /n Prcgrwss Summer, 2006 met, 2011 PHAblr 11 M2[ az7X V %`, �L.e 7ssz 29BX ^�p O g e 0' 20' 40' 80' 160' ��i" SCr SCo/e 1" = 40' MUM RAILROAD TRACKS E sbud11 s 24" ADs -/ -r RAILROAD TRACKS - - _-- ___Exlr(M9 -�__— aAf ---------------- � It _ brio ----- �. "ADS -=-.-.---- 1 �• — -_-. -. C14t, le _ _ - IN 1 : I _ Exbt 7e"'P6G_0ed _ fn MAW 182.96, _ tCim/f of tia-ISA'lof/m, / .W_ .. ......... .......�.»»»�. »......,.M.... ��,...»...».......».._...».......»........»..»..�».�....��.........».�»»..�. ...�»,»..».. "• ! 29 -_ W— 16" / Now cmeevctlm /Mat IYnw - PrK-Gnat' �. oI aabtMp .•., , 1 / �++ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ s _ _ _ _ � � 1/ — W -_ - UFLfXJ ooromwat - New ant New end soe6an-�-='*...�,,, 1 _ SS' d/a fevrn \( 1 mnhsW • _� .\ water wafer __ ___- ............. ........ 24" AOS-N12 1 � •boats / 1 P96.6/ //---wotw r of - 1 stria ................... 1, ...., .. 1 / _ \FW, 12 AOS / PHASE I BODY SHOP New O,1/ ter seporotw Nor 0( /rice rag-o/1 lroah Rim 196. B' / / Sse Wfe9a. u,y, .oMnslia� _ i qV edIV- k'+F�.�-•-�• \•`\ Munw 20D5 6'PVC SOR JSasewer 1 //// Mo Her ts =a OJ 1 - _ £sM ns► All rHk/s sforoge New 6' 50M R J5 P ^Mato# 1 e� new ws. yg d D 1 4' dpid Mauma . IBpM ' e � OaNce w- rynHM� SnR y wafrr O N N ! • 't�'„y!7 °� a}s'( /nv, out -19516'11 q ? 1777 _� M Nam' „ 9i 13 ADS-NI2 ow Co M Rh" baaM J97.4' Ex. Cote basin '^ © R w SDR J1 eform MOOT 194,0 RMr 19723' Mu 190. 60' 1 to NJ am Er. GfM bosh R I aml9R3' 1 1� r. .e' b 60• CNP JB6.04' Oil I fxbth9 ,tax /Mad wa/ M t rsarowd New Catch bosh RP" 799.73' Af-.0 f— Mu 19410' ,.ww .a.. •.... ,�.... ..,..., ,....., - 73' AOS-NIT w Mw auf /At216; mohtoh 70' ham. � 60p JS ,farm /.3' .s/L wyrawf/oa from wafer /Me Nsw carts ewh Rbn 20.t3' (sale aow)� Mv. /9R3' pp / New t2' P y(/ I P eased 1 " ,o D Idi•p � / maroon I U ,q� 8 ` / Y PHASE IV i COURTYARD j FUTURE I F" EXPANSION N WRIYARD j 1 n cv�i�i� t i^IT I ti,ssi w- It. 11 1 11FIFITTI 1 1' existing 11 pavement 11 \ A r roes mate, Ma/ be ny new nxmre: 1 h M..xidhp 1 t fbr prgoo,e0 edd'fkwa 1 1 1\yy o 4 1 1 GSY<xL HAwaf 2na� a I a � EXISTING DISPLAY PARKING - - - 1 Auzi TO SHELBURNE T e" A.0 wets lh✓ 1 I I 20744 R. o/eHsfe R re fool 0vha-� / b ealOhp to s le Wsth7g D0db7p Mmovse M oN /V fo rorM-rnsef to nsw ��� atnn outlet. reM. � Whg story f- Nee reel dots oubet /w propose wsanh9 oddRkrr MK-zoJ.o' EM77NC SU1LD/NC 41,996 sq. ft. E ® A•ew roof dots h" m 79ASJ' Qr� MI I 1 Ex. SAdt Rbn 197.J3' lM IB&9' WADS advert 16A 14' -hv.- 1eQ86' /--E 0W b Boats Bbn 19.R0' Mv. IM5 ------- $' AC refs mom — 4" pea one D`~Q��„ffG South Buffington Water Department Notes Th. 5aifh BuAMptn wbfe� Oepslment shell he naNfiee of /seat 4B hears Mad-. (o shut off wets Jr h'. to ny bundh9 hl /. d In Ms Scufh BudM9(n wbtwr Owobnnf oho// be nahnw M ed.rna. to 1 r. one men m/ eofe- m.ha Mof may be hM.rd h M/ The Chem k* Watw O/ab/cf Refon OwwMm t shall be supplied wits `Aa-Budt' dvwhpa of the -W system upn comp/efkn of Me _ter of- M the /a-m o! ens herd cwy, Ore S-M Budh9fn Wotw Dapa-fmnt ehdr be notified of ny cAonpoe to (A/a p%Ner with rinsed hard copy p/ a A// wafer Mated warty to be perfumed M occab ce fin., fete -/riled to prof ct w/M the $osNrimf/on, rid Defon, for Me /nsWahan f wbtw /hes and epp/mtnncea for W/ wbfe, 5)etem, Owned by the a-wah wbte, AW-4 the B GfNy Ne cane M-N/se e/(y of Sb th Budhgfn, CdcAwrfs fk, D/hkr /1, rid the M/ape of Jsdoha' r M f'ayv iW' 40 �� bOwd to f.N ufb/fy pals P/o Arc Swfh 8"fe ftn wafer "N, o , the E ,hen be not/fee in adwnn ro M,P.er w/ n S fwa, o-o,e gn rid thrust b1b. pAw to ® l wafer moor % 4/ 46� `� e Of a Bwlh9fn Worsr Depwfmnf sd, two oN the wets aevwce ro Me sa/rMp Band f/rof b m be wnawa rid man rem.ro rn. m rid ot. of Me thrr. 0dr,cronn 11- the , Wce /be LEGEND ,rid/ f,,- be -1 and _ppsd lmmsdbfe/y beyond the exbthcv p ub Ow by M. controctw. J6SNO BI#WWG C_W Al 0 lVJ �� 0 BE REMOIEO utsey Pao w obese n) ;JJJ a¢N. fAe Nlsbw,f � 5/mr E/athp GJphf Pas (fo be romo.ad) O Ex/atkg G/ylrt Po/ fro —eh') Q'O E, kg frees fo be removed d New /umhoAY 1�b 7" (See L/phthp Prn) Nee 47/m Pmd.- AAprox r. prwerty/h. ---- J-�-- New atom the ossr Nor _'Mr, aswwr Ike �— New apt I c. \ 1 Existing curb cut 11 4' We Ike f 1 o! new porn9 (Atari VAOT desip e is7hp of 9,06 m Rand) `-Goa ,rNce SHELBURNE ROAD (U.S. Route 7) TO 20' 40' 60' 160 p' ' 240' - __ a ® ® 7 Bor SCo% I" - 40, Dote roNsae Design JA✓ Drawn FMP sl�f Y4�"p° r Checked Scale I�e•AC. rofw Dote Awn 21, ZeCw fJNCT s Project oO124 Ut/Iity Plan —2006 Shearer Ch e vrolet I "ZffS & LA(UMC Consulting L'2agineersx Inc. - ""`°` ^ _..J — _. _w_ fear Jfain Street, Colchester, Vermont Vf~ 112 --- Ex\at\ap ai\ taa°a ErnCmpeacet \ �.\ 4 ti 4 V 4% 4°> _ e 4°R 0> a 49 44 4P a 4R',� ?, 49 a 4°>I�S,. 44 49 4' 4$ e e 4°ry 44 e } 4 4 R°O 4$ �R¢ • 4� 4 iO� 4¢ 4¢ RP 4 4$ 44` 4� 4� 4¢ 4� 4 g. A. ,h �p 9 ,p y +�^f", ,p ,p � , \\4¢ 4$ , 4,p *91, 4$ 40Q e/Mllhfraw \ ad,a'vv+w' �p ,ry ,t, wear PHASE II R Ra a 4 4 R9 4 R e 4'a 4 4>° 4S 4 jl° R11 4a Ra s`l '#° 2 R BODY SHOP el 25w .c .. 1 nN R C two ,4e $ y Ro 4$ Y� #$ T' RW 4>b ., ^ F F F 1 'I J- I 4 sit` '� ^ .gyp � 4# R3^y x r' ?'q #� s� it 3¢ 4$ 4� R` 4$ Rti 7�° Y ?' 7� ' *1 I C I ' = 7 4 V, R' s *1 7 4 7 4 V '91 r 'Y x .. I R` 4� sP 4— 4 3 4_— ,p- #' I v vq x x F S ab ,� ,ry ProposeC �p ,p 4 4' eBuilein9 v Y Y ,.P P E ST/MGBUKD/AK3 Aeaition —6 4fM&qA LE I ab # R3 Ie e 4$1 7a►a a$ 4>^ iq F H H Ilic 4° _ s 01 7r Rti sg 4 R 4 4'' I ^ �4' R kq Y> 4e I 1 4$\ 4$ 4$ R$ R$ R$ R$ R$ I 4¢ 48 7 48 R$ 4S 4'q 4' 4,Sry RQ R° 48 44 1 R' R� R4 R� Rd 1 1 +k 4$ Y R� \ 4c R R4 A 4�g���v I O eK pnftm ' wordw&,p- R` T[�SHEPBURAyE 4° 44 4° 4$ 4$ 44A R$ R� R$ S/+ L6�lRA{£ RVAO (61PS. O?o�e 01) R$ 4pA 44 4$ RQA 4' 49 49 Rd ps" 44A R9z I B�RL/ANON ys' Ro 4� a a a a a a RI 4- 2 a y a a a a y a z a a A +C't.c �p ----_ R$ 4" � e 4' — —Rt — — —R1 01— 41- 31— V- '7--�_/4r4_ 4$ 4$ 4$ R$ R$ R$ R$ R$ 4$ 4e 4°> 4¢ 4¢ 4 4S leR0 R¢ 4¢ 4¢ 09 #¢ 4� 4° R� 4� 4"' R0 R9 4¢ 40 R� 4� j 4°> 44 #� R° 4$ 4$ R$ 4� 4$ I 4$ J FTIM IRF. AMD POT-F CPFPIRrATIOM Fixture A Future E Manufacturer. LSI ManufacturerLSI Fixture: Greenbrier GFM El Fixture: Greenbrier GFM Configuration: 1 Configuration: 3@90' Optics: Type Ill Optics: Type V Lamp: 400M1I Lamp: 400NOI Lens: F (Flat Tempered Glass) Lens: F (Flat Tempered Glass) Color. PLY (Platinum Plus) Color. PIP (Platinum Plus) Options: -- Options: -- Pole: 26' Pole: 26' Bass Cover: -- Bass Cover. -- Pole Color. PEP (Platinum Plus) Pole Color. PLP (Platinum Plus) Note: Poles are mounted on 3' raised footings. Note: Poles are mounted on T raised footings. Fixture B Fixture F Manufacturer: LSI A Manufacturer Garden Fixture: Greenbrier GFM Fixture: 102 Wall Sconce Configuration: 2@180o Distribution: WT Optics: Type V Lamp: 150M11 Lamp: 400M11 Finish NP (Natural Paint) Lens: F (Flat Tempered Glass) Options: ---- Color. PLP (Platinum Plus) Note: Fixtures are mounted at 18' on building. Options: -- Pole: 26' Fixture G Bass Cover: ---- Pole Color. PLP (Platinum Plus) Manufacturer: Garden Note: Poles are mounted on 3'raiscd footings. Fixture: 102 Wall Sconce Distribution: Lamp: WT 50M11 Fixture C Finish NP (Natural Paint) Manufacturer: LSI Options: ---- Fixture: Greenbrier GFM Note: Fixtures are mounted at 8' on building. Configuration: 2@I80o w/ Rotated optics Optics: Type III Lamp: 400MI I Fixture H Lens: F (Flat Tempered Glass) A Manufacturer. Garden Color: PLP (Platinum Plus) Fixture: 102 Wall Sconce Options: --- Distribution: WT Pole: 26' Lamp: 150MH Bass Cover: ---- Finish NP (Natural Paint) Pole Color. PLP (Platinum Plus) Options: --- Note: Poles are mounted on 3'raised footings. Note: Fixtures we mounted at 14' on building. Fixture D Fbrt= 3 Begs Manufacturer: LSI Manufacturer: Fixture: Greenbrier GFM Fixture: 8216P (Bollard) Configuration: 4@90o Lamp: l8watt (Compact Florescent) Optics: Type V Finish Stainless Steel Lamp: 400MIl Fixture K -.—. Lens: F (Flat Tempered Glass) Color: PLP (Platinum Plus) Manufacturer: Insight Options: -- Fixture: SMS Wall Mount- 12 Feet Lonil Pole: 26 Reflector. SA Single Lamp Bass Cover. -- Lamp: T8 32watt Pole Color: PLP (Platinum Plus) Finish TN (Textured Natural) Note: Poles are mounted on 3' raised footings. F: Fixture Z Existing light fixtures from previously approved lighting plan CL-1.0 dated 09.10.02 7.S047nMMUR KFY ISO-OONTOUR FW71CANDLEVALUE 1.00 0.50 0.25 LSI Lighting Systems Gardoo 10000 Alliance Road 1611 Clovis Barker Road Cincinnati, OH 45242 San Marcos, TX 78666 (513) 793-3200 (800) 227-0758 Bep Insight Lighting 1000 Begs Way 4341 Fulcrum Way CerpiMaia , CA 93013 Rio Rancho, NM 87144 (805) 684-0533 (505) 345-0888 STA77S77CALARE4SUMIdARY - Grid Type: Horizontal Illuminance at finish grade. I Grid Units: Footeendles Ave Max Min Ave/Min Max/Mm AP Overall Site (All paved surfaces) 2.92 6.71 0.56 - 5.01 11.95 R Disclaimer: y'9 • This analysis was calculated in accordance with published IES calculation methods and procedures with �d' ^ data as entered by the user. This analysis is based on tested IES photometric data, light loss factors as // defined in the LLF value. This analysis is a mathematical model of real life situations, and it can be only as accurate as the model itself Calculated values may vary from actual measurements in certain situations. SE Group is not responsible for light output deviations due to lamp/ballast combinations or other variables. Oat, rebx? 04.21.06 Desorption. Update lighfNp p/m w/new buldmq bwt. Checked I ow. ��� Deslgn MKW Lighting Plan SE GROUP I $sale 1=40 I Sh e arer Ch e vro/e t planning & design Dale 11.22.02 1s6cakR.— Project o210e She/bums Rood South Burlington. Vern Baruaama. V—asar ,f— ARMS & L4X.9ljVG Consulting engineers, Inc. II l� i� 10 164 amain Street Colekester, Vermont vet) Exlslt�q e\t t¢�ce 279' 4' / 710 I 2-pGa 1-pGb 2-PGa 1-PGb Amer _ 1°PGa 1-PGb 1-PGa 14-Ga 1-PGa =_1-PGa 1�Ga 2-PG2-PGb 1-PGb ^ 1i2Gb797 1-PGb 114-Gbb 1-PGa 1-PGa - 1-PGb 18-PGa 61 d b-off 5-UA s MWM MW � al�st7rrnt I 1 1 I I II — I + ;a _ I — —r —8JP �MII� I Ei�sG�q z'A take PHASE II BODY SHOP 12,5W w K TW ti 1TMa under ceosw�uen - W1ee. 2aae sr P KI G o' v ed Bdd a0n III `h Bd d° I PHASE Ill PHASE IV { SERVn. I 4,650PARKING ''jj' T' ' � I EXISTING BUILDING 41, 996 sq.I1 7JP 6-JP� n 9 I Ir .._— ...-- __-__.._..... _. VAorWljln 7anrwn SST ATyw 7-GT - - - - - - - - - - - TO SHELBURNE - — SHELBURNE ROAD (U.S. Route 7J } 70BURLIANON _ -. f1'AL xslernNin I = m _-- ---.----- -- -- - - -- _0*0GNET10 1 " 1Ip ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. SURROUNDING SOIL SHOULD NOT EXCEED 80% COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED SOILS ARE PRESENT WIRE TIES W/ HOSE LOOPS, TOP OF ROOTBALL TO BE PLACED AT SEE SPECS. SAME LEVEL THAT IT WAS GROWN IN NURSERTY. SLIGHT ROOT FLARE FASTEN WIRE BELOW POINT OF SHOULD BE EVIDENT. MAJOR BRANCHING OR TO MAJOR OUTSIDE TRUNK. 2" WELL COMPOSTED BARK MULCH 2 2" HARDWOOD STAKES. ALIGN CUT AND REMOVE BURLAP STAKES PARALLEL W/ROAD/WALKS FROM ROOTBALL OR PARALLEL W/ DIRECTION OF PREVAILING WIND. ALL STAKES TO PLANT MIX BE CONSISTENT. -3 PARTS NATIVE SOIL - 1 PART WELL COMPOSTED TEMPORARY WATERING BASIN COW MANURE FINISH GRADE BREAK APART EDGE OF EXCAVATION W/ SHOVEL AND BLEND PLANT MIX 1'-0' FILTER FABRIC W/ EXISTING SOIL TO PROVIDE = GRAVEL TRANSITION TO UNDISTURBED GRADE -- —_11 4' PERFORATED PIPE WHERE —III—III _ III III. APPLICABLE, PERFORATIONS UNDISTURBED GRADE LAID DOWN UNDER DRAIN EXCAVATE ONLY TO SPECIFIED 1'-S° AS REDO 1' PLANTING DEPTH TO ENSURE STABLE BASE V-0" MIN. 1'-0° MI . A TREE PLANTING SCALE 1/4"= V-0" d-decitree.dwg PLANT SPACING Q PLANT CENTER A D D PLANT ROW - -- ALL EQUAL OR D D AS SHOWN ON A _ PLANTING PLAN NUMBEROF SPACING'D' ROW'A° PLAnr8130. Fr. 4'O.C. 41hr 0.07 Se'D.D. 212V 0.12 W O.C. 21 0.1, 24.O.C. 21 0.25 NOTE OUANrI7Y OF SHRUBS AND SPACING AS N01BD IN PLANTING SCHEDULE. FINISH GRADE �{ C MULCH, AS SP I� al EEC --SHRUB ROOTB `` l u _ PLANTING MIX AS SPECIFIED /v /� 4A� \ EA1M6y MIN Loa wPAanG - SUB GRADE '? .: C * - `SO SHRUB PLANTING ISCALE: 1 , 1/2" = 1'-0" p-shrub.dwg KEY BOTANICAL NAME COMMON NAME QTY. SIZE _ REMARKS TREES: AF Acer rubrum x [reemanii'Autumn Blaze' Autumn Blew Maple 14 2-21/." Cal. B&B, Single Stem, 6' Branching Height. GT Gleditsia triacenthos 'Shademastel' Shademester HonsIlocust 21 2-2h" Cal. B&B, Single Stem, 6' Branching Height. UA Ulmus americana'Princeton' Princeton Elm 6 2-2%" Cal. B&B, Single Stem, 6' Branching Height. PGa Pima glauce White Spruce 16 8-10' B&B, Full PGb Pima glauca White Spruce 12 6-8' B&B, Full SHRUBS: JP Juniper- x'POtzerlana' See Green Juniper 89 24-30' C.G., Plant 46" o.c. NOTES 1. CONTRACTOR IS RESPONSIBLE TO SEED ALL DISTURBED AREAS ACCORDING TO THE SPECIFICATIONS. 2. REFER TO DRAWING 93 FOR PLANT MATERIAL INSTALLATION DETAILS. Dote reWsed 0421.06 Description: Vpdote lighting plan w/new building /,}rout. Checked Dote Design MKW Drawn P/an tin g Plan - Checked SE Iscale — , -=40, Shearer Ch e vrole t planning &design Dote 11.22.02 teecml¢ges Phoveo(902)2620098 ¢„ tBi Project 02208 Sh lbume Rood South Surlin ton ✓erm iYRh.BS' d° L�NS'INC Consulting �'ngineers, lnc. 16'1 .Vain Street, Colchester, Vermont 05-111 d?(o`� lboo S►� GFY4 pA 020 `7 ptw re-el,k- yk I2S- I 1 `f 41-e as gv y a x/Doo 9 ��-, 6zo si aa3dl 666 t�-3 3-bd State of Vermont Department of Fish and Wildlife Department of Forests, Parks, and Recreation Department of Environmental Conservation State Geologist RELAY SERVICES FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD April 21, 2006 William Shearer Shearer Chevrolet, Inc. 1675 Shelburne Road South Burlington VT 05403 J AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 RE: WW-4-2058-2, Shearer Chevrolet leaving the drive thru and adding a 5400 square foot and a 4650 square foot addition to existing building, no increase in flows located at 1676 Shelburne Road, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on April 13, 2006, including a fee of $50.00 paid by check #60848. Under the performance standards for this program, we have a maximum of 30 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management Ernestine Chevrier Regional Office Coordinator cc: City of South Burlington Ian A. Jewkes 1RACKS South Burtin ton Water 1 -- _ ra.asoaony :, sta,rr.orr rwrdr rN b - - m to ..r mom .w+- I Department Notes - r ro of or rwr.ar r .err o've prmrt _ _ __ wu hid \ r U\ /�AaNN•1' m. sa.rn a +harm r.rr Lsre,r.rr =nor b. rG -. RA&ROA4 •TRACKS °. oy .Pod a,W w weft abher asrw nyrboaor d a I r `v ._ _.. - _ _ ".Ti aaNh _ -- .. - _ b =4.Nrad :1=-fL/f • do or tb wtr .--�. C"` After Lorot� Iba nraw . •�-,�..�^�11rr air /etc - � - _'`- .ter .. -��rr ,rye .- '- r .-- W Wa, cm{deffm a/ Me� prsn h Me j H.. art Armor _ .,,,• � '- - -. _ _'- �-_'. _ . J -�,.1' - , \ _sewrpreva_ro-r or�o.. L- -_ y me sarn • nrd any ---._._. •� i .-.__ ,-_.._- .`— -_ � �� •II bk�vtw wrrr bAoa.rmwrr ahwb 'I or y v_ to end a A t .nh sower _ __- - �/ - - °fin _ _ Ae. 6w,erAw6rrNr / _' W =- -�z \ ' ' -.r - f�.ar.a o.° r_ -486 � � . / •d ' Ar .err wore ere rr oa�o-cmc. � r\ -1 — w - pad z7z'- __-__ ��r'r-Ater-ry,,,rh �/ id'�!,. \'�P\h�� � � � ni� x�n �r ins ! < \ .- _ - -�'- ��ijpfr \��\ \\\\\� .11 aea by .xs• oae ere way. o/.�a, /l \ a, he - ..-_'-_'-===r__�-'�..-L. != „w• ----, .���,-_ ---- -- m-Mwru.xo. endrrrno` ✓`� a err ♦' '\ ;r�. ( a w,ro oa r gk,t o•vo-rao twt+ba - -- ----- ,..+roe . \ !. 1 a'poh �`'- -- --\r�l`. 11 oast+ e m b o.ssaar e.wv wsrdbro, or .orrrh. ra -. --- 1 �� Lmnoern that oamgs o ism'+=M.crio, �l \ ) ' AbnW ray o w — „ der y ,orK,Q,kr+... ------ - ewL-a�eos armor ,\ 1 1 ; v' .;rn a+arw w - odhmt sa.m bwn veer I rS - _`•-.^ _,.�„__�...4 ..•' JIYW rwenre ndf yfrCa - 1 ' - $� rbrr O1po-b.,r a.e rh. Enghae-. - E ,� ,�.-._ _ _, f rs• Herr a�.+ � i�-�_---_. ,�, �l � h --twat•' .'��, \ -�_- ..- _ .. tri wim .r.. - n..o. _ 1 � resat / - Sr ��I TJ raw .- / - 1 1eea2 ParkJna am„ -_-_- H/--yyp r _ 2 i p y r 1 ''. 4,pas the ® LLstaner/lmpro�ee Porkrrg $Dotes Location Mao -� ,.... rfl i , �\ \4 V t s•Ac aura-.noh Alt other pa,rma,r strpmg Nor to rcda -rw. shown is rrryanfory and ` Pro am \ \ \1 �• dsptoy o�rooAcWd stripir l II ears / ( a„%ire \11 11 1 y 1 _-_1 ^ ri J Y Ab. nb-rgo II _ �---�� \\141.- I �t enese areas is tAond aid sndt op too yaw rood 'r -tf owtwwd +qo!.. 'I� , PHASE 1 •.e`+e- \Ill AI ' bde .Hinged of f/ta owners I r 1 I I �W i \ n ill swim' Planning and Zoning Information W.mw _.- Na. doh rhk g am sHm \. II111\ �1 Nate. 1 a N \ 1 1' rt- r.:- _ - AW,ra m• e I t / Ens hie: aw nee rord area of 0— J weflond Owner/Apo/leant �i �.1• -- _ --� 3` =- -- -- -- --- awe-- ---j%. ,f--_J \ 1 I \\\\� N''o! dsrurbed by Nis proyecf rs o95 Shearer North. LL.C. (41,494 s.ff. % W1r/iom Shearer reW \\� 1675 She✓bume Rood South Bur/tngton, VT 0540J ..._ '\91 I/ _ -'-1 !.. :. I i9>•m \ _ _ ^\ \ \ \ ' �:'•c .srK9 �,w =W.a» Area., ZO/!e.' x t97 �� ,9lrb--1 \\ 1210 acres C2 - Cammercio/ Lot Cowfooe.' _ � r 1 '1 l 1 _ - 11 hvi owb err Lot bee arrmras anti IUAGE •Q4T - \ --------------- AJ \ I / 1 Propovemenf Area 71,096 f _ \ zap =ft. - \ ,- - y ;2Yeor-- - LEIR - •,� 1 er new - -_ 11 Ex swv . ( � arstm I ~.� �� _�-`��_a�c=,.._c-^} I 1 q ba h r8337' 237, 754 sf. LUSANO 527,076 sl. 44,5JO a �� =r 28Z284 s.f. &4z 45. IX PROPOSED 12500 sf. 70,099 sf 8Z599 sf. NEWFVarr AIB:A AaiJPl1CIV5 527,076 sf. 24X 1JJx 157T PROPOSED FwAsrr ei 52,,076 sf. r —..t == -21,110 s f. -4,64J sr. 16,287.1 ATW er ERkdt/5• 44FA .1 -4.as -a9X PROP05LD 73,297 sf. 266,74J sr. 360,040 sf. m" 527076 :f. 1.29X 544X 6B.JX 1 ad w h I 1' Front Yard Lot Cowrooe. 1 11 a F]aAN90N d \ Toed Ha r e°o.a,a rbarW jVeow:rr soy trine iLE01_..4 R �-A' ~; /� \�•'r" s. 1•., �95ANC �\ l f/i y .Ter•-oN 1 v roBE O D LEMND ' ctaedn r,r n EX/SANG BUILDING Ulm, \ r 41, 996 sq. ft. PHASE] II Tl t 1 e " t j'' 10.629 aq ft. I 114 t Na: in.er✓. (s« av,my Pa,) ,K 1� it +el e �rhg (� � tad r�vrrosa r Hato 1 aprrw.art .�- _ rxar++v Lshr 0.0 , O Neer +won yrox -tw ,, { I .I �T�•.� 1 Mp•°rin°ra PrW y /he � �\` ( 1 . ' ) � ra�•r � V �' - `I. 1 / \ - _ n ••k \ w' .Wand armW ._ _. _ • i41l i`+ $ _ _r I I V J ,,` _ \ _� (vo' satin drdharm ro+iro) i!, �, i 'r t _ Neer srma Wee ter= ...iyr armW I -�i- II RWW W,brha \ \ Nee amrry mWe- /ire wire awW j i' f '_-� 4.\,- e9osTeeru -li, -o _,-= � � T11-I �T11 ,f 11-I�T11 I I C I I 1 � �1�1 �I-._I..Lld I ` 111J� ��• (InN °/ rreW rnha (rwn VAOT dsWyr -•��. _ � _ _. .___ - - 1J5 b W 9wWrrl RoedJ �� _,^• srfELeDRnIE a• As .are SHELBURNE ROAD (U. S. Route 7� r5 � M BMW - - - • A.t Wefr Irgh a[ i ia-1 76Er zz7l mower nr, it iraJ L 24OZT 7i,M T9.el �C/ VFD c �a Q<UU5 Project Phasing SchedtSieofso �Emstmct new e wtrat;m 'sting curb mt ` { h I Me Jj ores existing 1 p0 � aaW Ter' 4n' [xl' inn' ?40• 1 cut pinr ---. 1 `• Bar Sco% ,- = 40• 1 1 f Ady Z ems re.;Qe brei,ar/Ma=nv bf 7177a5 •. August 2a 200.1 ado fain )' stoctpre Dear bl .tort d 2 clty/Warr drat canmarrs h/ 81220A 41vlw _ I Fewrrry 7, 2O5J eet_tr p d V 2171W f- nacwnW Z 2 02 end t. Ma.ah9 R _m g b/ 2Z 2a5T Hasher 4ae'ei Caarfrueenn b/ 12/b2A ,1/T2/r �-^ 1 t-trersrfin Arl 2J, 20Oi aaandt avb, d.fenrbn bww Ily 2J. �'-�•� Doter reabed ppvVfraa oh4drod Oar. t -_- D8sign /Au Site P/on •-.,� rr ".1..".` -- Draw. FMP Checked Sane Sh earer Ch e vrole t 1=40' Date May 14, TO01 Pro' cl Oseze/86,37 Shelbtrme Rood South Bu,frt rm Ven XRABS & Z"SING Consulting Engineers, Inc.-- -' _.._L._.'_.. 104r Afain Street, Colchester, Fe7mont 05•f46 PHASE / AugusC 2°f75 PHASE" // Summer, 2006 PHASE /// Summw; 20f0 �RA RAILROAD TRACKS cmo..YmFq :, rrom»are-Pam .R b� earamunee to meet rearierarr o/ (ne snob or bmaraar aramrorr �o.qe pemdr _ abw'man pod - - - - �- - - - - - - RAILROAD (RACKS New ourbt slrvctua_ Hiwre /ace nMn Ma - prgoerry Rra Loaare mote Pt� fo _ hwv .mrm.vh- a &p — InwasrNnee '------------evsmratw. R.aeote Heea.�y ro....s�rer.- - - - dewt Part of H wa L -- 1 AN. rzvrsbucfian dnR horn r% =..ws ` .� �\-----=J-=�.�c'--- - -- / _--------------- /-_:-♦e,— --_'r O�iaCrb Dalrtr / _w - .w -��-- -.. - ----.�...-,. .-.. m..s... .-...-.�.-..,.,...,,. - --_ 182 ��yyy�xv�.Y _ _ ..�L avfKlLtaF"""-�+,..`..--...,...,►.,.....+..-."' Net sM \\���. y..�\ _ aIM4 _ Alen cavebarcefn Rldr ! 'a w o/ enb Es'a1 B' A0.S utl s? M. 1B@4 ` \ -----_--.----� Fain 17'AOS adwrf -�W _ tfZ/]9-1 �RM1vIBB.eS Ne 1 `•^... !(1J02'.� -' .. REMOIPD 35' Ma slam _ ........._. .art /'I ears . - - - -epre. - - - _ 11 /// I �.__-- \__/ slab \\-- //) tkvre --- •i•1. , _ �1. .Net ai[ Imce I..i Cl I //// / �oFrsf S'a- ��• 9mw sad Al- corps easF "°. s F q —._�• w 1 hK 1924J' • New MoF /Fk \ faT _ e n Iry 1 � rrew -�..-..- End mw wh,de s(nvge 3 r � I .ate p4 1 New If AaI W12 . Co ate eamYr New'Caran bosF q ''�'m � aQr 2} .. JS b •a iyl ¢ - - 35 slam Rp 1974' s= a • QOJ hv. 1914h' Rin >9760' Q g Nv. 19Q BO' Rin 19;7' he ara73t65' New Lb(M bash E. 44Fv our-193 U" Rbo 1971" r rt BDh.- M� 1 1 I 1 1 11 1 ti E.nrnq else .Fee re Ln ra„a.ad NewConch bait I99.15' AW at ' New LbtN eaN,7 Rl'n 20.15 (mad // Al / d/ 1 / 1 1 F 1� l �a� \1 1 \i'i1 1 \ \ 1 4r 1 11i1 a a� 1 1 1 1 1 1 BeaMsad EMSTRIG DISPLULMING 1 1 Ab 197..0' Ns. Co(dl baaF — My rR9R' Rbn 1996" ,,.5 s•Q(A25 — Aw 10's 20' fa rrp dLPe'wi» pad Ec Sw Rhr 192 J5' h . 1669' S(am the ro oma esiethp .ersr moF. See Notes Faret. JS' AfJS aWra-r hu= 1D30J' � 1 Rin 199 1 hvnl Fw our 1 rr 1 B Itling MdiGai I N I t � - PHASE III I ii sE - cwmrA>ao n7nlNE I � Y 11,561 eq. R_- 277 sp. 2 0/ soefhq / �� `2 acraened buldro off bwh - = rwnorad h RYap 0 tovros. See tleforrs - New tool troh Raaute too/ dohs ' cruder fr P'oPopd h erbug bu9Gng - �. adsnm m cMaacr ro r.aw - hv. =2010' tam avOsL aaa rr mew wsaa e..� EAM NG BUILDING y, "", y, 41,996 sq. ft. I Prd a M addh'aas .I II 1RT aq H or - � _ III Limo bupdh9 ra be .ed h »sap a O 70 SKIEZBURNE B•A.c wafer h rml abate trot Ma _2=0- — -T-- b I / -pl-t- sabfhp / Mnr # # F171Rr # # II f `Unff of now pate, (Ran VAOT d-ip 3 1r r*i-hg W 9rsf6ums RM ) SHELBURNE ROAD (U. S. Route 7) TO ..-...)_..T.._.._.._r-.._. 1BH92" pas /ha - 9' AC xvfe- moor xea faph9 ww we a/a.i■ a'AB' ApjM MoNW tenor!t beast rtr Fl pleat dprh of .are- ure ro area- w abarmc. or ppe oos+hp 13ofecf Md sea tedhe m rryaMd f7m0 drea4 Abe mode bohrr adreiq re Mq p.r swrice frm, hv. = 191.2J" Nw i/ag haep' flM SW/ Rln 19&B' mefM s 4Mr9 yraWJ hv. hu191. J' by f 792tL1' th9 onvb art SouM fh .gt- Rbtr Daprfrrw t ~ ee -1Mpmt/dq hwo%,RR a arhfMg p -f. 1 t }Wet pmwb wteerhq 1 and a pro R ro tect w rRRws cm handdpowvnmf s a,q.,a aaeovrra,.op � SVN Rio Sot fL9' Inv. h 193JJ' hs M( 19314' RECEIVE® JUL 18 2005 City of So. Burlington South Burlington Water Department Notes Rw SwM fiwhglm Rb Ogoabnenf shd/ be nofhhrd at bps! IB hours h odaritt ro shut off wnfr arnk'e fo my bu/dhq hw.ae h Mb prop.(. the Satfh bWhgtM eb[r fhpalmenr shM be f»!d/M it admce ro /Mv(e and mad ad .ore mans Mot may bs hw..e n Mb pmA.cL lee C-M — Abfr obbict M(ab Dep--t pm/ be spp/ied Hot A-Afft' 6, .hqs o1 the .ore spfMr rpm comp/erAm o/ Ne waft nfrn h Me am a/ m. nod agax Rro S m Budhprm nbrr oaprbnrr( — se ,.ti&d o/ my Wm fo MLs propicr rrM rnbed had agoy Mans tort monad .ore to ba psr—n F aam do+ae M Me `, -af-t— and Deta/s a Me kw'wt- of Rbrr loss and ggrminarcas - W ft Systems O.nM by Me a--W- ebfe- DhMct Me Orty of Zffi &R/agtM. cmwsarr Fie OLrbrcf 0,, d Me Wbge a/ JrioSa " ne sMM e/dhgrM xnrr oencr ore the En9iier .nav ore aarMrd w odwrp ro hweat mr RreFgc tgas arwcrirgq aW Mms( Nods pia- fo baatR/irg 1M SavM aarhgrm frbrr n�aa-M..,r .,edr ram LEGEND bR Ms waft snip b Ms ssbrhq buldhq Mef M ee mmorse Md anon snow Me mere and rwrmM a( Ma /ins of d+mmacfim. lee as /its lmtrd Pater anm dia be wt Md cappad hmwwrmy eeyae Me �1 1 riefrfiy ape abp ey Ms carhecfa UrNry Pab v, .1 \\ r- Hl — \ son 1 � E.crFq Lynn pde (ra be .ama.wd/ a 11 Faurhq L'5t pde (ro runohJ �7 1 II 1. � \ Ercrh9 trees fo be mrorad I 1 � p � Now bmhoe o� 'I'' (see LryhrFq q J 1 1 Now ,s,wr vad. _-,.e--- 1 \ "AC water mph .(nwarinsfe aM>"SY /iie 1�1'.1 \ Nen tram /ha �t—sr li � Net amuay pwr uw — 1 1 lExistmg curb at 1 1 4'gpa ha 20 40 BO' 15o' l4lr' 1 \ 1 Bar SCOle 1' = 41' �u,oy I 1 "y 7.2 Apr! B, 2MY Februay 7, 200J D _ 2 2002 l 1 Nownea 12 2IX12 \ rovbM bul wlphashq bJ 7/7/0 atylw r abet --ft b% 4/B/OJ M-t- pond M aW rat./he - Bartlett BaY Road bJ 17/02102 pakM9 pace.; aer rernrM —M 'tbn Mj 11,11112 DeaalaHon a-ked Agra Dora .awed Utility Plan lA✓ Drown FMP BE Checked ScalDQ., Shearer Ch e vrole t � 1�6•ac aorta 14, 2 Date Mor 14. 2001 'LING a Pro' ct 001241WIJJ Shc/b— Rood South Burin ton Vermont "PBS & LfDVSING Consulting Engineers, Inc. r7 1 —..—.._..__ _.._.._r_. _. _L._.._.._r_.. IN -of Alain Strec4 Colchester, f"wwnt 05446 L - _ _ - _-_ urmmed ro .aeer reaare,.mus r me ^IR9(< _RA1GR0a _ mw,e K _ _ - _ _ _r - _ ---_-nwwqun.•,o ttir-or lv.- L _ "l _. - _. r �" \ - _-rss�`��� a��\, - �.- �-ter-��;� '_'�-�-�-•r-,c� r �� '� 1 - - - ` - - -- --- -ADS d 1m rm / 90 ��•` yM^ 1'� .� i.�.._' II New Moh./hr / U4 MW SHOP II\III d'-19z-_ -- ._._! !ip^-,tr-eire•.da> / s nro 2 �^ J _ _ MY 41 \\ ( 9 _ y � II 8 1es 197 0 19)r5 Proposed Pavement Ion 1 \\r Area '= 71,096 sq ft msbucr new `-� _ bl I \ � / �-" - - -_. .._.--_._-_.-__� --_ _ .eEvr -"°--_-_--•..1._ T--\_s._-�.._..�_-ate - _ `` `�_ n�We .r I 11 ,/ _ \ ` • / y i alvlr 0 0 1 l" �; M. ► ,t Ww - ---4 pa - p081N0 PARNM 1 270 Af- a�.nu ma ro W&BUME � m� sy. R a aaYfhe hrbhyy b ee rwwwdh Mar Y I/ -- mm 11 s nww,.n foinsc See LWS7ING BUILDING 41, 996 sq. ft. 3/67 N. R of saY6ig hWhy fe b "'r /wwwd h Maw / -En"efh2 ewPew rx,,: a'wM along Acvdr� R— .ob1hp Oeaa 4 2/s `tirdr or n..1 +9 (eon vAor d-p, ra a V ik-. Rood) SHELBURNE ROAD (U.S. Route 7) 2r6 BE po.w.rent aw - .�Ms sa w, � •i ro V. J Construct new i�anlrance Exist 9 curb cuf .4� 1 00 • t• sow 1 �U I V �� Cifil C 18 ?555 Of /'9ton Landscaping Schedule Descrbtim Sire (Ca/ber) O"mtIfy 51mbd Estimated Cost Honey Locust 2-1/2' 2e . J 14360 American Elm H)brid 2-1/2- 10 ® 16,4110 ehrfe Pme B' tall 19 i $605 ,.toper :Sea Green' 12' - 16' 10// 55 i J,9B0 Topsoil seed, and —lab disturbed 22,006bf e:f i 7,700 areas. Remoae PaHvnlent and O jO.J5/s f. re -grade along road Honfages Total $32045 I14_ej.7M va vahr A uasy vae •o. rr. Hpmr 7Y sva - r.�rhy Ly+t vas (m be .wnarod/ a esrry nae: ro ee ,e•no.ed cw ✓d,a o rvew M:m ywo--+ee-_- ,\os.oh,ore ororty the 20' % e0• 160' 240' BGr SCGle 1' = 40' ddy 7. 2005 reWed bah=' Ip,ashg lai 7/7/W " Alt d 2005 dry/fr dWl cmansns b/ 41VAV ^i Oeaa)rbr 2 2002 add bey - B�.ft eay Road ie/ 12/02/02 Mole 22 20a2 p/rhe mnf&-a- L% 11/2zw ••�'; mro rcabM Dw tiaa o/sakM Date °°°'g^ /A✓ Landscaping Plan I _ Drawn FMP �--- Checked -, Scale 1-40• She arer Ch e vrole t Date Mor 14. 2(101 Project 00124/!M'13r I She/bume Rood South 8uAd1 ton ✓erm A"SS & LdYVSINC Consulting Leszganeers, Inc Z ("1 • l/J 16'4.Vain Street, CoteAester, Vermont 0"4B Road Construction Notes (AY .�.wPest wad snot ones to paYYnr a.ar err ... ) 1. New road shall be constructed to the line and grade shown x, the drawings. The rood and utiliy locations shall be typically detailed unless other -wise shown. 2 Methods tar construction of sub -base shall conform to 0. Highway Specs. (1990), 20312 'wbgrade" in a// repects or as determined by the Engineer. J Gnaw/ sub -base for powment shall conform to Vf. Highway Specs. (1990), 704.05 table 704.05A coarse. 4. Leveling course shall conform to Vt. Hghway Specs. (1990), 704.05 table 704.05A, tie. Shoulders shall crones to sect" 704.12, Aggregate far Shoulders. 5. Bituminous concrete powment shall conform to Vt. Highway Specs (1990) Section 406. Binder coarse shall be !)pe l/ and finish wearing coorse shut/ be type3e. Any stib-base or subgrade disturbed by ContraclOr or rendered table by construction machinery be rennowd and 6 replaced with opprowd granular bockfiRt Sab-/shall base shall how 95K ofma eh un, cornpact" density before road cons ruction. 7 fie Contractor shot be responsible f o11 compaction tests " the road, foundot"s and utility trenches. d Fd/ material for road embankment shall be pprowd by the Engineer.FAY shall be placed in 6" lifts and wetted and compacted with satiefoctwy compact" equpmert. Ane Contractor sho/l pertain 2 canpact" tests awry 100" of the Emits Of Me sling peat" and shot/ reccmpact wear with less than 95K of maxknum density (Standard Proctor). 9 when applicable, the Contractor shall fallow Vt. Highway Spses (1990) Sect" 20J. 1/ for placing and preadng embankments. 10 Road in Mt sections shall be placed and compacted o inknkmrrn of J rest allow top of any utility to be installed, before trench is __two for pp. placement. /n trenches, and cut sections the Contractor shall prowde all necessary sheeting, shoring and broeng to roetain camp/lance with ail 05HA AV_WA regulations 11. Sand fill shalt conform to Vermant Highway Specifications (1990) 703.03, table 70J03A. NOTE : 1. Serf rdefess to wet. mans Moe be kr aaoe dwrce Wrh Me iecaonwnded stanewm by -wega Woks' ea-cdied ren .fare slerdods z SeWws stew Ds ION err Nast 10 feet hafsor rawY ken my effiNn9 a Proposed we/wmoh. The dbraro eem be meowed edge fo saga /I inn; dermas cammt be mrahw4 wen bins pews soar be h o0w ec s ro Mar Iron. oeta . wore. 6' dretYe ken wer.- SeAect Hackle capoered 16' min. (aloe SaJ ewNcr in 6" /-95>t stmdrxd pocta dwnsity r O Serer se- owsshg wets, main, shin be see fa prowde o mhknum wtkbl d,Stmce of Ili' beteem Pies Serer ,bhia we be ere lont and os N, ® pone i, non Me watennor lbha ~ /t i, enpos to mran ape' ,,wa tier, be sews, rim be demndl h. bucrH .war/ fa .are. pope b bm b preswne testae ra assure 0-ess prkr rb bar M., Sewer /Water Separation Detoi/ N. T.S Anchorage of ✓o/ors 6' W/ed 2I/IS J/6'sr✓ 13/ rap roped lb ra» how �f Ones smp eve»on asared h plots J/4' be: ton J 3/!' LYVMW Ste+ rhAran o/ bea-er9 apd.d arm, r against 13/laleNbrbe wer bgbtened wmsr ame eo- Section Elevation Note -A-Newt e•M i ah ,, be hm sr.d .t art werermoh berndr. rrJ ncwe cgos and rra J/4' crvsAx+ srm Ondbhwed aaY _ wrn me nrY NsgM or Pie 6'mh. intomn. lhr9 ' frM�l� q ndr .e .wIi» ValyelDead End gate :w } Reducer sad twit. a P/ J -t � f (Neiefurbse paeyMllmra sheer between arW poe% OHngsb/orXs _ to wennt bind bat..1 etas rim! ruts r: -. bats, era / innings bkrd hnbed m.Y Tee 90', 45 °,22 1/2,° or 11 1/4'Bend Thrust Block Details '.ears feet) .._r_ _r .......s a Th,.,at A/nrk /m patahle otter StpWy and wbstewte- DGposd 00*9 flats• Existing flows: (15 GPD / employee a 95 existing anwioyass) + (80 visitors maximum ' J I.PD/ 'spar) + (400 GOD far a,/ wets separator)= 1715 GPD Proposed additional flows: (15 GPD / employee a 20 new ernpfoyeer) - JDD GPD Total Damon F7er - 2015 SFV J" 4' 6' e' 12' Say aavv,_ ADAiBwO �_ w• .r err �_ r i v R r ere s s se u 4u nY wei u QS 45 a5 a3 4511.0 43 a5 1.0 1.3 1.0 as 20 2511.511.0114.0 55 SO L5 Sane one 74aaa y0 1.0 I.0��aft!5 SO 60 20 1.0 [J fly SJ 20 /a 14 - 40 o- sore A" l.0 1.0 y0OSS SO SO LS fl0 5 SO 5 l30 ifl31a SO inn Saba LS23 1.J S3 T.3 40 2040!5 fl0rS0 45 250 Ia3150 ell 1l0 1fl0 5 JAO 7,0 IS sort day 1,Oaa u�ww eerrsr�.w � raw n9 am ere in a 1/4'11 add ea^wY• pp�- 2- Ngw sfY^- hubne° nobruin sewn � alree f fs ppe) Fe emkey pine - 1/4' . 1/4' urnned arm aefar cvnrwlhw a/ POw _ uned ewi m Mko6 042' Pmha ro meter .,Naha pared _ wfpO�.. Twical Pavement Cross Section N. TS: Sanitary Trench Detail Mrs -rued n, a 1/., ro J/ FrNhe'w dw» fits owfwrm f ppe ( x� h nets arm aMae�w nW,�eae Pwl mer� 2' R.q.4l Sry'eban hrNaer Ind, kwm eider undo po,ad Fe atom p ue 1/4ro 1/4' aund arm edsw aWr erpie _ �D+2' re mace+ .eanm Storm Trench Detail Al T.S Construction Notes 1. The Contractor will be repansible " a// construct" of woter main, storm and sanitary sewer systems as shown an the plans. He will be reponsWe far aY necessary adopters, fittings, etc to make connect"' connect"' the existing and proposed at The Canlroclh shall be responsible for a// work shown or, x Pored an the plans and/or re/ermced /n the speciT ations and permits. fie Confroctor '"loll submit for approval by the Engineer ai/ types of materials and Products used Water Main 1. The pipe for water mom shoe be hictke kan dos' 52 manufactured in accordance with ANM'A C751-76, or PVC pressure Pow DR 18 (Schedule 80) AWWA C900, as noted an the drawings. All Pon shall hove Push an type pints. A// fltfings, wines, etc. shall how mechanical pints. pipe fittings steal/ be manufactured by Clow. US Pane, Johns-ManrA/e a approved equal. 2. A// Poe shall be Installed in accordance w/A*WA C-600 The Poe sho/l be kept free of foreign matter and debris Crag fnstallalion. when the process of pone / Nrng has stopped y pen ends of ppe s'hoY be plugged. There shall be a minknum of 6'-0' tors over a// pipe and service fines. Any Poe deflection shal not exceed fifty (50) Percent of recommended monufocta_r , maximum deflect". BackM/ mates lals and procedures shall be as detaked on the drawings Tile Cottroctor shall be responsible for any and a// sheeting ond/ sharing necessary to camyy w/OSHA - V05HA regulations. 3. The testing of the water main shall consist of the testing of all rust./led Poe, s Wces hydrants etc The testing shall consist of o Pressure test !allowed by 0 leakage test. Al/ testing shall be done with Potable water and in the Presence of the Engineer. The pressure lest consists of maintaining a minknum fntemo/ pipe pressure of two hundred (200) pounds Per square inch for two (2) Ana leakagetest oehold lath pressure far one (1))hfar the ,_f,%,d time constituter {.Aura of the test far the particular section of ppe. onducted The time for the leakage test may be included with the time of the pressure test. During the leakage test the quantify of water necessary to maintain the testing pressure Of the ntsn shd. Ana leakage shall not exceed the eoffe /e wius as shown in fob/e 6 AWWA C'- ut/ be measure 600 Failure of any test section wnl necessitate repair ondla replacement of the failed sect". Waking Pressure and fast pressure shall be determined jointly by Engineer and loco/ pprow/ agency. 4. ChiPnot" of the lysten .rho// be accanplished offer the wafer main has been successfully pressure tested and thoroughly flushed Dismfectior sho// be h accordance ww/AWWA C-601. The method of alskrlxt" shall be opprowd by the Engines and only after sanples of water from the flushed disinfected mom shows no addesce of bacteriological contamination. it a 50 mg// " 24 hours Ale concentrotian must remain above 25 mg/l. Tablet disinfection is not arc-ptab/e. Sanitary & Storm Mains 1. fie pp. tar sanitary, sewer and storm shall be PVC 9-ily sewer Pipe SOR J5 (ASTUD J034) with rubber sealing rings. Al/ pipe shall bs laid to the line and grade shown an the plans. 2. the installed sohity sewer ppe shall be low pressure air tested in the presence of the Engineer, After ppe cleaning, the Pow section (manhole to manhole) shot/ be tested according to the following procedures: An aafemo/ pipe pressure of 4 pounds per square inch greats- than any back pressure due to a water table shall be created A minknum of two (2) minutes shall be allowed for terrnPe"alhan sfobdbocpres �e pine racbbn doese section shah not/o �olcOgOf greater than DIX730 hn/s.f e when tested at a pressare Of mtenlal f J pounds square inch greater any 0 ra o area Se crction of Water and /or Scnitory & Storm Mains 1. No wale main shall be Closer than ten (10) feet to any sanitary sews, storm sewer or sanitay, manhole, and fiw (5) feel to any catch basin. ProNde minimum of 18' wrtical separation between wars main and slam/sonitsy saws. Teatina ond Notes In addition to the .bow requirements, all is /knee and sews lines and manh l., snail be thoroughly tested by the Canfroctar in accordance with the Environmental Protection Riles 9/10/21Z MPend%r A, Section A-02(✓RK) and A-04(GdH). Note: A// construct" no// be aacanPhshed kin accadwc, with the standards set farth in the latest edit" of the public works pecihcot" of the Town of South BuNMgton and referenced epecifkat"s, M the case of cabftict the more stringent son afffcat%p shall apply deflection or sCo,trOctor shall keep 0 tog bock hall be turned over to the O Of at uponleast Of acceptancesworkties E/ewt"ss t�f W and of sw WcesPOWs shallf also be rercomedts main fittings. Books REcEj VED JUL 18 2005 -4ref so pa= suit. c�aacee- rasmmrosr elan I 1x' r �.» n.- xs' �D+2 powY ro roman ..*mP "'PvM° c r0,11e an bdM r Pods me ca,ti,Kmr rid; ee Au ae»d mane +WnYr woad With t 1 \ L dr W/(h sorts g sMe igs 7aY .Tin' I srA iiA 'M OSHA - wS/A repWefr ore r the -bec'ta lugs far kr had by Me Cjme,+ r 12' to 24' wy 6 ! more-av non A w A nm� fro 'fins Ywa/er J" h dgnela. Awes+ Nmwx e- 95E .gOl stmdord slando, 8 ,.yeti roost".' Proctor Pracla p/�� PYa17 Alternate Connecti-5 aWrkeeA i2 l reed keh/a,ed E lNc_ are fo be P_n w b matm hales n F 'kilt /¢. J/6' ga/vmired bolls to be nunisned tow N W ♦ 10' for 12' to JO' crunwb'sfm a wired eY tw Length or plate di .te, Pie Nd d_ and w 4 22' for 36' h, Fasdea me» Ne h w pipe ! arm 48' d ste, Pie hdusi». .ins. aeww sail»/ mwraM ewe wnoae rope" 'D N T. Skkf wetkn for 12" to 24' dlomwre Pie + hdusi» b ae mode h ane p/rsx %or rots ppw um sad As a T plot 2• B' J skkr west- k- Jo' b 4e' manem, Poe ro J/4' awned efine err adWed ar rag^ea --. 6 - Htles 12 ce max. �raah htlusi» m Y be mode Han fwe shears %n'hee bsbw cwfslire e/ ppe by d»rkrg a ddthg m tearer tins with 3/e' gs-awe d»ts or bdtr 4. Canneeto x-bon a "of and raw plot. see Mina N- n ppe ones W,e .mess to be rams yoga err skirt and each to be t6galrmixd µp6.Npp moaw mkk- aknenskn. Sip. easy lr�-: Water Trench Detail newI12 Mac 1-11 ! NT.S ere plate 24' a054 9 iJ 1 6 1 4/ Joe 2-n 1 p Ch= SBGtiafl End Section Detail nts NOTE.' Top may be made directly to ductile iron pipe. With other pipes use efthe, o coupling contVm"g, a tactory-tppsd brass bushing or use a double strop sari clomp. All taps large, than 1" require the use of bronze saddles. All brass unions and adapters shall be Mueller. I -Access cap cross countr / Y �- f Telescopic curb box, / tiuffalo type Muofl H-10JJ4 or $ Tapping saddle pprowd equal Clow F-11B0 (tor di.J E F-6350 (far PVt:) New aarparotion sip Mudle, H-15008 or Opproved +quo/ b .Curb stop Mueller Frost 1oap B-25209 w equal .•annex --Water main undisturbed smT- S ir4' solid concrete block Water Ser✓/ce Detail N. T.S. 2003 1 design lbws Dare rewsed 0-option jaeak.e I per. Design 1A✓ Details DrawnF Checked scale 1 -40' Shearer Ch e prole t Date Nor» be 22 2002 Pro' ct o01241N6rM Shelburne Road South Buriin ton Vera AWFAF & L4ASIrYC Consulting Engineers, !nor 164 Alain Street, Colchester, Vermont 05446 } Erosion Control and Construction Sequence 1. The purposes of erosion control shall be discussed with and approved by the Engineer and the Town of South Burlington prior to any cleoring, grubbing, str/pptng or construction of any kind 2. All erosion control shall be placed as shown on the drawings or as ordered by the Engineer. All erosion control measures shall be, of a minimum, inspected weekly and maintained to fulist/ the intent discussed above. The Contractor shot/ maintain the erosion control measures until the Engineer is satisfied that permanent ground cover has been established and that further measures are not required J When erosion control measures ore deemed no /anger necessary, a// materials detained including silts and construction debris shall be collected and disposed of in a manner acceptable to the Engineer and the Town of South Bunulgton. 4. /f highly erodible soils are encountered the Contractor may be required to provide ,ilte matting, gobion or twat mattresses, rip 2 //2'sgum rap or other measures as necessary to prevent erosion. The Contractor shall stockpile hay bales to protect, at a minimum, o// J"aa. rasa work In progress. Al/ exposed embankments shall be topsoi/ed, seeded and mulched as soon as possible after construction. 5 The Contractor shall use water and/or calcium chloride for dust control 777e Contractor shall also sweep Bartlett Bay Road as required to maintain dust control 'Wt Lh. part 1.9' as gdwnasd pp. Lh. prop 10' an avnrx man Mrs pofa s4aWd bs +pa.r« -1-Wtied 1.625" aD r p red, etW saes ro o t. ers' as pp.-� 9 Da,ge 9 b 2' wxe wo`ar 2' moth H[h groan meth Mbrk. sorran ad rap srw9e, rescued. 2- mh., 5" max I - min eron� 1 rohtah Avesta 2' ae o-er. Brow uislhd gaa,,,,d . gwme raw (hp) va+md h.w (hp.J a-, a pander. a e ca,orofe ', 1a' dumerw (hp.J 1a- man.rr (typ.J Stan/ stakes ddwerl w dowostream side of fence Lhs pats set too da,M or 2-10' h [fie poets wr m , dpM or a=10' i� o !0" d'om.tw- tJ/nrbicN Maprl Ada to: Namete- rylhadcd MM- hde. Snow fence or Mho6 Envsofence 3=6' twee Hrh cancro(a ' Nmd with cvno.(a M-fi F17vka/e0- b1 Coda panes Map be 1.90. 00 ape ossemN / by Cote homu ,M1W be t90' W pjoe Osranbbd by M 17, too, filter aaric Falter fabric on uP.1— side H~A "d tAe rnxssrory 0[thgsd fie purrss advnnf H• (h�oM the fnxeexry ntryhos.d .11 s purrs add l staple fabdC to fences /o vends gate Md/ be egugoped wTh o braces ,od fo saoM1 gate Map be equpp.d MM o 6raro rW Four 12 french Stake A arM t-- rod I, ppa�r Me g.t— J' dametw and Avu rod to . "ors the gafae J' dmnefer daep gate parts — be used M 91re1 1w (hm 4 wt, parts Mal/ be used hx gat., lvgv Mm n /oy f�rrc in bottam Awc Mt. cover wJth growl Brace Typical Double Ggte Typical Chain Link _ II nce,_.____ _ Ballast Flow i N. Ts. N. T. S N C� I IJ C,0— to be pruneo' / �® (I I To be 1-talad at 50' to 75' - dk-ted by U` 9 Section A —A J Ii mre w/s depending - pitch, aMfteet - do not / D A I� or os shown on plots Tree to be set plumb Lx'� cut leader v k 0f 8 Reinforced rubber y � ,� ying malaria/ T' new grading — �� TDica/ Temporary Silt Fence hose ! U g>+ (QgOg wbe, 3 per J, -hi on grow/ rood= �- 11% Erosion Control Barrier II —III= 192. Df N.TS Tam orar /ands d - - P y cgoe -[' E/ev. 19Q 1Y son/ soccer < r, � "J t � Trunk transftk h /a)- of igid sst'K lo-k 6•` asu/at/on for toofrost! end section r'/ontag mixture .Avadded bark Mulch, Jr mkt. depth New 18' ADS-N72 Foah Made s/ntorm-IB86lore. it LLt and remove any Maintain 16" urrtim/ separotian wire, roll budap bock \ \ \\ \\ \ from top 1/3 of \ \ rooMat before dev. 185.0't 6' compacted \ \ J a' 1iom6tznk untie op. (ossumag planting mixture Dosthog 18' D.l. water me#, 6' tarot) Use high strength Exatmg -bg-de _ -I I a—rr- -Pport -ch- non-shrink grout 1850' (pond ow -sow) 184.8' (m--- water -race Q —7ewFon 3ur'mg storm evmtT— — — rMets shr/ be 6" abode ka, pp. 6' w/rb down t nxd dbow.s. "at A T Md/ be Atted with a typl-1 socthn tin / tar ht.*1 type of ,creay. /Met 8 be rated whh o tot hodwor cloth tjpe soean. ,{I�- Inlet B, h—W a 184. oz 78J5" norind water surface .Ul- S demotion during surd% slam ever-t) _ _ _ /n/et A. invert =1BT5'/1� AA,. hdet A tppos/te outlet ppe Set inlet 8 20'rptt of hlet A. J820:(boftom of �� cast ban bee hive frame oral grate - walded steel 1--b root; d owk gsor shoo submit shop aYowngs / approve/ waterproof sea/ with non -shrink grout. 18- ADS N12 ppe invert _0-7N,,_ t 18.150' ----- Flow outer Mastic, O' drag 1 or butyl rope CO[M ba,h by C p, aawab o• Bursa( • - a� � mweh mP - ,r„d,..a ro ,arras wee 1 4- 1.RFse'r11Dj. MbilMrtod motedd 7�6�'s A/ dith)c •'� it i.. :12" mkt. •. -'J/4- to 11/2':. •';. (endis(u2ed moterbl Detail — Stormwater Outlet Structure N Ts, 2.50 2.05 } 1.60 V 1.15 0.70 a25 Note: Remow all non -biodegradable matentil ham plant pit Tree Planting in Landscape Detoil N. r5: Outlet Structure A, Rat/ng Ourve 1hrw modawn n oa wrba Ax kdets A, 8 and F @ O-aDS cis ao0 ax ato 0.15 O.2a a25 am am a40 R.—t. - of. Storm/Woter Main Crossing Detoil N. Ts 2003 I+vt- a RAILROAD TRApXS Palate force moe, may -W odfpcent to roirWd prgp ty No wd of m 4N %�,aa"6�""i _ _� eoanmfn/ ros reco,med State Of VWMOat (/eased to New Eaytand Central Raffrood) RA AD TRACKS - _ S?_ 1�59 {y 214. 4xr ao'rc mmylnnf u.r a en,.w.arie-��'ee�� 121, Pope 16J UtdJty EosemMt •"'twq'Ph`cr " - -c,l .r Nay 12, 1975 t _ r Sir.-mrot Tienfinent S}stem fomma�r[ _-_"-^---. �'� r � C✓ty of South Bvdingtan 1/d me 542, Poga 25,7 O / 1 / .eft ' .I lA' ldrev 9 70D1 ,� t.� ^ --• - - - - _ / � I {/ 25 Access Rfwd Eflsemmt aty of SOUth BUrl#W&7 Ydume 54Z Pogo 253 October 9, 2001 Shearer North, L.L. C. inz �--- Area = 12.f0 acres 1 t ' 70' Ye9etot/w Sl Ar Eosemmt Natume 659, Pope 725 '� /�• Uorch 2. 2OG4 / aty of South BurYington Vofume 542, Page 253 1 October 9, 2001 1 l / Easement to be —oied 1 1 m MAC tf2 HVIM9; LLC N 1 31 VOOL a 457 Aw 584 tt� ✓r,/y 7, 1999 I � I 1 1 iroin ma.ras,r 1 al Y I Legend -- 9•rr arbor roar • iw Pie �+•,✓ � • ra.vre ..ae.r,.e bare a caia�re P•nr � �_-_ pmeryMaryll-o y � 1 6t Sew maM1r V Nol 1 8 I Route 7 State of varmont — Yarfine 48Z Page 310 I August 18, 2000 4^tdd� rW 3a/n Nr"na ioase Original J9d+00 3�+00 Ste of Pennant 397+00 39e _-.---,- _ +00' 3Be+00 40MU0 401+pp 99" Right of Way a TO SN£LBLRIVE _ -• rsr 3r9paT Moo References i. Rwte 7 RQW. tens -State o/ Y. AgorcY a/ Tivr�d totbn snerbwrne - SwM ar.Nr9ro+ ri-o,:ar r-Lzr-ar9-4(r9,t earw 9h2/.�x sAe.n erg - e. p/ ra 2 O M Wrs Oisbtt - Ryrr-of--May - rlypery or Rated Q 3 .ben r. Awr -, by Pwh- Aewa of ha, Pmjwt f 6916; &vWW 8739, dared 7,17174. J E r F%m /o- srormrvts T bnerr Spam are dNeen C-*i Remy, by Ldad-ewr t ahlhmr rmveMrq Enghwrs, ha, doted 1/2512Wt, rec d n Nqa i4 494Z Page M 11 1 1 1 OI E1TSl9/G IXA(QWC w2+ T y M3+w 40++pp 405+00 Route 7 ro BLwUW7W✓ State of Vermont Natth �etia Mo9 S' LIW& rw,nd Utdlly £osemmt odb—t to BaVett Boy Road t?eso Mountain Porw Corp. \ Yam a BY,, Poge 429 1 N—ber 13, 1969 1 See Eosemmt for description 1 1"' 1 Locotlon Man lbf b ed1N Zoning information c7- e:oenreir 2 Survey Notes ,. M bevir9. - oakvaree ore oe Hare or Ao. r. NdM NoM- NMn a gopa IWy 15- ws! o/ Arhmont Ntr}n, ws xieDs a L--9 Awry a/"R-Y 2 A nbewi (rows em mr{a4fM f7<fobe Id 19e.S 1 asir9 o memrRe me rrbme etrrmro mart ore a se✓ a 1 1, /"eRd w rwf7 r9ss 199,, ,996 ore Nay 2pTf. 1 Boundary Notes 1 ,. 1xe wea;pnw.e w M«e wra are m. ew..w —u- ore e .g w bye yoe d ... m+no*e ore eia'y+ee ro poew 1 fnr bow y wpef lydbe,ire e/ Me ot'9ilo• h[wr a/ me a..e. ore N nenorY eMY eierr9 Mfebr nwxwrrrrmia,. �amRRh b/Ietrl Mlp� eMolvrce aae rrirler srlerce b.,arrrb; aYiIM oredaownerrs MaAJ w e.ewfed ro rmxpre r a or aw ca�a- o- mrrer. 1 2 Nown.rrw na.. e..r wr b ore en me yow.e .be. rorr 1 w me Pray a/ ow,.r .Aea :, me gain., e/ mr «ww,o-, x .aa a«d.e ra roe o Pa:,r .rot om..b. rnosarerree S MY ba,nabry abfemenfbn bmae w drat > abawrrenrt �co'd e h fhe puD/k rr.Wr by rnikA Rar - rVw' w. car pd to Me S1sys NofA LLC m L/w riot. it Me /mev of 95eor 4ta-M, LLC we oMer.ne aWi w .e subfct e. Me r o+e N9•�+r •/ ew.. e..ee > obnene,m 1 MMrr Maw eeas a- eowmwm e.e iq[rgosYy e,eoree o. a- 1 aorair cr o. eare .no, erdaws amdmrs o/ ro., Me, Me irdmr.e eoew:. r aer w .ds 5" .19.Tw rw..,dsy wrermirpdp, ore ba..neo� roan o. two a"d,4cl ,o lAr y ate N9rxy v loot of --y of oy ymfa- o- ymr« rw a+e/.r.e Me .qrr o/ mrxy fo 1 a+�rysrw n aoreo,., pTpe-fy a- .ynrw w awarwe S My dgocfm an Mr P'^LT a/ y o/ bawaY y /irc oMr wbncnrw .,w:". e/ naereor /mow a- w � Steeps MmM. LLC we bcorad by rxAeone(ry. 6 w erfmf o/ Me eMcr o/ aMrae p�«vasm ar aMc wrf(en lain; // Mre N a em K Apr been /WrlxNd m e6e'e Morin To mof ewMf. More pars o/ mmy w .e e:�r ro wr rwweo.NRn mi,.. n .,yrs A.mnryrea s /y A Z carrfnus ore o y o. Ardcofee m Mc pot or y d�_ 1 7 - pa( o/ y b b Me xYe use o/ 9lsorer No-fn, LLG 1 Mr uw by oMs p-,yrty ewrry p/rob w munirpe' b JOK'/rmYy unwMavwd 6 R— o/ o ur®fy --I nr Me —N of Net fnyore TAnET Tr4.+o a ore rrey,pn Ca em reca,srf in YW"ms 151 Po, SI2. Lawria, or Mi. , a ardao. rar.a � raawmdu //�soo�nnpp SSAAyy.raarrvv - - /nmd f7x1' �IY95 bivid +8 S19/,Qf rBr 329/707 O' 15' 50' 1w, Im, 2Ga' 250• Bar Scale 1 SD Original R /� 99' Right of Way D jut 18 % Of so. R..,. i u u i n d � I �I - A � Iol • L 1111 � it ■■■ W � ` '`' �-• Ill .. I .a �o: Y SAM L k (�I . 0 z a w W l J w Q W U) U Z a uF u cF Wz w G N � V v�n9to� 0 0 m 0 I7eNsbna: Dm : 07-1405 Sc.M: 7dT•1'-0' t. by. KN Chedmd by: MM GROUND FLOOR PLAN A1.1 MM RESUME �IIII �m iF All, 'Q 1, LOVE (:S:NORTH EAST E L E V A T 1 0 N .._) k,t�/ r - 3/2- -v -T Samoa D em Mechaniciii Shop moo S E C T 1 0 N A- A (EAST) wa Ile - r-,r MIN jz k S 0 U T H E L E V A T 1 0 N 7�\S E C T 1 0 N a — a (EAST) Drawn by: KN Che .d by: MM EXTERIOR ELEVATIONS A2.0 eararweaaa� �s . � n Front View Elevation 1/a- = 11-0" 2 Rear View Elevetkm n RIOhtSlde Elevation or PI� 0'-0- n Left S11 Elevation 1B Floor P an n REc F� llF ✓k 1� O city o f� ?DOS 801in9ton Notes: 1) Race utlity drops between workstalls appoximately 2f3 the distance horn welt ortrom front Revision Date Description - Project Number Drawn By: of stall. The front of stall Is opposite the side of the aisle. hIVPOS017 G- Nikas 2)All dimensions for booth locations and other equipment locations should be verified,since PPG Industries, Inc. Shearer Chevrolet Collision Center dimensions for equipment can differ between manufacturers. Sh eet Number Date 19699 Progress Drive _ 3)Recommended lighting for work areas should be 90' candels. et 30" from Boor. e approximately 3 February 21, 2005 Strongsville, Ohio 44149 Sheet Name: Elevallans Scale: 1/8-=1•-0- Burlington, Vermont ra This drawing is not to be used for construction. Nowarnliesorgauranteeson production - _ or sales potential ere stated our Implied. Ndes: 1) Race utlity, drops between workslalls a Revision Dale ppoxlmetely Z/3 the distance fromwall or hen hoot of stall. The front of stall is opposite the side of the aisle. 2) All dimensions for booth locations and other equipment locations should be "rifled, since dimensions for equipment can differ between manufacturers. 3)Reco m ended lighting for work areas should be approximately 90' candels at 30" from floor. This drawing is not to be used for construction. No warranties or geurantees on production or sales potential are stated or implied. 125-- 0" Prop Stall- IV-6"z25' 1PE'x 25 la-0"x2S teri s25' 17A" 25 IP-M 26 10'b" 25 \ ( Pant Pray Sled Meta Reoer Stal MetMReoerStell Meta Rep-Slal Meter Raoar5lal Maal Repar Stall -Meta Rapar5tal ; RF MI�ju Downdraft 41Z I �` Spray Booth J 5 %Iofs <, l -e \Cwlan // Stwr ,Roo I - dr MS. OMce 1 coo Down & DealeslNee \ / Rooml�.._.._.1 N nmrmomw f \ / a a• LJLJLJ ��qq��pp Enmaa s�aa ®® I UA e Poarel Rest. @ Fad 4rrle R m Room .( � f R m $ N ® _ f V I f / \ T ER N Cuaomar f �______________� /Detail&Clean Up Say \ a" l '� �' RMI Nee Dace ____________'. O Rowe Roomga m 01 { Sid -A f f 25'-0" 6'-8' Ar -]" 7-6" f n Floe Plan f tlJ /e•=�r'�• f f O nl ProJed Number Drawn By: - - _ -- — --- -- _ MVP05-017 G. Mints Sheet Number Date PPG Industries, Inc. Shearer Chevrolet Collision Center 19699 Progress Drive 2 February 21. 2005 Strongsville,, Ohio 44149 Sheet Name: Scale: Shop Layout i/8"=1'-0" Burlington, Vermont State of Vermont WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules, Effective January 1, 2005 Chapter 21, Water Supply Rules, Effective April 25, 2005 Case Number: WW-4-2058-1 PIN: EJ97-0045 Landowner: Shearer North, LLC 1675 Shelburne Road South Burlington VT 05403 This permit affects property referenced in deeds recorded in Book 659 Page 725 of the Land Records in South Burlington, Vermont. This project, consisting of amending Permit #WW-4-2058 to construct a 10,629 square foot addition to the existing 41,996 square foot building and construct a 12,500 square foot body shop building served by municipal water and wastewater served by municipal water and wastewater services located at 1676 Shelburne Road in City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. This does not constitute approval under Act 250 case number 4C1132. GENERAL 1. This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department Public Safety, Division of Fire Safety— telephone (802) 828-2106 or (802) 879-2300, and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans that have been stamped "approved" by the Wastewater Management Division: Project: 00124/86133, Sheet 1 "Site Plan" dated May 14, 2001 last revised July 7, 2005; Sheet 2 "Utility Plan" dated May 14, 2001 last revised July 7, 2005; Sheet 5 "Details" dated November 22, 2002 last revised September 24, 2003; and Sheet 6 "Details" (for "Storm/Water Main Crossing Detail") dated November 22, 2002 last revised April 8, 2003 prepared by Krebs & Lansing Consulting Engineers, Inc. 3. The project shall not deviate from the approved plans in a manner that would change or affect the exterior water supply or wastewater disposal systems, building location or the approved use of the building, without prior review and written approval from the Wastewater Management Division. 4. The conditions of this permit shall run with the land and will be binding upon and enforceable against the permittee and all assigns and successors in interest. The permittee shall be responsible for the recording of this permit in the South Burlington Land Records within thirty, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. Wastewater System and Potable Water Supply Permit WW-4-2058-1 Shearer North LLC . Page 2 5. This Permit shall null and void Permit #WW-4-2058. 6. The Wastewater Management Division now reviews the water and wastewater disposal systems under 10 V.S.A., Chapter 64 —Potable Water Supply and Wastewater System Permit. 7. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. 8. A copy of the approved plans and this permit shall remain on the project during all phases of construction, and upon request, shall be made available for inspection by State or, local personnel WATER SUPPLY & WASTEWATER DISPOSAL 9. No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater system until the Secretary receives a certification from a designer or the installer, signed and dated, that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with the permitted design and all permit conditions, were inspected, were properly tested, and have successfully met those performance tests." 10. The project is approved for water supply by connection to the municipal water system as depicted on the approved plans. The project is approved for a maximum of 2,015 gallons of water per day. The Wastewater Management Division shall allow no other method, or location of obtaining potable water without prior review and approval. 11. The project is approved for wastewater disposal by the construction of a connection to the municipal wastewater treatment facility as depicted on the approved plans. The project is approved for a maximum of 2015 gallons of wastewater per day. The Wastewater Management Division shall allow no other method, or location of wastewater disposal without prior review and approval. Dated at Essex Junction, Vermont on August 31, 2005. Jeffrey Wennberg, Commissioner Department of Environmental Conservation Ernest Christianson Regional Engineer C For the Record South Burlington Planning Commission & Select Board Krebs & Lansing Consulting Engineers, Inc. Act 250 District Environmental Commission 44 Department of Public Safety, Division of Fire Safety CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 22, 2005 David G. White David G. White & Associates PO Box 1007 Burlington, VT 05402-1007 Re: Minutes — Shearer Dear Mr. White: For your records, enclosed is a copy of the minutes from the August 16, 2005 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, C� Betsy M onough Planning & Zoning Assistant Encl. JEVELOPMENT REVIEW BOARL 16 AUGUST 2005 Mr. Smith asked how many of these monoliths South Burlington needs. He felt this was putting an obtrusive structure in a residential neighborhood that is already crowded. He also felt it would be endangering children. Mr. Dinklage reminded audience members that a land owner has the right to develop property in accordance with zoning regulations. Ms. Genslinger noted that the original plan places the building farther from existing homes. Mr. Genslinger asked when the Board considers impacts on Fire, Police, schools, etc. Mr. Dinklage said the Board will get input from city services at preliminary plat. The applicant then showed a rendering of what it would look like with the building placed in relation to existing homes. An audience member asked if there would be a playground so children don't impact other areas. Ms. Dufresne showed a green area that could be a play area. Ms. Myers said if you live in that neighborhood, you already feel wedged in between everything going on around there. She felt there were quality of life issues with so much encroachment. She also cited the number of accidents at Hinesburg Rd/Old Farm Road and was concerned with the impact of more traffic. Mr. Belair asked if the Board would want a traffic impact study. Staff doesn't think it necessary with the low number of trips proposed. Mr. Dinklage said the Board would want a traffic safety analysis. Audience members were also concerned with the noise impact, especially with an Interstate ramp there. Ms. Dufresne then showed a rendering of the building. Mr. Dinklage stressed that the Board has discretion with regard to allowing 4 stories. Mr. Kupferman said he did not favor the height waiver. He also didn't feel the Board should encumber the future off ramp. Mr. Bolton agreed. He felt this was too intensive a use of the property. He wanted to see the building more to the center of the property with no height waiver. He felt there needs to be a way to get to Rt. 116 without using a neighbor's property. Ms. Quimby also did not favor a height waiver. Mr. Farley supported the second plan and had no problem with the height waiver. Mr. Dinklage did not favor a height waiver. He felt the plan should be designed so the applicant's property will be well served when the ramp is built. Mr. Kupferman then moved to continue the sketch plan until 20 September. Mr. Bolton seconded. Motion passed unanimously. 7. Public hearing: Final Plat Application #SD-05-62 of Shearer Chevrolet, Inc., to amend a previously approved planned unit development for an existing 48,538 sq. ft. gfa auto sales and service facility and 26,358 sq. ft expansion. The amendment consists of: 1) minor adjustments to proposed expansion IKII'E Y)EVELOPMENT REVIEW BOARL 16 AUGUST 2005 which will increase expansion to 27,539 sq. ft., and 2) other site modifications, 1675 Shelburne Rd: Mr. White reviewed the approved plan. He noted they had gotten conceptual Master Plan approval 3 or 4 years ago. The expansion off the back of the building and the north side have not been built yet. There would also be a free-standing building in back. The new building being proposed is now more square in shape. On the north side, everything would be replaced with new construction. There is not much change in square footage. The islands will be extended to Route 7, and landscaped. No issues were raised. Ms. Quimby moved to approve Final Plat Application #SD-05-62 of Shearer Chevrolet subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 8. Public Hearing: Final Plat Application #SD-05-71 of Homestead Design, Inc., to amend a previously approved planned unit development consisting of 89 multi -family units in 24 buildings. The amendment consists of revising the footprints of buildings N, O, and P, Songbird Road: Mr. Nedde said the change is to provide a sunroom in the backs of the units. Footprints of the buildings are reduced. The applicant may also want to do this on other units and would file another application. Mr. Nedde asked if they could build immediately. Mr. Belair noted there is at least a 45-day appeal period. Staff had no issues with what was proposed. Ms. Quimby moved to approve Final Plat Application #SD-05-71 of Homestead Design, Inc., subject to the stipulations in the draft motion. Mr. Bolton seconded. Motion passed unanimously. 9. Public Hearing: Final Plat Application #SD-05-63 of Diemer Properties, LLC, for a planned unit development consisting of: 1) razing a 16 room motel and single family dwelling, 2) constructing a 6000 sq. ft. 2-story multi- use building (requesting umbrella approval), and 3) constructing a 14-unit multi -family dwelling, 490 Shelburne Road: Mr. Llewellyn said they agree with everything staff recommends, and everything staff has requested is taken care of. Mr. Belair said staff has no issues. -5- CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: August 10, 2005 \suMshearer\final_ammend 05.doc Plans received: July 18, 2005 SHEARER CHEVROLET PLANNED UNIT DEVELOPMENT FINAL PLAN APPLICATION #SD 05-62 Meeting date: August 16, 2005 Agenda #7 Applicant Owner Shearer Chevrolet, Inc. Shearer North, LLC. 1675 Shelburne Road 1675 Shelburne Road South Burlington, VT 05403 South Burlington, VT 05403 Contact Property Information David G. White Tax Parcel 1540 01675 C David G. White & Associates Volume 109, Page 487 168 Battery Street, PO Box 1007 Traffic, Bartlett Brook Overlay District Burlington, VT 05402-1007 Commercial 2 District 862-1225 12.1 Acres Location Map wwt "w ., •gip.: sT � I ii1 Cif�i � O r_ etn a m - ,1" -f "Up, d \ 1 1 I CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\shearer\fina{.sro.doc Shearer Chevrolet, Inc., hereafter referred to as the applicant, is seeking to amend a previously approved planned unit development for an existing 48,538 sq. ft. gfa of auto sales and service facility and 26,358 sq. ft expansion. The amendment consists of: 1) minor adjustments to proposed expansion which will increase expansion to 27,539 sq. ft., and 2) other site modifications, 1675 Shelburne Road. Associate Planner Cathyann LaRose and Administrative Officer Raymond Belair, referred to herein as Staff, have reviewed the plans submitted on July 18, 2005, and have the following comments. Dimensional Requirements Table 1 summarizes the area, density, and dimensional requirements for the C2 District. Table 1. Dimensional Requirements C2 Zoning District Limits/ Required_ Proposed Min. Lot Size 40,000 S.F. 527,395 Max. Building Coverage 40% 13..9% Max. Total Coverage 70% 68.3% Min. Front Setback Shelburne Road Bartlett Bay Road 50 ft. 30 ft. >50 ft. >30 ft. Min. Side Setback 10 ft. > 10 ft. Min. Rear Setback 30 ft. n/a Max. Building Height 35 ft. <30 ft. 4 zoning compliance n/a this corner property has two front setbacks and no rear setback In addition to the requirements summarized in the above, Section 3.06(H) of the South. Burlington Land Development Regulations (SBLDR) prohibits more than 30% of the front setback from being used for driveways and parking, and the balance shall be landscaped. Furthermore, a continuous landscaped strip of 15 ft. in width traversed only by driveways and sidewalks shall be maintained between the street right-of-way and the balance of the lot. The plans include calculations for the front yard lot coverage for Shelburne Road and Bartlett Bay Road. The proposed Shelburne Road front yard coverage prior to the State of Vermont taking for the Shelburne Road widening project is 63.1%. After the State of Vermont taking for Shelburne Road, the proposed Shelburne Road front yard coverage is 75.6%. This increase is not a result of the applicant's proposal and Staff recommends that the DRB consider the proposed coverage as an existing condition of the lot. Furthermore, the Bartlett Bay Road front yard coverage will decrease from 33.7% to a complying 29.8 % as a result of the proposal. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZON!NG \sub\shearer\finalisrp.doc Planned Unit Development Standards Pursuant to Section 15.18 of the South Burlington Land Development Regulations, PUDs shall comply with the following standards and conditions: (a) Sufficient water suppll, and wastewater disposal capacity is available to meet the needs of the project. The South Burlington Water Department reviewed the plans and expressed approval with the plans as presented. No changes will be required. The applicant has noted that, as a result of the expansion, up to 20 additional employees may be added over time. 1. The applicant shall obtain preliminary wastewater capacity allocation from the Director of Planning and Zoning, Juli Beth Hinds, prior to recording of the final plat plans. (b) Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The City Engineer reviewed the plans and provided comments in a memorandum dated August 11, 2005 (attached). He expresses no issues or concerns with the plans as presented. Furthermore, the applicant has submitted grading and erosion control plans. Staff feels that the proposed project adequately adheres to standards for grading and erosion control. (c) The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. The subject property contains 2 access points on Shelburne Road and 2 access points on Bartlett Bay Road. The Shelburne Road curb cuts (43 ft. wide southerly and 40 ft. wide northerly) will not change as a result of the imminent Shelburne Road widening project or as a result of this proposal. The existing 35 ft. westerly Bartlett Bay Road curb cut will be replaced with a new 25 ft. curb cut just west of the existing. The easterly 43 ft. Bartlett Bay Road curb cut will be replaced with a 24 ft. curb cut west of the existing curb cut. Staff feels that these changes will provide improved safety, particularly because the easterly Bartlett Bay Road curb cut will be further from the intersection with Shelburne Road, and the Bartlett Bay Road curb cuts will be narrowed to just two lanes. All four access drives exceed the minimum required 20 ft. width for two-way commercial drives as per the SBLDR. Based on ITE data, the proposed building will result in an estimated 200.37 pm peak hour vehicle trip ends. This represents an increase of approximately 72.23 vtes over the current generation of 128.14 vtes. This increase will be used to calculate traffic impact fees. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\shearer\final.srp.doc The subject property falls within Zone 3 of the Traffic Overlay District. According to Section 10.02(G) of the zoning regulations, the subject property shall generate no more than 593 vehicle trips per PM peak hour of the adjacent street. The proposal falls within the traffic allowed. Circulation is proposed to be two-way throughout the site. Internal aisle widths within the proposed parking lots are sufficient for two-way traffic and 90 degree parking spaces, as outlined in Table 13-8 of the South Burlington Land Development Regulations. (d) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The project as proposed will encroach into the Class III wetland buffer. The proposed body shop and the parking in the southwest portion of the property will be within this buffer. However, this encroachment has been repeatedly reviewed by the city and state and found to have little to no negligible adverse impacts on the wetlands. (e) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning distriet(s) in which it is located. According to Section 4.03 of the South Burlington Land Development Regulations, the purpose of the C2 District is to encourage general commercial activity. The. use as automobile sales is permitted. Staff feels the proposed project is visually compatible with the development patterns in the area and is in conformance with the above statement of purpose for the C2 District. (� Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. There are few open space areas to remain on the subject property, but they are largely contiguous and include the wetlands on the site. (g) The layout of a subdivision or PUD has been reviewed by the Fire C I f,B�or (designed) to ensure that adequate fire protection can be provided The South Burlington Fire Chief has noted that he does not feel his review is necessary for this project. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONiNG \sub\shearer\final.srp.doc (h) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The proposed amendment will not alter the ability of these items to be extended to adjacent properties. (i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Staff feels that the proposed project is in compliance with this requirement. All proposed lighting is in compliance with the standards set forth in the South Burlington Land Development Regulations. 6) The project is consistent with the .-Owls and objectives of the ('omprehensive Plan f)r the affected district(s). Staff feels that the project is consistent with the goals and objectives of the Comprehensive Plan. Site Plan Review Standards Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations, any PUD shall require site plan approval. Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff feels the project accomplishes a desirable transition from structure to site and from structure to structure. In addition, the plans incorporate sidewalks to facilitate pedestrian movement on Shelburne Road. 152 Spaces are required for the proposed use and square footage. The site plan shows compliance, with 160 parking spaces. Pursuant to Table 13-7 of the SBLDR, 6 handicapped spaces are required. The site plan currently shows only two marked handicapped spaces. The plans should be revised to show a total of 6 handicapped spaces. 2. The plans shall be revised to depict a total of six (6) handicapped spaces. They shall be in compliance with Section 13.01(1) of the SBLDR. A bicycle rack is shown at the front of the principle structure, in compliance with Section 13.01(G) of the SBLDR. CITY OF SOUTH BURLINGTON 6 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING \sub\shearer\final_srp.doc (b) Parkint; shall be located to the rear or sides of buildings to the greatest extent practicable. The majority of parking is located to the front and side of the proposed building. Given the nature of the use of the property and the orientation of the building, staff finds the parking layout acceptable. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The standard height limitation for flat -roof structures is 35' from the average pre -construction grade. The applicant is proposing to construct a single -story building that is less than 30' above average pre -construction grade. No height waivers will be required. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 3. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted building elevation plans of the proposed building. Staff feels that the plans for the building, as presented, meet the requirements stated above. 09 Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has submitted building elevation plans of the proposed building. Staff feels that the plans for the building, as presented, meet the requirements stated above. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. CITY" OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\shearer\final.srp.doc The applicant has provided portions of the subject property to the city in the form of a stormwater treatment system easement. In addition, the applicant has relinquished a portion of the easterly frontage of the subject property to the State of Vermont for the Shelburne Road widening project. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground/ Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already noted that any new utility lines shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The proposed dumpster enclosure is depicted on the plans and is shown as screened. (d) Landscaping and Screening Requirements Based on building costs, the project is required to have a landscaping budget of $28,909. The applicant has submitted a landscaping plan for the proposed project with a landscaping budget of $32,045. This exceeds the amount required. The South Burlington City Arborist has reviewed the plans and expressed approval with the plans as presented. No changes will be required. Pursuant to Section 13.06(B)(7), snow storage areas must be specified and located in an area that minimizes the potential for erosion and contaminated runoff into any adjacent or nearby surface waters. 4. The plans shall be revised to depict snow storage areas. They .shall be in compliance with Section 13.06(B)(7) of the SBLDR. Other The subject property is located in the Bartlett Brook Overlay District. Section 12.03 (C) (2) applies: The Development Review Board shall not approve any land development proposal which must be reviewed under this section unless it includes appropriate storm management design to prevent an increase over pre -development conditions of the peak discharge and velocity of stream flow downstream of the development site. Section 12.03(D) governs the procedures for evaluation: CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\shearer\final.srp.doc In order./or the City to determine that the standards in section C above are met the applicant./br a land development project shall submit applicable information regarding the development and storm management design to the City for inclusion into the City 's stormwater hydrology computer model. The proposed project had previously undergone review by Heindel and Noyes. At that time, the consultant recommended approval of the stormwater aspects of the project with no modifications. Staff does not feel that the proposed changes to the project since its last approval are significant enough to warrant additional reviews and recommends that the current assessment suffice to satisfy this requirement. Staff recommends that the Development Review Board approve Final Plan application #SD 05-62, conditional upon the numbered items in the "Comments" Section of this report being addressed. Respectfully submitted, ACathyanLaROse, Associate Planner Copy to: William Shearer, Shearer Chevrolet, Inc. David White, David G. White & Associates, Inc. Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-4106 CITY ENGINEER'S COMMENTS Shearer Chevrolet Shelburne Road 8/11/05 1. Plans prepared by Krebs & Lansing Engineers dated May 14, 2004 with latest revision dated July 7, 2005 are acceptable. MEETING: DATE: RBI jwii m V_ waxrrIv--%�,=c,=, OF klQm?_E:s_k �s 1711, ille Jul, I _75 I e, 4o fL;i vi ._r YS \4mp Qck, s V7?4v, _10/11 -` RUIV iZ L_fCAIIA� `7� t 0 L 15— U A -A -A-3— ol� !al t 0 rz S—,61'- MAd _fe- S^ gf_"44� "big& w a tc. at #.I W 0 Lu a &I 1,40mvenlZ Aoa 'ru ckr-4 a:? '�T> NI. 531 6. 1# 7, L 1 CITY OF SOUTH BURLI1,\TCG"T01\T DEPARTMENT OF PLAI',\1i\ IF\TG & 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 F'A2( (802) 846-4101 August 17, 2005 David G. White David G. White & Associates PO Box 1007 Burlington, VT 05402-1007 Re: Final Plat Application #SD-05-62 Shearer Dear Mr. White: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on August 16, 2005 (effective 8/16/05). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 180 days (must be recorded by 2/13/06) of this approval or this approval is null and void. If you have any questions, please contact me. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. R Permit Number SD- O' CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax#): Shearer North, LLC. c/o Shearer Chevrolet, Inc., 1675 Shelburne Road, So. Burlington, VT 05403; Phone: 658-1111, Fax: 651-0239 2) LOCATION OF LAST RECORDED DEED (Book and Page #): Vol. 659, pgs� 725- 727 3) APPLICANT (Name, mailing address, phone and fax#): Shearer Chevrolet, Inc., 1675 Shelburne Road, So. Burlington, VT 05403; Phone: 658-1111, Fax: 651-0239 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.): fee simple 5) CONTACT PERSON (Name, mailing address, phone and fax#): David G. White, David G. White & Associates. Inc.. 168 Battery Street. P.O. Box 1007. Burlington. VT 05402-1007, phone 862-1225, Fax: 862-3601 / 6) PROJECT STREET ADDRESS: 1675 Shelburne Road, So. Bur 7) TAX PARCEL ID # (can be obtained at the Assessor's Office): 15 8) DETAILED PROJECT DESCRIPTION: a) Existing uses on property (including description and size of each ,Cparate use): Automobile sales, service and repair. +/- 48,538 sq ft (including mezzanines and basement b) Proposed uses on property (including description and size of each new use and existing uses to remain): automobile sales, service and repair; +/- 75,897 sq ft (including mezzanines) c) Total building square footage on property (proposed buildings and existing buildings to remain): +/- 75,897 sq ft Shearer Chevrolet Page 1 Revised Final Plat Application — July 2005 .� d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): All buildings, existing and proposed are single story. The tallest existing building to remain is +/- 25.5 ft high. The proposed buildings at their highest point will be less than 30 ft. There are two existing mezzanines that will remain. e) Number of residential units (if applicable, new units and existing units to remain): none f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): No change from current permit -- Shearer Chevrolet currently employs approximately 95 people, with about 60 on site at any one time. Over time, this expansion may_add up to 20 additional employees. There are approximately five company vehicles (aside from inventory). g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Located in Traffic Overlay_Zone and Bartlett Brook Watershed Overlay District. This project also requests approval for multi -year phasingthrough hrough 2010. h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc: This amendment application proposes minor revisions to the existing approved plans for Shearer Chevrolet. The general concept remains the same as the current approval; demolition of the existing used car building, a new free-standing building on the west side of the property and additions to the north and west sides of the existing main building. However, as designs have progressed the details of the various additions have changed. The key changes include: a. The new freestanding body shop building (Phase I) has reduced from 14,000 sQ ft to 12,500 sq ft and the dimensions have changed. b. The northern addition to the main building (Phase II) has been thought through more thoroughly and is now architecturally more interesting and functionally more effective. c. The currently approved western additions to the main building (Phase III) have been consolidated into one. d. Total proposed square footage is slightly increased to 75,897 (compared to the currently approved 74,896 sq ft), but this is still less than the 83,428 sq ft approved during the original sketch plan for this project. e. The grading has changed_ slightly in the rear as a result of the changes in building design, with no change in overall area of fill. f. Lighting has shifted slightly due to the site revisions, with no material changes to overall lighting levels and uniformity ratios. g. Landscaping has been enhanced with the addition of new landscaped islands at the four entrances. Shearer Chevrolet Page 2 Revised Final Plat Application — July 2005 9) WETLAND INFORMATON: a) Are there any wetlands (Class I, II or III) on the subject property? Yes b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? All wetland impacts have been previously approved, including City State and Armorps approvals. The proposed changes do not alter the previously approved wetlands impacts. c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: 1. a site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's Wetlands Map. 2. response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). 10) LOT COVERAGE: Size of Parcel: 527,395 sq ft Existing Currently Approved This Proposal Building +/- 8.4% +/- 13.6% +/- 13.9% Overall +/- 53.5% +/- 69.8% +/- 68.3% Front Yard — Route 7 +/- 78.2% +/- 77% +/- 75.6% Front Yard — Bartlett Bay Rd 1 +/- 33.7% 1 +/- 31.3% +/- 29.8% 11) AREA DISTURBED DURING CONSTRUCTION: This application slightly decreases area of disturbance from the previous approval, from approx. 4.6 acres to approx. 4.5 acres. * *Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 12) WAIVERS REQUESTED: a) List any waivers from the strict standards in the Land Development Regulations (e.g. setbacks, height, parking, etc.) that the applicant is seeking: None Shearer Chevrolet Page 3 Revised Final Plat Application — July 2005 13) COST ESTIMATES a) Building (including interior renovations): $1,865,940 b) Landscaping (see section 13.06(G) of the Land Development Regulations): $32,045 c) Other site improvements (please list with cost): $275,000 14) TYPE OF EXISTING OR POPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.): The property is subject to a lease to Shearer Chevrolet, Inc. It is also subject to several easements, as shown on the enclosed plat, including for a municipal stormwater treatment pond. The easement area labeled on the plat as ``20' vegetative swale easement" is in the process of being removed. This easement is solely to divert stormwater runoff from the Shearer site around the municipal pond. This function will be replaced by the already approved structured stormwater system. 15) PROPOSED EXTENSION, RELOCATION OR MODIFICATION OF MUNICIPAL FACILITES (sanitary sewer, water supply, streets, storm drainage, etc.): None. 16) ESTIMATED TRAFFIC This amendment application does not include any changes that will alter the traffic projections previously approved for this project. The trip generation as currently approved is based on the ITE Trip Generation Manual 61h Edition, use category #841 New Car Sales Dealership (including associated functions such as service and used cars sales), based on number of employees. Nothing about this application is expected to alter the projected number of employees from what wad" contained in the previous application. a) Average daily traffic for entire property (in and out): Existing: 2008 ADT Proposed: 2431 ADT b) A.M. Peak hour for entire property (in and out): Existing:64 Proposed:77 c) P.M. Peak hour for entire property (in and out): Existing:91 Proposed:110 17) PEAK HOURS OF OPERATION: No change from current approvals: 7:30 to 8:30 A.M. for arrivals and drop-offs and 4:30 to 5:30 P.M. for pick-ups and departures. 18) PEAK DAYS OF OPERATION: No change from current approvals: business is fairly consistent weekdays Monday through Friday, perhaps slightly higher on Mondays. 19) ESTIMATED PROJECT COMPLETION DATE: Shearer Chevrolet Page 4 Revised Final Plat Application — July 2005 Y io a Phase I: begin August 2005, complete June 2006 Phase II: begin spring 2006, complete fall 2007 Phase III: begin 2009, complete December 31, 2010 20) ABUTTING LANDOWNERS — please list abutting landowners, including those across any streets. You may attach a separate sheet. See attached 21) PLANS AND FEE Plat Plans shall be submitted which show the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). I hereby certify that all the information submitted and is accurate to the best of GNA OF I as part of this application has been ledge. SIGNATU OF P PERTY OWNER Do not write below this line DATE OF SUBMISSION: bS I have reviewed this final plat application and find it to be: icomple Inco lete Director of Planning & Zoning or Designee Shearer Chevrolet Page 5 Revised Final Plat Application — July 2005 CITE' OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 5^5 DORSET STREET SOUTH BURLIN4 GTON, VT 0503 (802)846-4i®6 July 27, 2005 Bill Shearer Shearer Chevrolet 1675 Shelburne Road South Burlington, VT 05403 Dear Property Owner: �Vlne,re.r abu" Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public hearing is being held regarding the proposed development. Please call our office at 846-41o6 if you have any questions. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. ,CITE' OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VI' 05403 (302)846-4]Lo6 July 27, 2005 Antonio B. Pomerleau 69 College Street South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4lo6, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Ut Betsy McDonough Planning & Zoning Assistant Encl. C-)\ �tieaC�1`7 ' , as Sh9.lb• S•�• J�_ C-AA2�\j 4&JrTEVS ------------------- 00006 ��t Cc5\fie �4-. �rtiu16ta-) N> t "fir oss `r�. �nck ram, � i3j •1f _ a v U31kkie- Cacmis �(Y4-i Lwjrn- 9 ?inc �ru-lb v i o5"�g� �cu -0-- ZLL—c— i-2-s-s 9-¢.1b (ad *&'Ur4LE4 sl) 05*03 �. Mate of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD July 28, 2005 Shearer North, LLC 1675 Shelburne Road South Burlington VT 05403 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 RE: WW-4-2058-1, Shearer Chevrolet Proposing additions to an existing 41,996 sf building. 1) 10,629 sf addition onto the existing building. 2) 11,561 sf building onto existing building 3) 12,500 sf building separate from existing building. Project served by municipal water and wastewater. Amending ww-4-2058, .1676 Shelburne Road, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on July 25, 2005, including a fee of $50 paid by check #18750. Under the performance standards for this program, we have a maximum of 30 days of "in-house" time to review your application. If we require further information from you to make a decision, the. time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management Eileen Brady -Whitney Environmental Technician II cc: South Burlington Planning Commission Ian A. Jewkes Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St. Johnsbury 1 , legais boundary line adjustment between lots #8 & 9, 3) reduce PUBLIC HEARING size of mixed -use building to SOUTH BURLINGTON DEVELOP- 64,350 sq. ft. to include 40,000 MENT REVIEW BOARD sq. ft. of office use, 7,000 sq. ft. of retail use and six (6) dwelling The South Burlington units, 4) site modifications to Development Review Board will 370 Farrell St, 5) increasing the hold a public hearing at the expansion of indoor recreational South Burlington City Hall facility by 210 sq. ft to 4,460 Conference Room, 575 Dorset sq. ft., and 6) constructing a 71 Street, South Burlington, unit 4-story multi -family Vermont an Tuesday, August 16, dwelling on lot #9, Farrell St. 2005, at 7:30 P.M. to consider the following: 3. Final plat application #SD-05- 63 of Diemer Properties, LLC for 1. Final plat application #SD-05- a planned unit development con- 62 of Shearer Chevrolet, Inc. to sisting of: 1) razing a 16 room amend a previously approved motel and single family dwelling, planned unit development for an 2) constructing a 6,000 sq. ft. existing 48,538 sq. ft. gfa of 2-story multi -use building auto sales and service facility (requesting umbrella approval), and 26,358 sq, ft. expansion. and 3) constructing a 14 unit The amendment consists of: 1) multi -family dwelling, 490 minor adjustments to proposed Shelburne Road. expansion which will increase expansion to 27,539 sq, ft., and 4. Application #CU-05-13 of 2) other site modifications, 1675 Ready Funeral Home for condi- Shelburne Road. tionaL use approval under Section 14.10, Conditional Use 2. Final plat application #SD-05- Review, of the South Burlington 60 of F&M Development Co, LLC Land Development Regulations. to amend a previously approved Request is for permission to: 1) planned unit development con- raze the existing buildings, and sisting of: 1) 309 residential 2) construct a 3168 sq. ft. build - units in six (6) buildings, 2) ing for funeral home and morti- subdividing two (2) parcels of tiary use (crematorium & office), 24.458 acres into eight Lots, 3) 75 Allen Road. a 90,000 sq. ft. building which will include 11,000 sq. ft. of 5. Final plat application #SD-05- retail, a 150 seat, 7,500 sq. ft. 67 of University Mall Realty restaurant, 70,000 sq. ft. of gen- Trust to amend a previously eral office, 2,500 sq. ft. drive-in- approved planned unit develop - bank, and ten (10) residential ment consisting of a 675,115 sq. units, 4) a 4,430 sq. ft. expan- ft. GFA shopping center complex sion to an indoor recreation with 614,338 sq. ft. of GLA. The facility, and 5) an existing amendment consists of. 1) raz- 16,000 sq. ft. television studio ing an existing single family & office building. The amend- dwelling, and 2) constructing a ment consists of: 1) subdividing 2,624 sq. ft. retail store, 155 lot #1 into three (3) lots, 2) Dorset Street. 6. Appeal #AO-05-02 of Wesco, Inc. appealing decision of Administrative Officer dated 7/8/05 relative to 1041 Shelburne Road. Copies of the applications are available for public inspection at the South Burlington City Hall. Jahn Dinklage, Chairman South Burlington Development Review Board July 27, 2005 CITY OF SOUTH BUR1,111\�GTOI\\1 IDIEPARTM ENT OF PLAINTTING & ZOI NING 575 DORSET STREET SOUTH BURLINGTON, VER,PJPJ ONT 05403 (802) 846-4106 FAX (802) 846-4101 August 11, 2005 David G. White David G. White & Associates PO Box 1007 Burlington, VT 05402-1007 Re: 1675 Shelburne Road Dear Mr. White: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, August 16, 2005 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, &ISL N-14)", � Betsy McDonough Planning & Zoning Assitant Encl. RAILROAD 7RAGY(S 1 x6dand Impacts• Permanent Impacts �--- (not including detention basin). = 098 acres = 42, 758 sf. LabscWkv h aramwts pmds rai be earamresee ro meet reWrkwnw,n or the \\ rants or u ,nr arom,.nrQ �ha-9a Pam,;t µ•firm A`pamt Par RAILROAD TRAMS twredebse Wro 9 papw/y /he btm to News rots rreo/m vrt 279 r ter — —w — —_ -- L TA/or� l__ I •� -.. 'y Rarw)iie NaS De /grated R,k✓fo..� ---— -- --- --- -- _ �— ,!• ... -'" excowfaw o/Arrentxw Pond w -� l fg. ban erwMg watwlhi a*f W ASS afwt � 1i AOS � - EN e'AGS edwt \\\ a 1 bk+' Ina?, 6.-M� 1 a.r m ,ran. — - .pr. —_ --- --- --- ---- r` -------}__--_1-----�_-- X.I/ 1, 1 1 Ij� "... ! _i r' / ta,ec totau\\ terns Ceske teas ietam 'teas t se do, row / bf- Ana#' 1, � Proposed Pavement ,Area 75,085 sq. ft. 1 /L, � \1 t \\\I1 1 _ 1 111i\\ 1 Stan (sown zmhgJ as brfis- 1\ t\ Il 1 1 \ 1 \1 \ \ \ ,ww atone \ \ /ha swab 1 1 1\ \1 LEGEND 1 11 Cmhtl Pohl UN'ty Pde 0 1 1 \ sy, Erhrag pees ra rb re wW r;oa w,e New lnifM1 grvde —�iE --- 1 \ 0 \1 1 A Maoct'nob pmerty / F.fore R M 7 hprovemeata �_�� 1 \ \ \ I I (pr Sw M Wigton 1 I Abw storm the O�`•, \ \ \ µw aodray sever / �r— -1--------- -----A_ oosnxc otsviwllPARKNc I 1 � I I I 'South Buffington wer De /enf Notes hlgt- Me sa.M adhgra, fort. o�®M,w,r .mwr ba nof1RM or / r 48 hers h advents to shut oR wofs ew.:ee re y bardh9 hvo+.ed h rna Rranar. the SouM 9rar Oepwhnenf shot/ be } 1— nohYwd n advents to /arnre and murk d/ vets 1 mono that may be n,d,W h M%s po,ecf \ I Me CA, plfare. D/atr l RetW D4 snt e,w } I es s go/bd wan i0.e�Arer' darhgs or Nb wore apron ma+ mnp/ of the rats aptem n Me /onn or ox hwd aMY Py. 1 1a &w b Ol.r ,do d d— M orMed or my Mm9ea to Mb pt wM oknr w1th .stores nor may pbx ran � .91R/ rein ,�.s' A9 .ors re'ofs0 work ro be pe-lames :acca II hn ,BAD' wM Me 'y ecrr.�otkna and wra m me mstmmr�, of fats /her b mpoom-wvs Sptwne Owned by Ms Cn proh fblff Oahlct Ms 1 prY or SwM dn/igton, Lb'Mmtw An DL f /r, I t arw Me VAa9e 01 ArbJro.' �'� _ 18401 POr/Clno ® Customers proyee Pork-g Sp, bk= leAez• N teta. other pavement strlpng shown represents inventory and 4 gas / display oreos Actual str/pny A AC fort. moh thew wear is op Limo/ and shall LOCOt/On 1�OD Qom`__ be changed of the ofn— to etas Not direction. M�M1 W i 1 1 1 r fi �-� ��___: i BiBDD bY}Gf� V oR Me wort awnEe to Me-Bq buidiq Mt b tab remo ww awf a `,w remove bYe merr w remote or Me tine of drscwmecLHr. Rb semc`v tNY oRer- Y 1 � t of r Ex Lh r I to Gga rerno,ed Lint. o/ xw pavhg (fran vAor deoyl * lr /denig of 9Ye'bmre Road) fo 6e .whored Goa aew'ce -� TO SHELBURNE e"AG W' --i SHELBURNE ROAD (U.S. Route 7) /2'AG YMr .._..--._ I _.._. .. _.._.._.._.._..1. /— www�'isazr Construct new R12 entrance a sw Ash 2aroe• Mx h bka�t toter. _--fi ore existing 1 Pavement, sow cut jont AG war mea �.. 1 Canstmct new entrance 1 1 - � Rcmo,r existing 1 pavement, sow 1 Planning and Zoning Information 4)p Area.- Wo- e• 7210 acres { Zan O EXISt/ng Lot COMM Lot Area Bu�Pavement CMIDWE cgs v 2J8, 829 s. f starts a r 5J4, 461 sf 4g530 s.r. M+�s ,c,n •r 28J359 sf rathg rt Rode 7 83X a 44.jX 53. Of EVS,WG 237,754 s f vwge am StoM of vwma,r 327,J9S s. f 44,5J0 s f. havM wrn.r 282,284 s.! taing fn Rwde 7 8.4X 451X M. 5X Proosed Lot Corero¢a DIAL Lof Areo Friopga Povemeit COiFRALF 297,16J s. f rO slot �i �t 534,481 .f. 71,996 s. f i.mss ,a,n e/ J69, 159 s f rarhg fa- Raare 7 135X a 556X 69. IN PRo nSW 296,088 s. f co,ergb -Rr 71,996 s.f. ea,we ww xr 368, 084 Sf Stile o/ twma,r to kg ne R to 7 527,395 S f 136X 56 IX Front Yard Lot Comp men rota F t rA,e-oye rot& r t towage Rwte /7 sorest) Aoy Goad E mg wogs pion to Store of V onr raMry hr Roars 7 Zt85a sf 37,4 9 sf 6J 5% 9.AAa al 24 J70 sf 34.8X tiaaoaed vero9e pkr fo Stab of vsmmt 1 &W z J7xf AA%sf 24370 xf rokhg fo- Borate 7 6J I% 31_3% PMaeed A573 sat towage o/fr fo Stab of w f ,$91S JK915.1 27 e06 f rakhg /w- Rt, re 7 77.0% 31.3% cut pant 20' 40' m' 1W. 2M• 1 1' 1 Bar Scale I-- 40• \' Apr/ 4 7. M-61.. Apt eaanw,b b/ 4A i' Ve .b 7, Z2O dehndn paid b/ 2/ hb w,& - 2 22 tprgte irfnh9 A rwihp b/ /2.. A& 24r 22 To02 .114 her ntenbtan cowbucrbn bJ Il/2 zt zam r afA atenea, bavlr \ able n~ 0.—*U- ar.eiw DaN — ��--- Design Ud Site P/on 1 Drawn FYP -"- ar Checked - Scale 1=,� Shearer Ch e vro1e t Date May 14, 1001 TO BURLINGTO Project AW9Afpt7 I She/bume Rood South Bun711 ARE&S & LdjVSING Consulttng Rngineers, Inc. .ee_ _.._l._.._.._1_.. 164 Alain Street, Colchester, Vermont 0"4W RAILROAD 77FACKS Lando hg M srormworw Pmds wN be araNLMed fo meet rvquhrnenb o! Me Srofe o! Ibmmf erormwarw d's nwx pwenit \\\ All �r r� _ - \ A. Pad Lanir a/ Cmewwlbn _ _ z al.,roy D. RA/[ROAD (RACKS • � i 77,T��- - � New wrbr ehlarvw frrwre rw�e moll M alo+g exbrig / /i �.y�{?,� - �� - Ive. .rr �ro - Meabe,. Reroaoro Rn y Rk. eramorw lmorm«rr � arp'" i ' - woo r scare «- �w eat s.,ro �^���, �-'.- - - _- z/s• - - - _ __ -_ _ ;\ ' - -\- - N k _ - 7rer a, - yes-, -�e3 -__ --_-- __ - -___---_\ feaar •� I P.w+gy Dbbicf� ., -__-- _ i�Nerr eat /«sw \\�1'tllt\�'\ `I aana✓M xbre-owr exnaede \ Wrwl a1«Y De located lmb✓roJ owib. r�- _ ------- -- 1.1 tp.masap \\`4 \�`•.i} t, V\ oma'M.«,r .slwxonnfnd ro ae a fxn o/ defenfha aovre -- w �- . 7e �ti - _ reset{ SratJO. Aye \! .,�. peswlf long hs(oa tsar of \P - _ ._6_ .. I:+-.ty. Ai .alnq -_ _ East e' AOSds* aetiiiP'r .hri rp ayc6hn � I f]#rG • Atu rw/he ogssirg co,worw snort 1 nom abehg wafwbro fslt l hares rh.�- aarz w-Y'ws�mea. ��R�oa�im - `., 1 Tenor °�'re�aw« w"a`ovo-Kt s�«M 1' J5' des seam aos,-Ihk�f lo. _ -- - - _ A.,oe reN r Deoy1-1 or e • � _.ae,ypyelcrmi. Aav rt �ya�--- �-.._ w_ _r e«- I _ JbiLld le Io 6viwe wA1M 7eaa2' 1 enr„ .an.- \ : erne ri'w.i�' fIa s•Aor-Mi? 1 y: Nbr sal Mka .� � 11 \ 111 AG .ofw mail � ^ ' _ =� tr `p 11 . - e � �I ,ry m'I'w..0 / iCOGII! tt ��y '� Erd1e..40 ,. ,�Fwdt;' •, _ 11 hero !Mata-- ported «rd sd bfw w rw hew eg ea R„m �.� South Bm ngton Water 1 ah«'/ M mace behre ada"h9 .at V e N �. ,s• 1 Department Notes ,Ier Ib'.1D.6-NI? New CWI Nbw lbhw Abw (bfdl r C.fo , ..' Te SouM &u/h9rar abfw Vq l altar be w SDP M ero'rn 191. 5 Rhr 19966.J bnNr ' boeil faviv fair D 1,e Boar 1 - � .&MV — rr4a mh'/bd of /sa.t de novas it oe.orro fo alaf oR wolw a�aer Rin ,86:5 Riv f9K3 Rin 1955 (fin I%1 /Pir1 196.5 1- May hs - l9/.lr smMc'e to Y bu9�p hwa'wd h Mb p J� f. tt Mv. lgaB3 My f9a hv. l990 hv. IBAyb :hs IMS .� . by B9 (Isgi1 , Te SauM rwelgrM Wtw Dgoarnnwrf shd/ be 1 s • N.w hg nara• rlce .sraf eanRee M owarro ro rorore aw ma,i oa wIw �'. auD Rmr I96.5' ( rch erb(hg grad J 111111 IT.Q t �� 1 _- hv, h 191.?J• molls eat mry bs hrdred M Mb poprt aft Ia• dI^ aaMt F� hv. oaf 792W, Te clamp 9bfw DbnRf ft a/ DAoab l ano9 hs_ Imes, 1 - Nsw year 1. �. b. eueplied.ill As-�lr•-.kw al- cart 'I estates /wed Proposed Pow eol .v w oars, bavir Ne. Lbrd1 lash New rrgM t t*101 ,! aloy tw rro'rp-tied ne pr°gvwt'�'r air rhg r«n u f/q, o/ Me .ow �er«n u, M. awes'. ro a r«sar a Area a 75, A3.5 sq. ft. Rin azzas Rin IOL9 R� it /9223" , insrd/M/m a! ab9+wae' mw,.are Te sauM &,Afvtm 91rtw Dyarfinenl anus ee r. Igor lb by 196.0 Remave e-thg Ro—t � f� � ro Mb popc( will 1 rust 1991e� / mw ut Phr, po mh «5eefhg u r- ! ! and anaei+g fo protect e- g Aa -tw, r red Sark ro be asrhmred h acccremro Na nIf /mce 1 /. New 11"m SDP m slam , 1 urhtb; ra➢avr base aid pownMt nM Ms "SpecYrsaewre and Deratr /«- M. hsroaofM 1 fo o'fghn' cmwTiar. o/ Nbrw /fires and yY«"r«romm Ar a Nbfw \\ \I ,� '• 1 1 Constrfct new Sp1— ownee by M. 0-,WM ebrw ob I,, me o T.Iwa a6Eilp at, o! SwM Mrflhghm• Cd tw faro D ,nel /I, entmnce and me 19/ o/.bicAa' Dr. SW e y 1 1 h. h tors n, anad 21 awakes ro her ar Rrr Aft 2M.M* Ta SovM Burr ran sber a(ebkl all Me Oghew �I,a-air/azu 79a71'.. rgra aoahgs aw MrNer eaaors pYw ro eonr�Iwlg ReoLce aronrw 1 l it Remote existing \\ l �'�'• O hw « alOrd 1Pae+anent, raw \ ` Mri..r !°9peed 'tabor cut pint LEGEND 1111111 11H 1 1 .riddfYtblY nv_� N.. erar. At(CPtion �' Z �i/0 � � Abr. aarnaw.e Lrwd �„r awM 11 1 1\ \\ /ha swore AW yjr 311....f' Nl amt 9"�� _ ' AaFJftian ?� �aa.re� 1 1 \ Herr .os/ des:, Ia : , / eb' R tB6,' edeg Lyrr l fees bs .wnar.el o \ \ ovMer ro- nmo*.e Rwaute row a dw BE 1 m O (o msne9cf aadng.�//// �'f.�ip sQ{1. TOpIED 1 1 cbrhg bore ro as .wmome R gr an a ra 1 - 1 ' AG Ne. nbn swe -- \ / / / / aR rn..orw ew,ke ro ,b..abrhg daeig \ \ from=hrore pgowry the mmot. or Me time o/ oNsmnectkvr. Te Ihs , \ ewatw mesh Fuhee ape 7 hrparomenh r rdr ore 1 \. 1 ,v«e storm Rra —� -I \\ sr A mr tw.'�'xrm"es « f a eh( w 1 1\ I 9 M, pNosed/% i Construct new 1 1\ //j/�,/////; 1 1 `\I \ C ��/ / r� �i �r i ///, /��' # \���e•ya,r zn' 40' ew• Teo' ?io' Ranoir ex/stmy Pavement, saw cat t Bar Seale _ <D pin o I ii \ E10HTING DIBPl.AY1P-m-r. 1 ry0 r qwa It 2= uurne.rb a/ e/V/ar 1 $ I r a/ r / r 1 raw i 2Daz etsnor.-°�.. - Mae�.re May Rose wj> 2= RoWp maces Iww atrlem aaaaaa>, h/ Il/T1/b1 8 ® \ fbf. n Wd &-*&car oterr«f Dore - - �`.-- Design /A✓ Drawn 1a1P Utility Plan Checked sg bees than YAOJ o' r .arasplgr+. Road A4r s.VsoaM • /w .Ideahg of SndOvme Road) Scale 1--' robe r«moved e 40 ,« me Date waY 14, Sh earer Ch e vrole t e•AG .�6.,are--/ I SHELSURNE ROAD (U. S. Route 7) Project 0ZT1,dnu SnebumsR d warn ?.H ran ue. TO 57-/ELBURNE I I TO BURL i - .._.. wbrmair1n `rmone ARF8S 9-IU"IAW Consul ersr Inc _.._w_.._..___.._.-_.._.._ ._..___�___.._.._.._ ._.._.._.._.._.._w_.-_.._- _.._ !64 Alain Street, Colchester, e nt 0"41S 12 RAILROAD TRACKS L-d--.g F star &r ponds wd/ be es(m/isSeC to meet requvemerts or the State o! ✓ennonf stamrwtm dr-snc�rge permit �4a'aat P� �3.�� - New ou[ref structure. pypre hvcv maFr ruts a'a'r9 edarF,g RA/[ROAD 7RAGYCS Sae Oefods � � - MAew"rY /Na Lapet to Ne t 1 f t �'� � � __ _ huctrax Rdonet T` wm er reo mm - rr -- _- - -----,ash--- \.. 1 l -- ExrG C Af1s adrsf er4tb9 9o•at —d \ b ! . s(arF ate � stone Proposed Pavement Area = 75,085 sq. ft. vat egad BB' b' Jf = J' Proposed Bui/ding 200'by 70' 14, 000 sq. ft. FF=797O' 1; New 10,x nqo Ape— pad IIti i 1 .. drepp emeeeof 1 � 1 ; r _ 1 -- -----------�- Redic a a/ I 1 X exer' 9 p/mfm 1 Proposed Addition 110'by BO' 8, 800 sq. fl. Proposed Add Lion BE IIIIIHMITM 15'"alwf 11001, - 189 D2' l 1� 1 H V \-----------------=-- --- LasndfgWIng Schedule Descrbbbn Sie fcolberl O.-Mie Honey Locust 2' 27 Swnbd • Est6 ated Cost i 7,425 f Amencon Elm HAr/d 2- 10 J .X 000 1 Nhite Pere 1' 18 $ 4,950 L! Topsoil, seed, and mind dWs b*d 22, 000% sf jr 7,700 areas. Reno -Pavement and Ajt1. J5/x f. re -grade a/ g rood liaotoges T tN Sax 075 construct new entrance ___--RWmvm sw*&tg 1 Pmwmstt — mt kht pap 1 0/ a{9leavwrrs R-d) _ - .-. SFebwne Roof N ekWdk AYr _ [0 6i /wtarW R� TO SHELBURNE SHELBURNE ROAD (U. S. Route 7) TO BURLINGTON existing pavement, sow cut pint i c rrd a a,t ran Nlxerr 7X si9, T Er;sting or R- (to ba renrowd) o Ex;sfmg tress to be remove cos ✓due o New IALsh grade npproIsnote Prc y l — ruture Roate 7 Fnprowvnents -- 20' b' W, B0r SCOlC I" = 40 Ari A 7 I tlty/wM Ogee awtnrrrb 6Ac.,*. 2 2OW add bu - tbfrH AZY Rood Design IAd Landscaping P/an Drawn FMP Checked Scale 1=40' Sh earer Ch e vrole t Date Mor14 Z1N11 Project 4 1 Shdbume Rood S th Bud- ton ✓ m ARMS & LANSJ7YC Consulting Engineer". InC. 164 Aain Street, Colchester, T'ermont Os"e rJ '01� GAF, P �' ►� ?' 3 {' r ! } j • , it s 3r f" r) ; • t # +y--4 .. = - yr. S .: .e .: " 7 —T��_� ~~tom .'``�:__�+----1'__f._---' Y' s .S - �: •> ;• �• a « ;+ �; T` M� .�y x" ." , f S -y4• -`' -{ •] '.d- .}r' .��L,1•'-,t3c^-.-� L d ,� +4J �} ' �..�7, 4Y �' _ Ali _�•�_ _I T T - `{ 1 'F 'Y Tv .` ? fi' {� •: •+ Y?' .:{' {' `Y J' } i '' Y T _ r ,r ;` -ti�._t -,�'_ -07 Y`` 4{ y" Y" i? i� i _�` _ >+ ' YT 'Sir :�__ - ,_�: �' ii7 >: - - a= �' Y a` - (r .;z-"'.��.` _ �;' ti• . ,' � ` 'i� - o� � i` _ �- .``31C as = 1( 4f c .r I ,•Y r Y pS np ,. it .& 'F s �' r` y . -V ►: - �' �' r {) A!`�4 l � s• • � s 1 f' w' � s r' •�' .r J. rr �• =Q= - I I'I S1 i' I r I*-. 7Y sf ar },� s r t Y #• };: r: ; �� < x'e - _ ,' ? i' a' sJ = ..`_. .: _ _ � i f, ,� . _ ��' J a, - �" t yA' A = 1 "L i r ,r7 •t� i'T 1'MIK�7l.:Ri�2 < 1' ♦'r' .�- .i' ? .r' rti: ,9' !1 , t) yy' � r�_T' �1` 4: - ,.:M1�. 1�; .S :,T ` 7 �r-1 7i '1,7;- ? c' J, �� i� )• .r% .;' .f .f •f t� - � lR, +e ■_a. T. " �l 1` Y' rl - I r,: � C- ,(. T' •ram •tL _ .. _" 1' a{ i - - _ � v� � }' = ✓ �' r'� j:' y.,ii r r =: � ,�`' - �. � � E ti _ _ a: +i 1' B�=•,�I =q� + xe• i i :° *s• �. �^ ��` ,s .i e+ qa' .,; ? s .+• it rU " r• F ANY '. ,].• r' Ff T _�_'• • ___••: Y •,J .% ,'r' s:� # � i �'✓ I .y I �. +. _ ,. +i_ F .� EO'r 1215 . i` 13 Ilj R •y i' 1, lr , ' 6 7 ��. J. .f �'. }:. *j, ,'% IA r } - T Y' .. 1' )' i� } Y 1' . Y ` t• �,S 'f''. " _ -' r � W '■ I r' I .� __c=-•f - r ��' l y '•�A; ■ r ° C .; :. .rj' ''1L5 }' �' P :.• ..r• o� f. F �"_'•- +r .y� _ +' +�' •)� ay s Yr`' �e a z ,i x ¢ - -'r - s-'' _ ,i i Y4 y3 _. . C i Y - , •. '� , I ► • )-� T" - - 1 Y� ,?y Y ,' ti -f. , ) r _ _ ) y r :' , Y• y - i i, tit } -*' >' o-p 7�}7�i _ 1.) , T I'' t ; "• ,•I )3' ' >- j .r t? ►r #° - n 4■i ■ i ter. { 1 a a ■LN r i i Ir. P y: ?• y. a +.�' �'. -s`ti -1 ►.._.}_,--_3`--.! 'r• �.r a' '�'r '?3 ., .rt' 3 • * • y _ .� �, �' - .�: •�.. j, - � t : iy d i 'r.. . .t=' t �� 7� �r - a i '--�- �� 'r:� t ram-- '.L-- v"' G S '3' ; --'i. I � ?' � � y • 6 $ . �•' � c a'i ti• • p ` 9' � • 4 �, ,+• {: �a f 4 7) {s Yd ,- s. 4 +- Y• �. L' 4 �• ,�- T'1 C � � �' . : __ - 7Cj8FB9fIYL1E � `4 'r �s •)"' a .f' y? ;) .s a a •.:� L��J:':'y,' ,"�'%, - (t:Y.7. 3?:'C]ry�L' Y#)-TC7@✓�d41A1�7t7Nr - a . �• r• S' t- r v* ;{ r dF Y' t= J r` Y' P' p' y r' { •, r ,. - Y' K a' + ti 3 F i' - - a' rF ►� ;' - iT' s' - 3' t - - .r'++ _ r a= ;: _ _ � r a'r' �' -°' y � a' c _ i� r" s' 4� z` �` Y ! � r+` _ i` r'' t° r` :�..Y':; ! ►' � � �=r` � ti� c" _ �= S 8 �'- ti'• � _ S .io ,r'- ti'% � F Y �r .�� . i 'L• , s -3M'Rr. .al;T) P()T 7- &PECIFICAT-M, r,Vvc .A ■ Man. 'a,•lura: UT kidu:e: C::•eukxi:r lit:H C'L'id7}•,m'dL,'1r: 1 or, iac Tn. W iwnp: 1:i'A''}i Lens: F(Fkt Temper, Glass) (?•I.T: Po.PrPIWJ Un: Plus; Pole: 2s' llU,• (ors. -_ PoL('o •n- ➢T.P(Piwi-urn Plu:- Nax: roles are mcmted on 3'riwd toots:-s. nxlu'c B ■ Man. ):durr. I1ST e'rniipnM rn: ?;'tL `t::' 1_amp: IJ'A11 T.ws: F ( Wat Tanhrai fi lax) CO., M.P'Plad-um Plus) Qpjaw - %1-- 23' Plan (:oi r. - NtoCu, ..r. M.Pr.T'bd-umTlus; Ns Pnlah v'c--wd.m T uit.-d fMi-x. rn c C. ■ Maia.:_,iuro: Lsl Fv=*: C:eenhicr(W.'A is:m*,P.W-.:n: 2z S." 'W R::W:al:,piia, tlp'.i,ac Tyr TT Lamp: Lass: Y(All l Mtpctd Glass) Cuh:r: MP Plus; llP'.iom: '- 101•: 2: R,e,i C'rn : - PoluCx- m.. M.P-,Phsti-umplus) Nxc: P„I:a,rc wwacdor, Tzixd LG ti-a. -iwtrr•T) 'vim Nau-, TAI •rtnira: (iramh'W 61•h1 [:�fioirni�n: �??ylr' ,JI..'lic,: 'lyi•• i' 4 AA -.,,u:: F(rks. Tcmpa,d Cl>bxj i:_:Ox: FLP iPlu u_,m Plusl i)ptlC1L^: Nr_ :Yo - _M, Cal,r. Mr rMain-un Phwl \,slz: Pokx arorairnlal url S' n<xal ra,li"L" Tim— H'd:.lu''n:lmcr: T 1T ■ 1•ixuc (ir•arlair(ik:H (,!Vier TyPc it lamp: IU:'HA lasts: N (Nht Fanipered Grassi CA, PI.P i Podinun, Mu.:: rok: 26' lips. C,mr. -- PnkC:.l::r: PT.P(plalium Pour` \ecc: Poles are m:t®bd on Y raised foetrgs. Fiintire F 41murri... ter: Ci:mi,•,• Fixilim: 02 W.11 s I Nxh ih,ria-_ W"I 1 amp: iY,H I l d,h NV I Kann! OpUn,: - NA. r"mi_r,n:m: -•mn cd:d IT r h_ilcing, rixmrc a M:uhca:l..:a: 016_• r'im- :1)2 wall.:,twee TN+hihui:.": WT 1-.P: irHR Fkash NV I.r atLrl Pitt',, ( .cul: Na1e. lrnc..m ar =-med A 11- m I FW M H Aisr'tivr-rr. (hudcl I iztnn,: W Wall Dnt iFLLi_: 111"f Lerup: :SOMA ri,"h hIP(Kal�r_IRd-1} err.: ; - Na-c fir.-.rea xemomxd ct ld' m ti�Ino. • ■ 1w-z L•xiaxiP l4*1 Imam, k m'xr,•iaa_vlr uV x,•Ja. h4dir_;t Vlau Ci-1.0 dalad 9 0 ISf}CCLV7DL9f KEY VAN I TAMIRM 130-0 1V2YAi![ P1707CiND(.L' YAUX L%l L"LL-g Systa (Inds 1(.Y.Ylb.111iaraa!(rant 1i6: Aly�u1u shed C6,--rw'. ()F l""112 an l.a.rdrh,, CA Cd377 (1_ii (3131)51 )3" tits (319: 35' }C'BA faf n•2, STAT1Sri C6LAAEFA SUAaMR)' Crid Ivry-• I Wrr ,,l I lmminanrr. at'inidi prM,_ Grid L'=iu [a,`1c]uditi .1r• liww Min n.m.Vin .V.:,>�Miu O• ndl She 1iAll p7.e3 stt:Lwal npx 7.13 l.:O ? i)s ?AS TM,aradrxb - calcuk.<d i wt v:ba will. puhli.i,ol MS - -Wi:r. Ih tlx data os aslered dY 11se':.aeJ. flue anaksis , hm"d •ou trim=. Lt, pher•_metric data. liph: less fazors m 3efine•_ m the LL.F 1'at_e. 171is :vatysis is i madwnath-al : -.o&- cfreal llfa s.matki r.:as3 it cant* oul :a K.—d- Iho m:dd italr_ Cni-h .:si,'uh., n xy v / fro.,s:f.uxl mcalJrr w, in caud. A..:aiv�,_ sr.. (-ur is n:u rr,:irilV;: r.v icdil :•.ilryd :L-4iti re, chic I,: I:r,rr:hxllml c:mltinnlwx:s :•r .rh,r anriahU. .W I L jar tit7G f'iGJ'7 SRCROL-P 1=� I Shearer Che vrolet plardryllz dixii9a r.W I?P.^r•J• rn •1.tw:aea F•o' _1 RTF/I.S' d I.4., S'1M^ CurAvullerr// Fieyirs,•crr, lrcc. sR ;w:ca>tr /64 Aleeirr. 57rerl, Gb(c/srrCrr; iirTru,rrC USf46k Road Construction Notes (A.�. ro mwt asar ropy to owkhe a+m ) 1. New road shall be constructed to the the and grad shown on the ahewhgs fie read and utN/ty /ocgthns Mal/ be t)pled/y dfodd unless otherwise shown. 2. Method fa construction of sub -base shall conform to Vt. Highway Specs. (1990), 20J 12 "subgrod" h all respects or as determined by the Engher J G,-W sub -base for povemant shelf conform to if Hlghwoy Space. (f99W), 70405 Mbde 704.05A caasa. 4. Lew/hg cow se shol/ conhvrn to Vt HIghwgr Specs (1990), 704.05 table 704.05A, 6ne. Should Mall conform to secrhn 704.12, Aggregate for Should- 5. B/tumbous concrete powmwt shall conform to W. Hlr�ewoy Specs (1990) Section 406. Bhdr coarse shall be type l aWd fhdsh washing coarse shall be t)p.-W. 6 Any sub -boss or subgrode disturbed by Conn acrar, or rsodwed ansu/fab/s by crostucrbn machhry shoe be removed and rdooced with approved gra oar boddd/. Sub -base shall haw 95X of maximum compoctkh density before rood construction. 7. fie Contractor shall be nWonshle for al/ compoct/an tests for the rood, famdtlons and uhilty benches 8 F#/ materfa' fir mod embankment [half be approwd by the Engineer. FW shall be placed fin 6' At and wetted and compacted with sat/sfactory canpxtlan equ(oment the Contractor shW perform 2 c Wacf/an tests ewry 100' of the /knits of Me 69hg opwatbn and shot rscompoct asoe NM /ens than 95W of moxfmum density, (Standard Proctor). 9. Ww appllaooe, the Contractor ehd/ follow Vt. Highway Specs (1990) Section 20J 11 for P/achfg and eprsodhg smbmkmwts 10 Rood h 9/ sectbns Mae be placed and compacted a mhMren of J feet abow top of my utilty to be hstdW,, before trwch Is excewted M p4s pAawnent In trenches; and cut secthns the Contactor shall pmdd all necessary sheeting, Morhg and brxhg to mobtoh oanpha,co Nth al OSHA/WgM regtdatkns ff. Sand eW Mall conform to Vs t Highway Spxnkotkns (1990) 7030.1 toWe 20103A A'OfE : /. Aver rebeaas to rorr mah. aid/ he h aacankrfn .#h Me 7acaerwaaYd etarwaaY Ash e..aDe .owe' .o-caYwe to Nero ebwbde. Y Sews Moor b bar eteat-aft hart 10 Aetaw haherosy even y wrrhD a dP to d ox&* bs drtaea shoe b tins, Me oe, ro edge n a dWoac oawfot b OP. dl Me m. pOee Mors b MfatwO o.radYN ro Mee. rip. awrofA Woter Serest ealkfr ao'goaafed 18" Min. i 6' Wafts M rote- (dww 52) erNw � Sever .9.a'. uarfD .wen rnohe .Are b aM b tw � � eve! 1l at- pow bi.e, ro se t s,d w Ae a poref flan Me Afrmaw ,kb+ it r Ye be dewpwd aw mwbucfw .Word to wale, At. vend Mae b saw fo earn. sarrfyY prkr ro eaakfasfD Sewer / Water Separation (- Detail N.TS Anchor ou of u !sus !J/TS' okRw 2 1/21, JIB' ears lad. saw Mined to fet. over .Re- error eve ww on seoww h pan - bV w/0 morn /4. 6uNid Arp of be." war/ eyefr,w "ane aM twt d thdbb.md each ' Section Elevation Note A Mrwst Abak shoe be hstaMd of oV ..t-.h b .* red.- eel aP+ and less J/4• anrahed thaiferbw el eW.h.xrnr ens ke /e+DM d aloe F e•me. fib Hug bwrd .ore -.ash EW-ft.aws ' (bpko'I Vo/ve/Deod End Des wsw,t Reducer MfaMfwded eIF I, pRoftl. Pj/ J nrY () naIewe dat. buret aeon OPW6, NOW f , fxefef b.ad a���yy c ro Mora ewe rote- .'.+ �{ torte eke of /Irfhge GhWlurbw sae Tee 90', 45',22 >/2,' or 11 1/4'Bend Thrust Block Details N. T. S. Mhlfreum Area of Bearano 9arfoce of Concrete lbrust frock (n sauare feet) ."4'' e• e•eve aMarHw0.J .w �e .. supwWO-1a+n.'. d m:. : 0.1 J 0.J 1.0 1.J 1.0 QS 20 25 1..5 1..0 A0 S5 30 k3 Sa wwwv lgWO t0 !.a 'a to a3 30 A0 20 I.0 A5 H1 33 20 la to 75 AO 44M LO l.o J.O 1 LO 3J SO 30 IJ HO S SO 23 tS HS /a SO 3aa7 /.J 25 45 0 t0 S5 73 AO YO RO l30 7.0 3J 7. IS HO IOQO 30 AS21 O 20 )a 110 HO AO !HO !A 70 JS .we oar 4000 aaD aD Al. co, s .hd b Cm LI r.pMdna non Yn ds,rW .w s.f.f Mpg onw e- �wlY�sw ew,pwf w w.eafs4 r ..w / 0 1/4' ro 414' .ear. aeon smear mW.eW 2• RNw sramw Arrwrbr 1 Fr -Way lbw w+ I/�• ro J/4• mw+.e .r... sew aaro,Y, ores - cwawn.Aed.m 2 1/2' bit on. 1" Tjpe /V 1 1/2' type // see site Alpo for cross bituminous concrete powmenf Mr.rr. ,Aical Pavement Cross Section At TS Dr2' 9+2' wfafv ro acme _WW wfeM ro e.M ..rats _,ef 'rooiil � � lb ambxm-.esb paw 11pVy ekwMY sub YD � eaaf�,rwfav .+s "ct ,-h n. ' I coreYsqe- smdom stdslanat p9roor p9roOcX ea .wdrom.i. sl.ehaor a PromcX rd tao p}8 . cawbn.ee.e.dw 4�na'` er`.r/Yeaars,d. P' wre,wf.pw m '.'. 1P9ro'5cXr >., sew �.04 .ferew 4 2• elpef RX.4 n � } . gar rem w1W wwwawwd I . . . Fa!form p4fw w. asp, ler4or owJ/ +ro4rw d hA'ww°af'we m�i: °ins Sanitary Trench Detail /✓TS ara.aro ..atkn "j$ qP..w"�i• Rode &,..*a a bM L ewe .roar ,wfa I e Oev aW AW for JO' let aw le - eW, e I u mneete,allAW tIAIe, q y. /1'fo 14' ---_--�\� W P/07 A/ttamots Cannsct/OW R.hkraw NOfeir Tw Able to b puxhed 1. match hdb. h skint Ap. J/B' pdfontw Wt. to b Awnl,0.4 . e L.qM of roe Para r w d to' W /2° ro M" aamefr ph,. hduM. ed W ♦ 22' to JS' M 4e' damefa, Abe how he H 2 Skit wetke Ar lY to 24• dbnetr phw Tw h.A." ro be maW h arw pA-.. 2" 8• J SY41 -a- Ash JO' to (8' dis-W P*. lb/ro /2 co sac h k.*e Y be mat Arm tw eheero ,bbod JIB• Dal afhed rb.ro o AWA, line .ash E7ewtRon A Ca,-*� -a- ooma' pate aw tore plate aYncto ern to b .ew gabs ore wk" aw sad, to be .� Lw wf. � Bknwaskrs sew Bath" Y Ifw fY J 1 Aoe pet. 24• 0044 9 13 8 4/ 48 2-e 1 tSCk41 �tTG7 End Section Detail ntJ Storm Trench Detail N. TS. Construction Notes 1. The Canbectcr wD/ 6e m4oansWe for al construction of entsr mah,, stain and wnXory sewer items os shown an the P/ans. He WO/b. re.pansWe for all necessary odq,tsrs, 6tbngg etc to me" connections to the exBtp,g and proposed utBftdec fie Cm&w1or shoX be respons/b/e far d/ work shown or kywled an the P/ms and/ar MAvanced 0 the w0affeebons and pamXs The C t afar shalt sobmX for approve/ by the Engheer a# t)pw of moter/ds and products used. Water Main 1 Me p4e (cr water mob Mal/ be dc1Ne km doss 52 maufwtured h accordmos NM AWWA C151-76, or PW a P(s OR 18 (Schedule 80) AWWA CYO , as noted an the dowings. Alf p4e shelf have Push m tjp. jblhts. Af/ Xtthge wiw.R etc Mol/ hero meolarko/ IhWs. P4e 8tthgs sod/ be manutbctured by aow, US P4m .,bhns-M-,W1g or opprorod equal 2 All p* a she// be hstold h accordmco w/AWWA C-600 The Pips shall be kept fine of fcrefgn matter and debds during kstd/ot/on. Mhen the process of p4e lojhg has stopped ashy qv -end of p4e shall be plugged. There shellf be a mhhrwm of 6-0" cover over d/ p4s and ssrrke /hes Any p4e de6ectkn shall not exceed RRy (50) percent of recommended manufimturer's moxknum dlectk n. 8o01W/ mete and ,procedures Ma// be os dtgld an the drowisgs fie Cahoecla no// be rewah,,b/e for any and d/ sheeting and/a shoNng necessary to comply ,10-WA - WWA regdntbns J fie tmthg of the water main she// consist of the testing of of installed p4e, serHce.R h)dn nts etc The testing shall consist of o pressure test folloeed by 9/edroge test All testing shall be done eXh pot nod P�presence of E 7 The Pressure test cansbts of mahtahnh a mbknum htwnof ppptoe pressure of two hundred 200 C hours Folurs to hold the pressure (+/- 5 p ) fa the spec~ thne constitutes f1A_ of me test far the part-1- -1kh of pre. fie leakage test shay be conducted for we (1 how. Me th,e for the /eokoge test may be bolded with the ties of the pressure test Dwfig the leakage test the quantity of water necessary ea -Wain the lading pressure of the sjatam Mal be measured. The /eakags aid/ not exceed the d/owab/s vduea as shown h, table 6 A#WA C- 6O0. Taff- of ony rest sectkn ell necessitate rq-k oM/a rplocsmsnt of the taped secrlan. Mbrkhg pressure and test pressure shah be detwr lased ,6ht/y by Engbear and loco/ ggomwt opme, A OWl Wtkn of Me sptam ahal/ be-.4.9.6ed Qllr bin -ter nah has been saaa-W), preuws fasted and thaaugfh/y /krah'd Ddhf-h- shelf 6e h oeemfineas w/AWWA C-801. The _1h d of dishfsetbn she# be qw-.d by the Enghsr and achy a&er a vniol- of water f- the nuahed ashfected mph Mows no ew6Wme of bactMdogko/ cantaJnh.11m. Us* 50 mg/l roar 24 hours line concwbutian must -oh above 25 mg l.. Tabbt dfsinhctx» is not accaptaboe Sanitary & Storm Mains 1. me 74e for sanitary sewn and stem Mal/ be PW gmHty sewn pO. SOR 35 (ASTMD 30J4) Nth rubber sedhg rings. A# p4e Moll be /old to the line and grade shown on the plans. 2 The installed sanXay sewn p4e Mall be law pressure air tested he the pmsw;w of the Engheer After p4e deanhg, the p4e sectlm (mahale to moMde) Mal/ be tested occordbg to the fo0owhg procedres: An htema/ p4. pressure of 4 pounds per squat inch greater than any bock Pressure due to o water tape Mal/ be orsoted. A mhknum of two (2) minutes shoo be allowed for hmasroture stabli2otknfie pipe ssotl n Mal/ be cans/desd o PI.N. when, tested at o pressure of 3 pounds per square Inch greater than my bock ptemun% the sect/m does not lose ak at o rots greats, than O.00JO cfin/a f. of fit m W p4e area. Separation of Water and /or Sanitary &Storm Mains 1. No water mph Ma'/ be closer than fin (10) feet to wy sanitary sews; storm sewer or sanitary mmhole and Ave (5) het to any cotch bosh. Prowde mhknum of 18" wwtk& separation between water mob and stam/san/tary mew [sting and Notes In add/tkn to the obow rsquk-snt; all water lines and sewn/h., and armholes shot be Maaugdy tested by the canbactor in acccvdence Nth the EnWwnmantd Pmfsctim Rd- 9/10/82, Apa-dix t Secthn A-02(✓kW) and A-04(G&Y) Nofr A# crosi chim Mal/ be ocoanp//shed m accordmce Nth Me staMrds set loch in the latest sd/tkn of the pudic works eped6cotkn of the Town of .South Budhgtm and rehs'aeced spec/8cohms h the cane of cm6kt the more stuhgmt spsc/Bcotka Mal/ apply Cmtoctar She keep a log book of of least Mree sehq ties to s-W- /acotkan and any pohts of dll-il- or water mph 8fth9s Books Mall b. fumed over to the Amer upon occeptanov of wok. 67 wt/ans to the top of -W- Mad/ also be recorded NOTE." Tap may be mode directly to dict/e iron Poe. With other p(oes use either 0 coupling containing a factory -tapped brass bushing or use o double strap service clomp. All tops larger than 1' reqube the use of bronze saddles. All brass unlons and adapters shall be Mueller. /-Access cap Toescopk curb box, buffalo type Mueller H-IOJJ4 or $ Tgoprng sodd/e oppro-o' equal S Clow F-1180 ((a d./.) New corporation stop Muo% E F-6J50 (for Pt2) H-15008 or approved equo/,;o p.+p b° �eM Curb stop Mud/er 8-25209 w equal w" m"OvieD" e'rd °is pe1wt ewes Wbt seMc t kWoter O At main bus mafrb' see/ uMe- ndlsturbed sol J 3'. 95X ROX 8"xl6'x4'sold concrete block e.wf Mrs owy a' stmdrd srmdord h 1 aM Pmcfa I proctor �} Water Service Detail era -0 0 1W N J/4• N. T.5 pon.✓�wadwow a aarwe ear e' 6�' Werra e.%areeoat~ merwuW F .veer PDw as saw �' a J/4• ro .e/i' aarwd eta» + fw.a `"6 ewe. Anne S 2003 1IaM dpt caronero b " a.t...ww a 00- a Jeer craw b aI pp. law..w.r..e Design Mj Details (I,3rYAsd s.of.H Drawn EDM/./7F Water Trench Detail Checked N. TS Scale 1 =4O• l h A�%rAr / - h A �. 1 (� Erosion Control and Construction Sequence 4 fie purposes of erosion control sholl be discussed with and approved by the Engineer and the Town of South Burlington prior to any clearing, grubbing, stripping or construction of any kind. 2 A// erosion -control -shall be placed as shown an the drawings ar as ordered by the Engineer All erosion control meosures shall be, at a minimum, inspected weekly and maintained to AdAl/ the intent discussed above. The Contractor shall maintain the erosion control measures until the Engineer is satisfied that permanent ground cover has been established and that further measures are not required. J. *hen erosion control measures are deemed no longer necessary, al/ materials detained including silts and construction debris shall be collected and disposed of in a manner acceptable to the Engineer and the Town of South Burlington. 4. /f highly erod/b/e soils are encountered the Contractor may be required to provide iiite matting, gab/on or rivet mattresses, rip 21/2'spuen rap or other measures as necessary to prevent erosion. The Contractor shall stockpile hoy bales to protect, at o minimum, o// J• as rows' work In progress. All &Vosed embankments shall be topsofled, seeded and mulched as soon as possible after construction. 5. The Contractor shall use water and/a calcium chloride f%r dust control Ale Contractor shall also sweep Bartlett Bay Rood as required to maintain dust control. Steel stakes di/van on downstream side of fence 91ow lane or MkoB Envkofence MiroB En fence or U-17 100, /Ater fabric F91- fabric on upstream side stop/. fabric to fence Form 71" deep trench Stoke A lay fabric in bottom once cover with grove10, Bd/ost flow 7F I i E U I� I To be /nstd/ed of 50' to 75' Section A -A I� I ihtervol, dg -oling an pit,, �J fl or as shown on Plane AJ Tivica/ Temooror Silt Fence Erosion Control Barrier N. T. S. Use high strength non -shrink graft 185.0' (pond overflow) grate/- welded sled trash -------------- 184.8' (inaebnum water surface 17 rock, contractor she/ submit shop drow/ngs for pprovd -7ewsTion ar-Sg man» a enlT------- -----------j=-- -- Abte Mnaw be e" of ift era ph. 6". y`.. �- Waterproof sad witA .,M doerf 4-d wb.rs. Wet A T i I non-shnk prout.be BtrW NM a tp/M .wetkvr T�I� IJr01ht.ke AOS NI? tp. of18` hNt B be fitted Nth , flat.hare- oath fpsIn/et B, Invert 184.0'1Bi50l835'normal water surface ' - ��• now out—`- e/ewtfan during sine/ stain ~17TIM- Ah9, AW A o ..Be -LW ppa /Met A, mat � 5' r Mostia O` ring SW hpt B 20•?"t of J%W A • r or buly/ rope. _ _ 19Z.0'.(boflom of ?6" 1 0bhk baNf by 01 cNs.de .over staim tsi tics I 4?" _ 4 8' mhknum sump - arr,wes. a Asa yr 414" n • M,�,yepe y p„p�, > -6'. M ai hla bos. .fife . Lha6h,IaW mafwM Detail — Stormwater _ Outlet Structure N rs th. ~4 1.9 0 1a' diem."- cJerrtko' sk W ho{ J=6" Mad .IM cwxr.ls C.I. hvn- s5ae' a 1.99' m psa omah`d by .s'skt t I t{ d Gdtlg wM slat be ft?i~ .IM 0 n n ew � errhpa nw Gam' WJ—f ro e 9vn ehae" sWlloed .aA o h— tad e+d hues tad to suapwt Ms pot— r alb.sfr pole pan /roe be usW , pane 1.,g- Mau 4 reef. D pica/ Double Gate N Ts. Tree to be set plumb hoseed zbbx� hose \ Temporay landscr;oe sod soccer Plmthg mixture Finish aode- 6" compacted - p/onthg mixture Ex/sthg 250 lNet cYe'r� w-'-�- 2.05 ma=ham ,Ior cdwlMn or 1.6a hat Q 0�51 u9 ewrtlnwn evw os+Bfb'f r., 3 ,13 kWt G O-am 14 0.70 025 000 OW 010 0.15 020 0.2 F/—(. - ah Crown to be pruned as dkected by orchitect - do not cut leader �Guying motor/"/ (Cuymq wire, 3 Per `(M peen fat n v 9YpM W —Io' h /O' .bnfr c/N,dYcW ahos ✓Ado Y-e' 6pW NtA cram" Gan soots e.aY M 1.WI1p- 00 p6e aemM'ed by fig.&�F><i' fo .vary pen sto M ,I M. f r- v brac. rod .ed frvsi rod n saa—f Me puns T d h- 4 �t past shW M used Air gates b9w thin f TMiccl Chain Link Fence N.T.S. new oro 9 gala 9 —w 2' �rtor F'G E/ev. I920't _ a... 191.0't iunk transition ilev. 1901 t Provide 8' wide, 4" thick layer of rigid stpofoam 6" Insulation for 100' from Shredded bark mulch, end section 3" min. afgnfh New 78' AOS-N11 stomr /ere. - LW and remove any Mahtoh 18' verticd separollm M-1886t wie, ro✓/ budop back fiwm top 1/J of rootbdl before back"11,9; untie rope Bev. 185Oy from trunk (ossumhq Existing 76" O./ water main 6' cowrf —)ree support anchor Note. Remow at/ non-bA degrodob/e moterid Gann plant pit Tree Planting in Landscape Detail N. T.S I Memlo-e my Mum ,la. ca,d/f.M r.- AYn A B and G b O-a95 c& Storml"Water Main Crossing Detail N.TS -- dmf cunmente Design /A✓ Details Drawn M/.RF Checked Scale NT.S Shearer Ch e vrolet Dote AbrMMr 22 201V1 Project Shelf— Road south Bump ton vein X"RS & "WSING Cowulfing Engineers, Inc. `- �+ 16A .fain Stree4 Colchester, lrermont 05"6 CJ Or t�rr RAILROAD IRAMS Prl'wfe force moire moy exist odocenf to ro Yrood property A•tvw. _ semen � of t wed State of KWmont (/mead to New &wand Centrd Roiinod) aI oe.e anxgw� � _ 11 �fBF RAKRO,Ia 1RALICS J2I4� "' - 2� 7 -.. - 1 -276I62'1946 f4 \ ----------- 2140'_� _ dmq .3'l f&YIJJ �J oco♦ 70' Right -of -War 1 I a d* Wateradh*t Eosanent � Lbm ow�alew•e� � +�_ _ - _ 150'U1i/7 CentMine Vol— 721. Page 163 ly Easement I O � Yoy 1, 1975 - 1 � / �,....,, Of Sberbb Yb4fine 5rt2 Po9e1S3 _ ✓o/ume 109 a 1 - - _ - p W 487 - - - - _ - _ - wry-,w. --•----. • �_ :tart r`w7Av----' - -_ - � .w � - � ' - — _.� _ •�. sr... 25 Access Road urt � / p I 1 1. LYty of SouNt Bltlryb Ahytan \ ✓otume 542 Poge 253 _ Adobe 9. 2001 Shearer Cheirolet CoMpanv /nc- _ Aroa - 1210 aerm 10 ✓eg toh- Swo/e E---t 2R l%6 Lary of South Otav! JWA— Sh - og. 2- udume 542, Pope (Cev.W1a/d Yertgerg.) \ 1 atob•- 9, 2001 Vaiwne 114 POW 463 .6—y 1, 1975 \ I .W F. 9heos 1 1 � 1 #IV A -^'-----r----- OI MAC /1 hbldhgd, LLC NIN 1 ✓Wume 457, Fog. 584 ly 7, 1999 Nofth Mogr,etff 11 1 1 1 _I 1 Q 1 \ 5' Und ground Uldity E---t I Odor—t to Bartlett Boy Rood 1 Given mountodt Power Comp. 1 Vol— 89. Poge 4.79 1 Nowmb- /a 1989 5'ae EosM,lent far d cnj At 1 1� 1 1'. 1 1 1 elf 1 1 EA75)bMC dA[FN4G bWrr a�rrc. f -4 1 Awn4 qpw. fm Jil�i bM•r ant. marwnrint UI/J 1 A•w4 sr Jri� d LUSnNO BULaW e Md I 41,996 sq. It. 1 1 1 1 1 \ 11 0 -r aw.ywreWp.f I e Co \gl • • >.r As• R..s aro.a •ewnwN A>w/ � C • L1bNM14 Aa+r/ I N 4577' " W Route 7 —A 47.00' State of t*Mont ✓dune 482, Poge 310 ¢ August 14 2000 eA4 :12 1 •v2 °"Xna aaa:d .n''a fsr m —r IV1Bt72'4T Or;gmof 394+W0 395+00_ State of Vermont 39M00 399+00 4qp+0p of+OD IO2+00 .0,}+00 IpA+Op 405+00 .( _ 99' Right of Way _397+00 _ _ y — — -. — ro SNELBURNE Rout 7 ro BURcdvcraw —z State of Vi7nar/t — -- -- — Jall -- -- -- -- C9N— -- -- �� -- -- -- r Mop References 1. R—re 7 RO. W. H-s - Sfafe o/ Ra,NcY r Aqw+ y / T apabfkn O' 25' 10' 100' 110' 200' 750' 51,Nburrro - o, BuNin9M. r F-fGC-019-KJ9f, dare s//2/9a SMeh Ml - 84 o/ 127 2 YA P'ar Mbhr Dw— - Rny' ,e- f-ft - Rgo>rty a RW a R Jrin F. SM>ar' [� DY A'mbwr A>axbh>. hc, Propcf / fi9J6, ohc.iq 07M Mhd 7/IJ/74 Bor JCO% 1 = 50 3 te> 1 PA., M Mo--,sr r ,—e Spun arrd St— C—A*o Rwtaro ; ey Lamw�-r J Pelham Cms4M9 fn9h>�a Mc.. 'l d 1%251XM,, recnnWd is L,ga YOh�m• 4 pg. W+ far .tx9/�or 1 1 1 1 1 1 1 1 Original State of Vermont a 99' Right of Way Sd d > 1 oat > • d Survey Notes ,. AA e.arrg• an m or d and am e - Ai r . Ah-M. M.'Wk — 4 gyra.AnorWy 15' •.ef a AsfrarwaE NrM ew Mrtl> R LwMrp 5 n—, of 69F RdfA: 2 A eb>ed Mewse •s> amp/et>d OetM. 2q 1935 o>hg a dWMWit• -d W `M k W10 mst and a etW lope AdW W >ur Ag . cots vl> h 19e7, 19M I991. J"4 aM May 20a,. Boundary d - Notes 1. the d.>aQfAm> p them Mds and /M eNand sodphp w Me 9ramd ... aa'nea4d as mp.d e0 1. fo pro.We /hW ni. he>✓^da molt /- deM and h mmy — arts e/fq PhlekW mmwr.rforkvr. Wi.. cmRkh fNfewn MYIkW eMdno ord mYM eNMc• a. w.wrofA.: dem and/ d-w,w,f> eMWd M ..salted ro Whwoh air oob- o/ rArh a aw�r. I fkv>,menr> haw D.ei wf h and on rM D.—'b ..•-e ata•n - M• pbf of tt .w n.edd ro .w. a Aahr aor ohHrMm mown.rha J My fwwwy oYremrigfAo; rm..d w ai..a a abarm�h ..o.wd h M. Pack ..earvs er WrAH rro• a rgfrs ... cmwl.a ro Me w'Ao,. s,•a� a tits ryhn h M• Amd> of MM•n 9mar di4r.4• aYeealeC Y e..eArf ro ear warx � Ayel'fy N Maw NMr o- abMnwh Ware M Am✓ o dx+vm>nh as AnMga>NY uecv/M or malts o/ be o- c-fah arara > on/orFa+s h o- asrtoin a oro OamJ qmn e'rarlsoua cwncbefon> o1 k•. Men M. hdrorw eoardab. m r r»r M wvw 4. Its eawday drremho/bn and eoondo-Am .Mown oro a- m ,Rct fo M• x Y -, h9WRy a /eN M —Natty o/ Y F - a p-rw •fro Profwwd M• "I of mety f> yreoM'e a cmd.m pgrNY a ryhh h off a - �qNrf 3 Aay aY tc an M. pbh o, y of eoa Y AMq oerer e4ma1aw w,v/w of ear•rd.y Mw hr A•w.n M - •.e Aawr d by rom amesy e. IU eeMt of f/H •IM1[/ >f ool.'w POWsdaa W oM•• wwRM do>n> R Men A. o- .m mM Mw eeevr A* N~ .ne«. Lrww. Ja Mar wrwr. Msw pare o/ �. y M sear ro -y wawNMd abAae a .g+r> A,>,•,yfAo, h.- Mew as o< rare hdhaew o, rnb par o/ r fib pot o/ Y b b fh• aoN uw o/ Iw/lan .Loom Me e.. ey efn.r pgowy ow.aa prwr• a mwkpW tr medAtdlr w-da�trsa d Rwcad p o oMtty ea.ewwf Ar /M fwmAY o/ AYe fn 1Wq.am T✓ JWy¢A (b. eaa reeVWM h 157 WMrme ,57 P.p. STT. LoroOw of rna w•.n.,r re fna r � C State of Vermont WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT. LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 16, 2002 Case Number: WW-4-2058 PIN: EJ97-0045 Landowner: William Shearer Address: Shearer Chevrolet, Inc. 1675 Shelburne Road South Burlington VT 05403 This project, consisting of constructing three additions to an existing car dealership and maintenance building and constructing a new 14,000 square foot building for similar purposes served by municipal water and wastewater services located at 1676 Shelburne Road in the City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. 1. This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Department of Labor & Industry — telephone (802) 828-2106 or (802) 879-2300 and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans which have been stamped "approved" by the Wastewater Management Division: Project 00124/86133, Sheet 2 "Utility Plan" dated May 14, 2001 last revised 4/8/03 and Sheet 5 "Details" dated November 22, 2002 last revised 9/24/03 prepared by Krebs & Lansing Consulting Engineers, Inc. 3. The project shall not deviate from the approved plans in a manner, which would change, or affect the exterior water supply or wastewater disposal, building location or the approved use of the building without prior review and written approval from the Wastewater Management Division. 4. The conditions of this permit shall run with the land and will be binding upon and enforceable against the permittee and all assigns and successors in interest. The permittee shall be responsible for the recording of this permit and the "Notice of Permit Recording" in the South Burlington Land Records within thirty, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 5. All conditions set forth in Permit #PB-4-0939 shall remain in effect except as modified or amended herein. 6. By acceptance.of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. 7. A copy of the approved plans and this permit shall remain on the project during all phases of construction, and upon request, shall be made available for inspection by State or local personnel. Wastewater System and Potable Water Supply Permit WW-4-2058 William Shearer Page 2 8. The Wastewater Management Division now reviews the water and wastewater disposal systems under 10 V.S.A., Chapter 64 — Potable Water Supply and Wastewater System Permit. WATER SUPPLY & WASTEWATER DISPOSAL 9. No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater system until the Secretary receives a certification from a designer or the installer, signed and dated, that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with the permitted design and all permit conditions, were inspected, were properly tested, and have successfully met those performance tests." This shall include the water supply system, and wastewater disposal system, water service lines and sanitary sewer lines to each structure. 10. The project is approved for water supply by connection to the municipal water system as depicted on the approved plans. The Wastewater Management Division shall allow no other method, or location of obtaining potable water without prior review and approval. 11. The project is approved for wastewater disposal by the construction of a connection to the municipal wastewater treatment facility as depicted on the approved plans. The project is approved for a maximum of 2,015 gallons of wastewater per day. The Wastewater Management Division shall allow no other method, or location of wastewater disposal without prior review and approval. Dated at Essex Junction, Vermont on February 25, 2004. Jeffrey Wennberg, Commissioner Department of Environmental Conservation By gl IZ Ernest Christianson Regional Engineer C For the Record South Burlington Planning Commission & Select Board Krebs & Lansing Consulting Engineers, Inc. Water Supply Division Water Quality Division Department of Labor & Industry KREBS & LANSING Consulting Engineers, Inc. April 7, 2003 Ms. Janet Hurley Associate Planner City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Shearer Chevrolet PUD #SD-02-79 Dear Janet, Please find attached the revised plans for the Shearer Chevrolet project. 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fax (802) 878-9618 The following details our revisions in regard to the conditions attached to your February 14, 2003 letter. 1. Indicate the type and height of fencing to screen dumpsters and recycling containers. A reference to a detail was inserted into the plan, and the corresponding detail was added to sheet 6. The dumpsters and recycling containers shall be screened with 6' tall chain link fence with green mesh fabric. 2. Include a planting detail A planting detail was included on sheet 6. 3. Incorporate recommendations of the Heindel & Noyes report There were no recommendations from the Heindel & Noyes report dated February 10, 2003, a copy is attached. 4. At least three tree species shall be planted Two additional species of trees were added to the landscaping plan, White Pines were added to the south side of the project, and Little Leaf Lindens for the area in the rear parking lot. 5. Trees shall be located to allow adequate rooting space. The trees were spaced at a distance of 40 feet all around the property. 6. Additional or relocated trees shall be planted on the northerly side of the property While increasing the spacing of the trees, more trees were moved to the northerly side of the property. If you have any questions please feel free to call at your earliest convenience. Sincerely, Ian A. Jewkes P.E. 7200 enclosure KREBS & LANSING Consulting Engineers, Inc. April 7, 2003 Mr. Jay Nadeau Superintendent South Burlington Water Department 403 Queen City Park Road South Burlington, VT 05403 RE: Shearer Chevrolet PUD #SD-02-79 Dear Jay, Please find attached the revised plans for the Shearer Chevrolet project. 164 Main Street Suite 201 Colchester, Vr 05446 Telephone (802) 878-0375 Fax (802) 878-9618 The follow details our revisions in regard to requirements outlined by your letters dated May 4, 2001, May 1, 2002, and December 12, 2002. 1. Notes added to plans. A. All Construction drawings and plans shall have a note stating, "All work to be performed in accordance with the Specifications and Details for the Installation of Water Lines and Appurtenances for all Water Systems owned by Champlain Water District, the City of South Burlington, Colchester Fire District #1, and the Village of Jericho." B. The South Burlington Water shall be notified at least 48 hours in advance to shut off water service to any building involved in this project. C. The South Burlington Water Department shall be notified in advance to locate and mark all water mains that may be involved in this project. D. The South Burlington Water Department and the Engineer shall be notified in advance to inspect all fittings, taps, crossings, and thrust blocks prior to backfilling. E. The Champlain Water District Retail Department shall be supplied with "As -Built" drawings of the water system upon completion of the water system in the form of one hard copy. F. The South Burlington Water Department shall be notified of any changes to this project with revised hard copy plans. G. Water line shall be located prior to excavation of detention pond. Pond slope must remain 10 feet away from existing water line. Page Two Mr. Jay Nadeau April 7, 2003 H. The South Burlington Water Department shall turn off the water to the existing building that is to be removed and shall remove the meter and remote at the time of disconnection. The service line shall be cut and capped immediately after the existing curb stop by the contractor. I. A new water meter shall be installed prior to any new fixtures being installed in the existing building or the proposed additions. 2. All details shall be modified to those in the "Specifications and Details for the Installation of Water Lines and Appurtenances for all Water Systems Owned by Champlain Water District, the City of South Burlington, Colchester Fire District #1, and the Village of Jericho." The details have been reviewed, and modified as required. 3. The new water service line size should be indicated on the plans for the proposed building. The water line has been indicated as a 6" D.I. water line. 4. The plans shall have a note placed near the detention pond on the southwest corner of the project.... The note stating that the pond slopes must remain 10 feet from the existing water line has been added. 5. Backflow device for new building. Added note requiring backflow device for the waterline service to the new building. 6. Detail of storm line crossing Champlain Water District 16" D.I. water transmission main This detail was added to the detail sheet. If you have any questions please feel free to call at your earliest convenienc Sincerely, Ian A. Jewkes P.E. 7200 enclosure C DEVELOPMENT REVIEW BOARD 4 FE5RUARY 2003 PAGE 7 The applicant war, not present. Mr. 13elair said staff has no issuer,. Ms. Quimby moved that the Board approve the request of A&M Construction Corporation to extend for up to two years final plat approval #5D-00-03 dated 3/7/00 to construct a 10,500 sq. ft. office building, 1045 Hinesburg Road. Mr. Farley seconded. Motion passed unanimously. 10. Public Hearing: Final plat application #5D-02-82 of Magic Hat Brewing Company to amend a planned unit development consisting of three buildings on two parcels totaling 6.73 acres. The amendment consists of adding a 25'x8'x8.5' tank, 5 Bartlett Bay Road: Mr. Johnson said that in order to hold some waste water prior to releasing it to the sewer system, they were asked to put in the tank which will be on rollers. PVC piping will be attached to it temporarily until a permanent system can be found. Mr. 5elair said he got a call from a neighbor to the north who was concerned that his employees have been complaining about odors from the brewery, especially during the summer, and also about a film of yellow powder of their cars which seems to be coincidental with grain deliveries. Mr. Johnson said he learned of this at 2 p.m. and is prepared to address these issues. He asked for time to look into it. Mr. 5e1air said he will work with Magic Hat and the neighbor. Ms. Quimby moved the Board approve final plat application #51)-02-50 of Magic Hat 5rewing Co., subject to the stipulations in the draft motion of 4 February 2005. Mr. Farley seconded. Motion passed unanimously. 11. Public Hearing: Final Plat Application #51)-02-79 of William Shearer for a planned unit development consisting of the expansion of an existing 44,530 sq. ft. auto sales and service facility by adding 26,358 of building square footage which includes three additions to the main building and construction of a new service and repair facility, 1675 5helburm- Road: Mr. White said they are asking for the addition of authority to allow the project to be completed after 2010. That will be after the widening of Shelburne Road and will insure there won't be any business interruption. Mr. Belair said there is no time limit as long as work is begun within 3 years. DEVELOPMENT REVIEW BOARD 4 FEBRUAKY 2003 PAGE 5 Mr. White Said they will do the Stormwater System first (2004). He briefly explained the new system that will gather the water in catch basins in back and then release it into a larger pond. This meets all the new 5tormwater 5t3ndard5. Mo. Quimby moved to approve final plat application #5D-02-79 of William 5hearer Subject to the Stipulations in the draft motion of 4 February 2005. Mr. Farley Seconded. Motion passed unanimously. 12. Public hearing: Application #CU-02-29 of Ken Desmond seeking conditional use approval under Section 26.05, Conditional Uses, of the 5outh Burlington Zoning Regulations. Request is for permission to add the following uses to the list of possible uses for the multi -tenant building: Rental of equipment and miscellaneous items, indoor and outdoor recreational facilities, educational facilities, retail business (excluding Shopping centerE�, supermarkets, department stores and discount stores), federal, state, and municipal facilities, equipment service and repair Shops that include retail and accessory uses to the uses above, 12 Gregory Drive: and 13. 5ite plan application #5P-02-29 of Ken Desmond to amend a previously approved plan for a 17,400 5q. ft. building for a multiple number of uses for a multiple number of tenants. The amendment consists of adding the following uses to the list of possible uses for the multi -tenant building: general office; medical office; light manufacturing; research and testing laboratories; printing, bookbinding, publishing & engraving; wholesale establishments; warehousing, Storage & distribution facilities; artist production studios; radio & television Studios; rental of equipment and miscellaneous items; indoor and outdoor recreational facilities; Educational facilities; retail busineSS (excluding Shopping centers, Supermarkets, department 5tore5 and discount 5tore5); federal, State and municipal facilities; equipment Service and repair Shops that include retail, and accessory uses to the uses listed above, 12 Gregory Drive: Mr. Desmond noted that bike rack already exiotS. Mr. Desmond Said he would work out a landocapinq Solution with Mr. 5clair. The dumpster has been moved from one Side of the building to the other and is fenced. A tenant has a recycling bin which can be moved and fenced. CITY OF SOUTH BURLINGTON 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 14, 2003 William Shearer, President 1675 Shelburne Road South Burlington, VT 05403 Dear Mr. Shearer: Shearer Chevrolet PUD #SD-02-79—����,� 1675 Shelburne Road Enclosed please find a copy of the Development Review Board's (DRB) Findings of Fact, Conclusions and Decision for your expansion project at 1675 Shelburne Road. The DRB's approval is subject to the 12 conditions listed on pages 7 and 8 of the enclosed decision. Accordingly, please submit 3 full sets of plans pursuant to Condition #7 before April 16, 2003. These plans should include a revised landscaping plan pursuant to Condition #8. In addition, your final plat must be endorsed by the chair of the DRI3 and recorded in the Office of the City Clerk by May 14, 2003. If you have any questions concerning this approval, please call the Planning and Zoning Office. Sincerely Yours, Janet M. Hurley Associate Planner /jmh Enclosure Cc: David G. White kdrb\subNshearer\SD-02-79.cor.doc CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: January 27, 2003 \sub\shearer\final. srp.doc Plans received: December 9, 2002 SHEARER CHEVROLET PLANNED UNIT DEVELOPMENT FINAL PLAN APPLICATION #SD 02-79 Meeting date: February 4, 2003 Applicant Owner William Shearer, President John F. Shearer Shearer Chevrolet, Inc. 1675 Shelburne Road 1675 Shelburne Road South Burlington, VT 05403 South Burlington, VT 05403 Engineer Property Information Ian Jewkes Tax Parcel 1540 01675 C Krebs & Lansing Consulting Engineers, Inc. Volume 109, Page 487 164 Main Street C2, CO, BBW, & Zone 5 Traffic Districts Colchester, VT 05446 12.10 Acres Location Map ., .. t 0 � 1 ..Xtl itM:• rr r rJ�p .ka . Road. ; ,fin untam Drive � A a� raw�n Subject Property ^ s . " M .. ,.,.... .r i uy CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\shearer\f i na I . srp. doc William Shearer d/b/a Shearer Chevrolet, Inc., hereafter referred to as the applicant, is requesting final approval for a Planned Unit Development (PUD) at 1675 Shelburne Road. The applicant proposes an expansion of the existing automobile dealership involving 26,358 sq. ft. of net additional building area and 75,085 sq. ft. of additional pavement. The subject property contains 12.10 acres and is located in the Commercial 2 (C2) zoning district on the corner of Bartlett Bay Road and Shelburne Road. The subject property, or portions thereof, also falls within the Bartlett Brook Watershed Protection (BBW) and Traffic (Zone 5) overlay districts and within the Conservation and Open Space (CO) district. The applicant received preliminary plan approval from the Development Review Board (DRB) on June 12, 2001 subject to 12 conditions. Condition #12 required that a final plat application be submitted within 12 months. However, at the request of the applicant, the DRB extended the final plat submittal deadline. On April 16, 2002, the applicant discussed changes to the preliminary plat with the DRB. Specifically, the applicant proposed to retain the existing front display area and to redesign the Bartlett Bay Road frontage with additional significant display area. The plans submitted on December 9, 2002, reflect these changes. The plans also reflect a September 2002 approval for the replacement of existing pole lighting along Shelburne Road with Greenbriar fixtures not to exceed 30 ft. in height and containing 400W metal halide lamps. Associate Planner Janet Hurley and Administrative Officer Raymond Belair, referred to herein as Staff, have reviewed the plans submitted on December 9, 2002, and have the following comments. Access/Circulation The subject property contains 2 access points on Shelburne Road and 2 access points on Bartlett Bay Road. The Shelburne Road curb cuts (43 ft. wide southerly and 40 ft. wide northerly) will not change as a result of the imminent Shelburne Road widening project or as a result of this proposal. The existing 35 ft. westerly Bartlett Bay Road curb cut will be replaced with a new 25 ft. curb cut just west of the existing. This is closer to the Magic Hat Brewery curb cut on the north side Bartlett Bay Road, but not directly across from it. The easterly 43 ft. Bartlett Bay Road curb cut will be replaced with a 24 ft. curb cut west of the existing and directly across the road from the Jiffy Lube curb cut. Staff feels that these changes will provide improved safety, particularly because the easterly Bartlett Bay Road curb cut will be further from the intersection with Shelburne Road, and the Bartlett Bay Road curb cuts will be narrowed to just two lanes. All four access drives exceed the minimum required 20 ft. width for two-way commercial drives as per Section 26.254 of the zoning regulations. Vehicular circulation appears to be two-way throughout the site. Parking aisles for 90 degree parking must be 24 ft. wide according to Section 26.251 of the zoning regulations. All parking is at 90 degrees from the parking aisles, but the plans show the aisles to be 20 ft. wide. However, Staff notes that because the parking spaces have depths of 20 ft. rather than the minimum required 18 ft. pursuant to Section 26.251 of the regulations, the parking aisles are essentially 24 ft. wide, and therefore comply with the regulations. Staff notes that a new sidewalk is shown along the easterly frontage of the property as part of the imminent Shelburne Road improvements CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\shearer\final.srp.doc Traffic Based on ITE data, the proposed net increase in floor area results in an increase of approximately 74 trips per weekday PM peak hour of an adjacent street. The calculation of impact fees will be based on increased trip generation for the site. According to data provided by the Institute of Transportation Engineers (ITE), new car sales (including service, parts sales, and used car sales) generate 2.8 average vehicle trip ends per 1,000 sq. ft. of floor area per weekday PM peak hour of an adjacent street. The subject property contains an existing primary structure with 44,596 sq. ft. of gross floor area. A second structure containing 3,942 sq. ft. of gross floor area is proposed to be removed. Three additions to the primary structure, and a new building are proposed for a total floor area of 74,896 sq. ft. This is a net increase of 26,358 sq. ft. Based on ITE data, approximately 210 trips per weekday PM peak hour of an adjacent street would be generated by the uses on the site. The proposed net increase in gross floor area results in an increase of approximately 74 trips per weekday PM peak hour of an adjacent street. The subject property falls within Zone 5 of the Traffic Overlay District. According to Section 21.303 of the zoning regulations, the subject property shall generate no more than 592 vehicle trips per PM peak hour of the adjacent street. In addition, pursuant to Section 21.40 of the zoning regulations, the maximum allowable size of the new car sales use on the subject property shall be 226,643 sq. ft. The proposal falls within the traffic and size limits allowed. Parking The Site Plan shows 167 parking spaces, including 6 reserved handicapped parking spaces as required by Section 26.253(a) of the zoning regulations. Pursuant to Section 26.253(b) of the zoning regulations, a bicycle rack is proposed at the front of the principle structure. The number of off-street parking spaces on the site must meet the requirements in listed Table 1 and comply with Section 26.252 of the Zoning Regulations. Table 1. Off -Street Parking Requirements Proposed Use Parking Area # Spaces Standard Required Automobile Sales & Service 1/500 ft.2 74,896 ft.2 150 The proposed 167 parking spaces exceed the minimum requirement of 150 parking spaces. Landscaping, Screening & Outdoor Li_ghting 2. Minimum planting costs for the project must meet or exceed $18,500. The applicant has estimated that construction will cost $1,100,000. Based on the requirements of Section 26.105 of the zoning regulations, minimum planting costs for the project must meet or exceed $18,500. Sheet 3 of the applicant's plans shows 55 two inch caliper Honey Locust trees to be planted on the site. Staff estimates that the proposed landscaping plan exceeds the minimum required costs. However, as noted by Public Works Arborist Craig Lambert, at least 3 different species of trees should be used to reduce the risk of failure due to disease or insect infestation (See Appendix B). CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\shearer\final.srp.doc 3. Staff recommends that the landscaping plans be revised to address the concerns of Public Works Arborist Craig Lambert. Specifically, (a) at least three tree species should be planted, (b) trees should be located to allow adequate rooting space, (c) additional trees should be planted on the northerly side of the property, and (d) the plans should include a planting detail for plantings in paved areas showing adequate soils. Mr. Lambert has indicated that several trees proposed in the vicinity of a stone swale should be relocated to provide adequate area for root growth, and that additional trees should be planted along the northerly property line. Staff notes that Honey Locusts have a mature crown spread of 35' to 45' and that the trees should be planted at least 35' to 45' on center. The plans show that several of the proposed trees along the easterly property line are closer together than 35' and some of these trees could be relocated to other locations on the property. In addition, recommended root space for Honey Locusts is 18' x 18' x 3'; therefore, trees should be located at least 18' from the stone lined swale and Honey Locusts proposed within the parking area should be replaced with a smaller species such as crabapple. 4. The plans should be revised to indicate the type and height of fencing proposed to screen dumpsters and recycling containers. The plans show that all outdoor recycling and trash containers are screened from view by fencing. However, no details are provided. The plans should be revised to indicate the type and height of proposed fencing. As noted already, the applicant recently received approval for replacement of existing pole lighting along Shelburne Road with Greenbriar fixtures not to exceed 30 ft. in height and containing 400W metal halide lamps. The lighting plans (See Sheet 4) show the same Greenbriar fixtures, mounted 1 to 4 per 26' pole will be installed throughout the parking lot. In addition to the pole lighting, a number of Gardco wall mounted sconces are proposed at 11', 14' and 18' on the existing primary building, the building additions, and the new building. The lighting analysis shows the perimeter of the paved area to be illuminated at a footcandle of approximately 1.00. The average illuminance on the paved portions of the site is 2.98 footcandles between a range of 7.18 and 1.02 footcandles and with a uniformity ratio (ratio of the average to minimum illuminance) of 2.92. These levels are within those suggested for exterior sales and display areas in the Outdoor Lighting Manual for Vermont Municipalities. Dimensional Requirements Table 2. Dimensional Requirements C2 Zoning District 11 Required j Existing Proposed Min. Lot Size 40,000 ft. 527,076 ft. 527,076 ft. �l Min. Frontage arterial 200 ft. 719.74 ft. 719.74 ft. Max. Building Coverage 30% 8.4% 13.6% Max. Total Coverage 70% 53.5% 69.8% Min. Front Setback east 50 ft. 90 ft. 90 ft. Min. Front Setback (north) 20 ft. 44 ft. 45 ft. Min. Side Setback 10 ft. >10 ft. >10 ft. *Min. PUD Perimeter 30 ft. 7 ft. 7 ft. zoning compliance ♦ existing zoning discrepancy, unaffected by current application CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\shearer\fi nal. srp. doc 5. Staff believes that the proposed front yard coverage of 77% is essentially an existing condition of the subject property unaffected by the current proposal. Furthermore, the Bartlett Bay Road front yard coverage will decrease from 34.8% to 3 1. 1 % as a result of the proposal. In addition to the requirements summarized in Table 2 above, Section 25.107 of the zoning regulations prohibits more than 30% of the front setback from being used for driveways and parking, and the balance shall be landscaped. Furthermore, a continuous landscaped strip of 15 ft. in width traversed only by driveways and sidewalks shall be maintained between the street right-of- way and the balance of the lot. The plans include calculations for the front yard lot coverage for Shelburne Road and Bartlett Bay Road. The proposed Shelburne Road front yard coverage prior to the State of Vermont taking for the Shelburne Road widening project is 63.1 %. This is slightly less than the existing coverage of 63.5%. After the State of Vermont taking for Shelburne Road, the proposed Shelburne Road front yard coverage is 77.0%. This increase is not a result of the applicant's proposal and Staff recommends that the DRB consider the proposed coverage as an existing condition of the lot. Furthermore, the Bartlett Bay Road front yard coverage will decrease from 34.8% to 31.1 % as a result of the proposal. This is an improvement to an existing nonconforming situation. PUD Review Standards Pursuant to Section 26.15 of the zoning regulations, PUDs shall comply with the following standards and conditions (a) Will not result in undue water or air pollution. In making this determination the DRB shall at least consider (1) the availability and capacity of municipal sewer facilities or the nature of soils and subsoils and their ability to support waste disposal adequately, (2) the elevation of land above sea level and in relation to floodplains, (3) protection of ground and surface water through appropriate vegetative buffers and retention structures, and (4) all applicable State of Vermont regulations. 6. The Heindel & Noyes report on the proposed stormwater system must be complete and the final plans must incorporate any recommendations of the report. The proposal does not involve on -site wastewater treatment, and there is adequate municipal sewer capacity to service the expansion. The subject property does not lie in a floodplain and a stormwater treatment system including a detention basin with forebay are proposed. The applicant will need to obtain a state stormwater permit, and the approval of the Vermont Department of Labor and Industry. Prior to final approval and pursuant to Condition #5 of the preliminary plan approval dated June 12, 2001 and Section 23 of the zoning regulations, the applicant shall submit plans to Heindel & Noyes for incorporation into the city's stormwater and hydrology computer model. In addition, the final plans must incorporate any recommendations resulting from the Heindel & Noyes study. Staff has not received a copy of the Heindel & Noyes report. (b) Will have sufficient water available for the foreseeable needs of the development. 7. Staff recommends that the comments of Water Superintendent Jay Nadeau dated December 12, 2002, be incorporated as conditions of final approval. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\shearer\final srp doc The South Burlington Water Superintendent Jay Nadeau has reviewed the plans and provided a number of comments in a letter dated December 12, 2002 (See Appendix A). Staff recommends that Mr. Nadeau's comments be incorporated as conditions of the DRB's final approval. (c) Will not cause unreasonable soil erosion or reduction in the capacity of the land to hold water so that a dangerous or unhealthy condition may result. In addition to the stormwater drainage details, the plans include acceptable details of erosion control measures to be used during and after construction (See Sheets 2 and 6). (d) Will not cause unreasonable highway congestion or unsafe conditions with respect to the use of highways, existing or proposed. As indicated already, the projected increase in traffic generation by the proposal is within that allowed for Zone 5 of the Traffic Overlay District. In addition, Staff believes some safety improvement will result from the proposed relocation of the Bartlett Bay Road curb cuts. (e) Will not cause an unreasonable burden on the ability of the city to provide educational services or facilities. This is a commercial development, which will not burden municipal educational services or facilities (f) Will not cause an unreasonable burden on the ability of the city to provide municipal or governmental services and facilities. The proposed expansion will not burden municipal services or facilities (g) Will protect important natural resources, including streams, wetlands, scenic views, wildlife habitats, and special natural features. The proposed development avoids impacts to the Conservation and Open Space (CO) District occurring in the southwesterly comer of the subject property. As permitted by Section 3.203 of the zoning regulations, portions of the stormwater system are located within the CO District. Other than this corner of the property, there is little that can be considered wildlife habitat or natural features to be protected. (h) Will not have an undue adverse effect on the scenic or natural beauty of the area, is aesthetically compatible with surrounding developed properties and will protect rare and irreplaceable natural areas and historic sites. No rare or irreplaceable natural or historic sites are known to occur on the subject property. In addition, the proposed development is in keeping with adjacent commercial development. (i) Will provide convenient allocation and distribution of common space in relation to proposed development and will conform to the city's recreation plan. The proposed expansion involves a single commercial entity on a single lot. No common space is proposed. The proposal does not conflict with the city's recreation plan. Q) Will provide efficient layout and high -quality installation, construction, and maintenance of public facilities and conform to the city's street and utility plan. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\shearer\final. srp. doc No public facilities are included as part of the proposed expansion project. (k) Will provide for cooperation with adjoining properties in the extension of roadways, drainage facilities, and utility lines. The applicant has provided significant portions of the subject property to the city in the form of a stormwater treatment system easement as shown on the Final Plat. In addition, the applicant is relinquishing a portion of the easterly frontage of the subject property to the State of Vermont for the Shelburne Road widening project. (1) Will conform to the city's Comprehensive Plan. The Comprehensive Plan cites the Shelburne Road corridor for infill growth of existing commercial uses. The Comprehensive Plan recommends development within the commercial corridors "which promotes improved aesthetics, public transportation and traffic improvements, and pedestrian amenities." The proposal is in keeping with Shelburne Road widening plans as discussed in the 2001 Comprehensive Plan and provides some access improvements on Bartlett Bay Road and aesthetic improvements with landscape plantings. The Comprehensive Plan prioritizes finding a suitable remedy to Bartlett Brook Watershed erosion problems. Staff notes that the applicant has cooperated with the city to this end and the proposed expansion includes stormwater treatment and erosion control plans. The Comprehensive Plan also encourages stormwater runoff modeling and inventory of stormwater facilities in an effort to improve water quality. Accordingly, and as indicated already, the applicant must submit stormwater plans to Heidel & Noyes for inclusion in the City's stormwater model and database. RECOMMENDATION Staff recommends that the Development Review Board approve this Final Plan application, conditional upon the numbered items in the "Comments" Section of this report being addressed to the satisfaction of Staff within 60 days of the DRB's decision and/or prior to the issuance of a zoning permit. Respectfully submitted, Janet M. Hurley, Associate Planner Copy to: William Shearer, Shearer Chevrolet, Inc. David White, David G. White & Associates, Inc. Ian Jewkes, Krebs & Lansing Consulting Engineers, Inc. APPENDIX A 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 December 12, 2002 Krebs and Lansing Consulting Engineers 10 Main St. Colchester, VT 05446 RE: Shearer Chevrolet South Burlington Dear Ian: We have reviewed the above referenced project, last revised December 2, 2002, and offer the following comments. Please refer also to my original comments dated May 4, 2001. 1. All construction drawings and plans shall have a note stating," All work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for All Water Systems Owned by the CWD, the City of South Burlington, Colchester Fire District #1, and the Village of Jericho." This set of plans does not show this note yet. 2. The South Burlington Water Department (SBWD) shall be notified at least 48 hours in advance to shut off water service to the building being removed for this project. This Department shall turn off the water service to that building. Also, the Department at the time of disconnection shall remove the meter and remote. The service line shall then be cut and capped immediately after the existing curb stop by the contractor. 3. The SBWD shall be notified in advance to locate and mark all water mains that may be involved in this project. We shall also be notified in advance to inspect all fittings, taps, crossings and thrust blocks prior to backfilling. This is especially important at the "dog house" manhole and connecting pipe located on Bartlett Bay Road. 4. As previously requested, the CWD Wholesale Department would like to see a detail for the storm line crossing with the CWD 16" DI water transmission main, located just south of Bartlett Bay Road. Additionally, CWD must be notified in advance to be present when this crossing is installed. We request a preconstruction meeting with the contractor prior to the start of construction. 5. As previously requested, the plans shall have a note placed near the detention pond on the southwest corner of the project stating that the water transmission main is to be located prior to excavation of the detention pond. Further, the water main is to be 10' outside of the nearest portion of the detention pond slope. 6. A backflow device approved for the appropriate degree of hazard shall be installed on the new 6" water line on both the domestic service plumbing line and the fire sprinkler line. Please contact this department if you require more information on backflow protection devices. 7. All Details should be modified to those shown in the Specifications and Details for the Installation of Water Lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, Colchester Fire District #1, and the Village of Jericho. Specifically, no concrete shall be poured around gate valves as shown in your details. Please call me if you do not have our specification and detail latest revisions. Since the contractor commonly refers to only those details, your details must be corrected to be the same as the one stated above. 8. Upon completion of the water system construction project, "As-Builts" shall be supplied to the CWD Retail Department in the form of one hard copy. 9. This department shall be notified of any changes to this project with revised hard copy plans. If you have any questions or concerns, please call me. Sincerely, South Burlington Water Department Jay Nadeau Superintendent Cc: Ray Belair Plan reviews: Shearer 12-12-02 APPENDIX B 1/23/03 Landscape Review Craig Lambert, Public Works Arborist Shearer Chevrolet Krebs & Lansing Consulting Engineers 1. In a planting of this size a minimum of 3 different species of trees should be used to reduce the risk of failure due to insect and/or disease infestation 2. On the south side of the property there are several trees which are located on the edge of the stone swale. These trees should be relocated to provide the trees with a larger rooting area 3. On the north side of the property there is a large gap where trees aren't being planted. Additional trees should be planted here unless the site is unsuitable to support tree growth. 4. A planting detail should be included in the plan. Planting locations where there is currently pavement should be excavated or tilled to reduce compaction. Soil in these locations may need to be replaced if existing soil is inadequate to support tree growth RAILROAD TRACKS Wetland hnaacts.- Permanent Impacts (not including detention basin): = 0.9983 acres = 43, 485 sf. RAILROAD 7RACKS i 1�^' — _ _ RSs�i ai.strocrve Priwre /are and rtms dm9 exkrhg YLerote mdn Vlror T to ,Wws worst bnmlf � �_. _ - hucri— . RN (e % necesaory: ro Sherer i'I New a_ L7,d---- ------- - _ \ _ --- ° - - - w ' - _ _ - \ Vz fn. �w _. OlcrMy Disrrkr-__________—__--_____ _'---`-_ -- _----_'------__ _ �_ls 'Y4 h2L�- mo.�'� _ _ ♦ere--�� ` i M \\ \ F.•Ert 72' AR9 a•Mwr .-Ir aYi i?: — M. _ as'e�. M.a�wr `rb.= J — -—191Re`Rgto�en • ..•�� _ exirtng 9rovd roof . — _ _ mt� _-lye 1 1 Yvfs arms Ary 9 / 1 1 9U � t t '`""`°"" Proposed I/ \\\ tc°4 �� a rm'road ;. i .X Building ' t r, I t �\End 19Z0 w� nt x t9]x I 1 N 1 / 196x9 196x9 19 S 1 1 1 t t, t98x5 196x5 x, 19i. 196x5 t96x9 r 1 fil •\ t .... r '.: ,, ._ rsl�o ...-_-;-...\ ,147➢9• i 1e!{o 1,� II i - \,\ i - •' - - - - ,n-_" curb i 7 196- • r Exist 60" CNP adrort 4 ♦ I� b - Proposed Pavement rj 75,085 sq. ft. - ♦'q♦ _—zoo-------------- ----- _ .. ---- ---- ---------- -- ' 'pK / ; e' Rem •nsfmgX •```zaI / - ��.1 +1 1 , ',, rl / _. -1 ore pmnrer •� _ trr 1 ? % 9F I I I ICI T I �,xJ/ 1-7 -"v __±✓stria ut rmnm •♦>♦`M— _-.__ ___ Ss• 1 (SawE6 NM9rm mMg) I I I PJ� _ ______ I _ •fie . 1"t,------ I.,eee a e/ �' / 1 _ - t o sting p is / Proposed 9 / • r Addition. �• I 1 / 10' by 80' roosed Add Lion A 8, 800 sq. ft. N.w r- tee ? I r I ` .wnn9. 12'l2" 6" 1 I� /nee sd % 8B' by JJ 3' �Proposed d aria. a ,r ft Addition BE 4,450 sq. ft. �OVEt1 LEGEND c na taint Autwit/ ' •; ,//', '% ;: i ! . !! y Pa. - �i car udr. 0 1 `r , O New FUWro Route 7 Mprowrmenfa rrncfr DdMeored w.umd Ir tiler Boats B'ngrm zmm9J ` A ! r ,1 T N stain % e �sr - - - IT - -- ------ --------------- New rmRaY rrwm rMe t f� r d4eson E 1 � ywaNsrTC t � tk.nea `ttoa.,e, raao, R-d 10' x 20' r( - 4n ter, Z) SITE ` rue E sw RMr 19235' My 11a9' let. J5" AOs cu/wrt 1 a '� Rygy Parking "g l "Qz. ® Custom lC ploy. Parking Spaces Inver I8B9I' Nat, All other pavement striping shown represents inventory and _ 4gas tore &'splay areas. Actual striping in Location Mop these areas is optional and shall water moM be changed at the owners Not to scale direction. Planning and Zoning Information Area.- 12,10 acres Zone: 02 £xistino Lot CoN9rgtLe can rim, Mv. 191.23' 70M Lot Arwa Buadhga Pownent Ca1[R46T J Comm omm v h � !e} wr _ ,Hutt new -ar/Ge er w. �R' f9J M. 199 .2 / gut 19J.14__._ �R v existing pavement, sow cut pint D957hw 4I,530 s f 2 82Y-I ?B3,359 s f sro r takhg f RWM 7 534, 48f s. f. 8..JX 447x 5J. ox 1W5WG ,a.-oya alter 44,530 s.l.tyyt 2J7, 754 282,2B4 sf. srore or ten.ronr 527,395 s./. err ro4Mg fa Route B.4% 451X 535X Proposed Lot CoWAI �raoe: La Anw B-WW Powrnwrt COW?Wr 29716J at sero9e pia- to sror of wt t 5T4,481 at 71, 996 s fw++•. star ac wet sn. J69,159 s. f. .g L Rase 7 13. 5X 55 6X 691x PW6 o.50 296,088 s. f. "'a9r' one' 7L 996 s. f. ws+w am err 368,084 s. f, sroro of uwmart tP g Mr R-1a 7 527,395 s. f. 13. 6X ee�'ene 56.1X 69.8% Front Yard Lot Courage: 1 lord F t Corsage Tatar frmt Co,s.ge R to 7 rlaraatr BoyRd. A.G----wtr meh —Construct new entronce — 4 gas ter. G'btbg errs V9. PL ro srote f wtrnmr "'g hr Rro 7 2SB30 af. J7,499 f. 6J 5% 9.BR9 s/ 14J10 err J4. 8X P ®O5'Od rerage p,y' ro Stole ./ AL ' J1,499 / Re7s st 2QJX1 a/ raYMR-1.g rb- Route 7 631% it. ix 1d4J5=/ de73 era/. roq_t wye aRs ro JG9JS /. T7,4gs f store of w mt rd'Mg tr Route 7 77.OX 313x —Remove existng porement, saw gat jinn ZO' 40' BO' 1B0' 240' 1 Bar Scale 1 = 40' 1 Oxwnbs 2 2002 Norsnbs 22. 2002 /peat. ptmnmg @ 1mh9 icj 12/b2/02 rskM9 �ces, new retentkw crostnrctkn iai iJ/22/O2 i .hrly 23, 2001 'What auG detention bash ial 7/2J/bl Dote revise Oescr(.orion Cnecked Doro Design IA✓ Site Plan ------- Drawn fMP Shearer Ch e gyro% t Checked Scale 7 =40 ri,-,c Its Date May 14, 2001 RAILROAD TRACKS a&N;er RA/[ROAD TRACKS -'`� - --- - - Now ,.root awataw ?7J"--- see Detoxs. p _t'iha. eaaam f— g e to New ettw tw" r<aob»m,r A, /s m - ---- by tron. Reorofe i/ ne essok o srw Aew AOw llt Asaas f - s __ _ _ _ _ __ _—________________--_-_ .___� �---__�_ ___ _________ _ _________ \ 1 w r - _..T.w-...`a'`v"` `",'..••�. -toe \ \ -- > 184 _ -_ _ _ \ \ omit or conserwron yr "mow -- — --- ------ -- -- ------ - __ _ _ r - ---- --------------- ------------------ _____ ______ -._• ` 1fi- D/. s�f .... i-! stgr to bxaih9.. ..,,Y....-�. „e_grtlW raaQ Sfabl Rer seM5 „H \ \ .. t 11 ADS adrert 77, J AOS ad(wrt w _ �Exiet.,�-,105`atlfmt 9 w-moR StabAze 'ywr6IBG 65' M 1885 \ 3S'd'n slam Ma"=`]GSO?-- 1 V. 1 I 1 watc stout: Iu r New YW A0 I --.•'�bD.-T"-� f -� �f-� sNcrml t » a wry 1 ./ RaI err sXY .erFav- �.r e e/n Proposed R 1955 Tdb •—.__"'.'.... Building rq 1669 ' \• \\ rgar Isms back ,ua_... $ 200' by 70 c -- a New 1B' ADS-NI2 MR J5 storm 14,000 SQ. rt. h s ,wr �` \ End new 'rM„ \I 6 - sl0 f:. W5 ov�Meae Wcr Nsw 16"SOS M2 a50R JS storm E 1 Dl � New 6se II I�Y "� 'S S New s=O.OQS � 2 water rvrc' water � 1 5 s I TIT s N N e t B. niOS SaP PM e yff'/2 m Ir 11 / / New l5 ADS N RM Ca(M bosh 196 J N CatM New CatM New Co(M basn bosyn boom New GbfM SE New Catch bosh bosm _ m e Co1M bash 1 J5 storm 1 Inv. 19145 Ran 196J Ran —5 Rk 196-5 65 Inv. 190.0 t A 1965 Ran 1965 f My IB9.5 d P` Rkn 196.5 I I Inv. I902 /ne 16975 �„ 5 U v Inv 9_ 2�5 Negbrl eve 1 I i P � a Crhf 60" CYP cuMmf , : r \5 New PhL � Net CdfM base+ Rbn 199.25 Ne,r Mf Nkw \V r v. 1 .l �11 rf� 1 r`\ 1 1 1 A4w sane erred swe 1\ 1 1 1 1 1 1 11 1 1 r_ 70 SHELBURNE -------------- Proposed Pavement New. CotM basin New CbtM bosh S New hs lot w/f" rigid in Mtkxr Area = 75,085 sq. ft. Rkn 20J65 Ran mt.5 by n 912Y Inv. 196. r5 My 198.0 Mv. au 12.1 er IS' PYC SaP 35 sfam / m y v R are exietkrg Y _ 4M i ivy 0 T -- Rkn 10Idr a------------ �s --fiz conw.er --- Mv. -- our ! r Ner roof JvM Redree she of � / z„ sxrsMq p ra / s garEj Proposed_ s - �� Addition .b- 110' by 80' Propose 8, 800 sq. ft, Addition lf'• New sort✓ew.ee th 88 by 31- J" A Proposed demga1?_5 _.__..... sa ft. Addition Nf New 1 e oM 60' x 126' U/LD BE 4,450 sq.It.. SON to r t / !%Pd/ orerrs Potato I) I I� I I I I I ° New rock tJA15 rt6w ID' x 20' � rm er.,Raaw, Rod E. svN Ran 19135' /nv. IM9' -Gdt. 15' ADS My A,— hmol' -Now x7t farce -Me= 1SS92' "AG wale man Nnr tpP g who , AC 4 tMase1 Rare proved: msock Field MecF dgoth of water rMe to Mock fo- d of p�crossMg, Pmrxr wrd sed lMne os roquaeQ BNd Mec4 s �De mode bekwe adaarg to ._�(Ng sews salias N Cq Novas rMe 9er - Ran I963'� fM eshM9 grout) Mv. avr 19203' Ranore exhthg pa«wne�f, /h4vf Fart, Pmwde shesthg and sNaaM9 fa pro(ec( exbtirg HRbs, rgaok Dose and Pavement fo a /ghAr condition. Il Cons ct new r, enn W Ran 201.09' 20 gym,m 1933J' hrJ�q(f 19.511' 1 , Remove :Wrong Pave l' saw cut pint LEGEND `�`� 1 canna Pour 4 ovy Foe w Fk HN9onr ( \'r Sgn T i Erhtng Cght Pde (ta be remoradJ O `,I 1+ Erishng frees to be snored `� Cos V l- New knish grade pr --ww— r ;rr APRrosenote Pro y tMe I 'AC wufs moh Future Rate ),mprovemenfs - - - r� /.- � New sanrory sewer Ime New silt /cote - \ crostnrct new mtr cs 4' g- /are 20 40 80' 160' 240' ' move ex'stmg POlement, sow Jt, Bar SeQlQ 7" = 40' . cut pint Somme 1111111111101011111111 _ ■■■IIIIIIIIGIMBERC%i � r ra r ROAD Route 7) / / Decanbe- 2, 2002 odd worn /ne - BO It Boy Road of '12/D2 V2 Novernbs 22 20M Po bg .syoces, new rctentkw crosbgetbn k.1 llZ/,2 Dote reused Descrr9rion 1Che Dote m_ _--- Design /AJ Utility P/an Drawn FMP Shearer Ch e vrole t Checked S.de t =� MOter Date May Jq 2001 Pro'ect 00124/86133 I Shelburne Rood South Bunin ton V rmont AR"AAS' & L,AN67NC Consulting Pngineem,, Me. n w - >64 Alain Street, Colchester, Vemnont 0"416 L < It r RAILROAD (RACKS \\�\ lNe rjv np RA/[ROAD (RACKS N41. a.aer fr nxs �wre rwre reo:•, n.lf �yn-vr/,y ,ww f��.or� Nearmenr i — - Pr✓ 'ry 1»e. cocain � ibucrron. Rd re if nxesmo-y. b +rw Sheuw '{ ��� \,r -__ 1 1 kiK 176t / - / .% 163 - - - -____ _ - �� _ / / x` ---_______ _ _ _3S _____ 'mac _ I _ t o/ CmfnwNm I -- ____---_ -- efrl rb ni _ _____--�� _ _ o—Aw \\ � �' ,i5' Se. aroaw �• /1• ROS aM.t -/ RfK 'hMrF 7eH6$' Wk AO BE RD(OPT MM �MW�brn efifhv 9— roaH - - _.. -•.. 1 .Pfer eel • ____ __-_. eetr II 1 1 WA 1AP fw+i w.' a Yiiaf o.sh '/ ..� ProposedSuilding Con 200' by 70' \ 1" 14, 000 sq. ft. Fr=1-070, � 1 / 10 1 __ - owweoe can 111! 1 1,1 hK 1BE/� A I t& i Proposed Pavement \ Area = 75,085 sq. ft I I I 1 TO SHELBURNE ReeLw ehe o! \� / _leebmy Pw•,w rf�1� 0 ' �s ew — Proposed ;— Addition 110• by 80• ...„. ...>..,:.•..•... 8,800 sq.ft H t n p 0 ww rr 88 by J7 3" - hy. 12'-6' 6' ProPa 2750 s ft XIS> HG 4,Additpoionsed 450 sq. ft. 04£D ZZ17 �fd X N Milli�li��:111�iilil.i 1�111111�1111i�1i��i11111�111 _ SHELBURNE ROAD (US Route 7) y New 10' x 20' , rop C/apasion POJ —Erisf. 15' Aa5 cv,/.erf /nv= I8e 91' Jry a/AaN�rc La►�dscapiig Schsa(u✓e oescrrorion Sze /Cdiaer) Ouantity Swnbol EsOnated Cost Honey Locust 2- 55 . PA 125 Topsoil, seed, and mulch disturbed 22. ODOt sf. t 7, 700 areas. Remove pavement and 0 J035/s.f re -grade along road frontages T tol $22,825 -Remove existing pavement, saw ar ,v in t LEGEND W.WY Pare w fH Nfberlf x( sy, r Enemy Lyt Pine (rC rr, r.wC1.dJ o Rbf M. a 1w. mrr, yrC.o1. � — APfwaMleN pgorfy Kie ���� F hwe Awte 7 b7mor ft Construct new entrance 20" 4a' 90' 160' 240' R—W exisf/ng pavement, saw Bar Scale I' = 40' wt /VI t 1 -- -- Oecanbe- 2 2002 Nolember ?? 1002 oOO L-_ - Bweeft BOY IPoaa Pakhy SPOCGS new rerenrrm cmfbucren bj rof 12/02/02 f1/22/01 Oab revved Oescrrrptian Cheri ed OOfe Design /AJ Drawn FMP Checked Scale 7•=40' Date May 14, 2007 Pro iect 00124186'f3 Landscaping P/en Shearer Ch e vro% t I Shelburne Rood South Rudm ton v ant /Yfi6BS & LANSfW Consulting Engineers, Inc. J'64 d/¢in Street, Colchester, Vermont 0",ff r-1 m A� A$ a 0' P4' e @ A¢ t¢ AP P� -0� - 41- - - A 04 a PO' t P' >� A4' as ' A¢ P¢ q e e e e Op Pr Pp-" 0' OF A'_. t¢. -t6' PQ ty Op PQ r - -- - -- - - 0 *0` q q Y Lr - - A/' - - P' - d' - -t7 - -- - aC- _r _ _s' _ PS It is P8 PQ e e e e e ,a ,p ,p ,y- �p �p ,p ,q �p W�p Y W Ap Yp P' 1pp A� Y Y P9 P' [a Y` _ _. Y' - - .y� _ ,p- _. ? _. - .r -/��Y° A°^ A,rp 41 P' +Q K A' Y Y A$ W PS 41, t �ft /Yr Pp. Y Y Y/ A� A� P� P� P' V a4 Ar+fir �7r' Y i' 1�' Y r' -s-- --'.. t� A� l A� A� a le a P$ / d e e 4° a l'' e i to A°^ e s e e 4° e Aar-Yi.9 F Op e 41 e e e e / Pe t'" Q a �: 4• <► A?ws Yr F t A �aq 2 F a Y R e ip 1"' 4!' r�O rr 7 ?�' rQ i' r`r r°' P i� Y'° F ...r F ...r«. F °"� 1� At' A4' a A1' A4 P° P° e 14 i a ---- A° 9 t " L,p +9 +" a a ' #g ?� + aq� ?� A%p r* r' ?'' re r r� ° GPp t° a Aye Pay ss As Y`9 1 A� Y Y A� P� 1 Y $ r i g s 4� r$ 1' 4� i^' e e e eP� A$ PP' e ,O q D m 6 ,y a'Y,t �° ?r'p' 1 .�+ a �a �' i Y a�P r 1�'t 7� a,(a xa' ?�2ry m #.�¢ ?d' 9 P� t" lg tµ Ps AS V Y Y//'�� Y i4' a a^'' a� ?` Y� i�^ a Y� Y°' Y� e 'k- A+` a r` 7^ ?�° At' Y v ?` 7 ' Y°° l' 7� l' Y Pp R¢ r' s° f. i Y e A' ?y' ► e il' s Y' tp t$ ti e " e m '0 B 4, ?� i' d o ' Cif e *0 e1p ? 4 ei` t� 10 9' ee e e 1' a# 1' a� a e1° 1p v y' B i i � ?9 +� t� t'° P� P° a t11 1d Yr Bap ip A,,11 Y� re 1� a 1° i'' re e e a°' Yy ? r'' r Y 1��9. Y ?p +4, e Y lr li Wp p e r � ?�' � 1$ #� ► !p 1'r Ys Yo Y ,p� Y � - AP' Yr Ar 7' r'' t" #9^ 7 r� r�' T ►� 9' Y Y Y/ sp ?4 ip 1g' Y tT` ofr� Y F F ' r� Y• �� Pfulma '"1110 n + F r� v ww F , -r r a "wsa i Y +p r + 1�tY i Ap se T,7fOwxl[ AdAWW t' io +$ er, °' At ip EX/SnNG BuaD(Nc 41,95Gs7 x •• 4 3 C ? ...:.; .:., , . :.� -� J _ J r�O ir !> t 1v In P4' l$ e e +9 a4 !+p ► ?' O as . _ ..;, . ... , . _.� e ?� 14 +¢ > ls" 1� ra AS' 7 r$ 14b 1ap e 49' Y r rre Ad !� s° �� it' Y - Y i'' r'' Y Y' #° r r r Y W ' t' le I As a A$ e rr r rr ?' rr e e e r'' +s r4' d'A e e e e ?'' e L'' ?p r rr e ,p ,,I� ,p �y vI�II,Iv r rtjIV g� P` i * Y ?� #T It - ry f ' 6 •�j +4i4 +¢' 1' �' r ? t ° 1 f #$ Y ^ tr 1p PS Y l!^ If 0 Y1' z,- >� � ad�■ Y Yq Y 1' 750• Y Yr i a4h t' or l$ ,P�p 'T lr A� � l � t" o • P° Arf ttf P¢ P� t� t� A'k+a ®ts9° l' t' ® ' ° e t�' A� •p, f R p a 0 >4'o— Y ' t��y�t,5p q' e P� l' ' Pp P� A� _ ly°�' PP' AP a P°' l8' A$ e /U$S !/IO1t tdB' le lie' W 'r e P�@. l$ Pdg'. P� Y Y P SI,pC. Lblip./Rhg R'VA0 (C+S'. P.9y�oiRe 40) Adg'. Of Pq�. P� P�' PP Pdq'. *0 a P��q. AP' �e"BL��pfu/AKiroV*P- � R�' Pp0 e if Y t" i Y Y td Y 41 Y t11 Y Y m. A( te: Lumtnarre locations and c&—Wians wee proMded by SE Croup. L/ pGN$Trc LEGEND u1my Pare q. Z-aw - Pep-me.mted 0uod P&A -mounted kp4 A PaN-mo W povON MM Peb--W ao+ena. Fpnvd !hw PpV-mevnted -%Vm N wev-ma�ead ew,�e 240' Bar SC4710 I' = 40' Design lAJ Lighting Plan Drawn Checked S0O1e =A°, Shearer Chevrolet Dale Nowrber 22 2002 Pro' t OOl1l/66'1JJ Shdbume Rood South Budvr fan ARBBS & L MSM-1 Consulting Engineers; Inc. 164 Vain Street, Colchester, Permont 495"6 �f C Road Construction Notes (flop eA.»pes ro prod wail pNr ro pa khg area. os s ) 1. New road shot/ be constructed to the Are and grade shown on the crowngst the rood and utility 1 ations shill be typkafy detailed unless otherwise shown. 2. Methods for canstmctfon of sub -base shalt confmn to W. Highway Specs (1990), 20J 12 "subgmde" in all respects or as determined by the Engineer. 3 A-ove/ sub -base for pone nest shall cmforin to Vt Highway Specs. (1990), 704.05 table 704.05A coarse. 4. Leve/ng cmrsa shall conform to W. Highway Specs. (1990), 704.05 table 704.05A, fins Shoulder s shal/ conform to section 704.12, Aggregate for Shoulders. 5 Bituminous concrete pavement sholt conform to Vt. Highway Specs (1990) Section 406. Bader coma shop be type p kmd Finish weorng caase shall be type-W. 6. Any sub -base or subgrods disturbed by Cmtroctm or rendered unsuitable by construction machinery shill be removed and replaced with approved granular back/Al Sub -base shop hove 95X of maximum compocton density before rood construction 7 the Contractor shall be responsible for e// compaction tests for the road, foundotions and utMYy trenches. 8 Fop/ material for rood smbankmmt shill be approved by the Engineer F//1 shall be placed n 6" lifts and wetted and compacted with sotisl_ty compactian equipment. the Contractor shill pert 2 compaction tests every f00' at the Emits of the rutting operation and shalt rscmpact areas with /ess than 95X of moxnnum density, (Standard P tor). 9. Hhen applicable, the Contractor shall follow Vt. Highway Specs (1990) Section 203.11 for placing and spreading embankments. 10. Road in At sections shdt be placed and coripacted a mnmhum of 3 feet above top of my utility to be Installed, before trench is excavated for pipe placement. /n trenches, and cut sections the Contractor shad provide ill necess y sheeting, shoring and bra mg to manton cmp/iance with al/ OSHA/YOSHA reyu/atfans. 1f. Sand fill shall conform to Vemlont Highway Specifications (1990) 70303, table 70J.OJA. hb7E : L Sews- rwobnns to water mars shw/ be h accnrdmce with Me iecamnwhded standards fir sewage woks" so-called rw, srete stocy.oy. 1. sewn, ~/ be told at / st /0 feet hoironfd/y iron MY exbthg _ praap worwmoh. fie dMtwcs ~ be area red e0ge to edge. /f Mil dl1ta comat be obt~, then Me popes shag be bst~ accon0`9 to Mesa tip. deto4s. Wafer sneer bsexfhri a ®.tied - a' a reeds ,.a7 worse 6" /Dyers-95% stonA d 1B' min. (c/ass 51f serwce MW 't_ density �' O er sw S ens aross%ng wort- mars .sYa4 be Wier to d ,nn o mli- rwtkai at-- of 18" between pees Serer pvrN wit be egrfdwtant oral os far os possb/e ran Me wotermob pAtx M_ It is knpa-W. to obtah props' preawre tested to aswse -terl hirers prior' fo bao'M g Sewer /Water Separation Detail N.T.S. Anchorage of ✓olves IJ/16" owed a 1/21 Jy6" stew rile tip wkw to war+ tsar aft_ strop roe odes a. - &::A seta � AnJ/4' bartip •1f mgthreaded rahruts was fhrd'stu2ed e_M Section Elevation Note A Mast block .sliest be testa sd of at rotennah Brnied gore ides bend. w1/w. reducers, end cps a,d revs. Win concrete supp arM aniline ( boded gate aatw veto✓ ba J. bndisfarbed sob Nahum me •�... lug length of pbe 6' rah. into M'a9 _'i 001.0 trwdr wW •F. -• ndi, arbed sot/ Fffect/w ✓olwltieod End gore :w j. Reducer uMhhnbed ail Note N e J mi. (mhinum) pdyethl/ene sheet between OV- t. toast et«ka d ptoe/w Blfhgs to prevent nand. bolcahererowi nor ,,,our ts tc f 9!lhgs. rab.e so4 Tee 904, 45',22 1/2,e or 11 1/4'Bend Thrust Block Details N. T.S. ..,»...,... .a., ..f Ra..ee.., G- of r rests lhnhet J. 4'j5'. B" AX aayapph, [Maas) _ a$ LO OsL$ Lo as 20 25 is Lo 40 Ss 30 L$ Surd raw laeaar0 b14 2.0 1.0 4o 20 t0 45 95 35 2.0 10. 14. 7..5 401.0 Q$ 1.$ SO 30 1.S BO 5 SO $ Ti mi /R SO eyp X" 1.5 ZS 20 y.3 40 20 90130 7..0 35 7 IS BO b 2,ZO 7.0 40 /S fl0 40 lfl0 AO 7.0 15 01Son coy l," .gee,wn err s.em• - eaa P9 Miofi 50OX and or uaderdrofn os ordered by mginoer✓ Vita/ Pavement Cross Section N.TS -D+r� Pore M mat» suwbg fie LMbocfir obese bs pahM aWavws ry ,oily /ar msw/lihp w aS/A - 4a9VA reTd fbhs mtttnd z4§M1aY LIEW w e dales morw/w »vas fah no mama prwafr Bhar J• h dbalst_, rw Awes Wino. aloe _ agaMc 12:4iiler. pWa h !Y tw,d �arwacr a Lrawrsd Us oath MY _ 114" ro 314' au»ed stave os err..✓ by Fngbrws avow Ma cevMMre .i �c i�sea� nine � oars a aaa PMy z' Brew srreWan bweyaa.l (rsg b.,e..wM roe xa..a r ro roost Fa e__1 pave a • ro J/4' - aram er r c»eMhs er pee (bws(trbse m I 95X 90X stone d stmdad � a .proctor proctor � E I See films /m rob pee we »e Sanitary Trench Detail N. rs: 0+2 _mg ro unarm eeerie IM CmbocM .hare be power f�,ed wyhay wxh OSHA - laS/A r� fWnx ' e 9g msrarw »err rw•, ao arrows Basra Min Y n dhmefar, run 95 y bw., a„I�1Gr'xw I90T dd st a /:xddMa onae P-t-proctor aappsr as ehwoared � Um sail a a I/1' to J/4' E sashed star os a wed by rngh aboK Me cmrarr»e "2- � awd a ,age pve) Y Reis sr .,worn., D + (hg baxh�d�undw po,sd 6 11'4' to to 314' cradmf slam pma hr »pops below ronradne o/ pee und)sfurbed materWl to.-- UPe card ».s o 1 ` RRadii threaded an both rah r stew % L Os with carts an are Wga Wr Jo" I M. m/y. u connect_ lies hr 12' to 24' Ai w 1 A Ran A/temote ca nectlar a Rein/ oral edge Notes f. toe plate to be punMed to match holes h skirt /o. 4 ga/h"wh zed bolts M be hmhished Length of toe plate fa W + 10" fa- 12' to M'0famet_ pope indusiro meal w + 22" f_ J$" to 4e" eWmefa pore haWsiw. �12 2 Skit sectkn Wr 12' to 24" dbnerer pope 1osharwe to be made h am pi- 3 Siw section Wr 30" fo 48' dWmetr pore Hd inN ww r be made fisn two sheeb plied by rMthg _ bwthg m, cart_ /bhe w/M Devotion gwwht:re r/wes _ bats. 4. Connect_ sectmn er plate and foe PAle cg ty _Vc to be smne gage w writ arM eaM to be gown/zed 1 luwneHr rem /•1 IWc01Y li/1Y 21` g lh"tY a Plate 1 24' 1 0.064 9 I 13 1 61 41 148 2- I 1 pkc oum sectim End Section Detail nts Storm Trench Detail Al T.s line Cbnrrxhr oral/ be resavw a9/gA - 1p3YlA hx 5liA e NM ey Me fn19rer. nab rw stares yreafr e( row, J" n Nmhe[r, rro i4a\' koz» lap. aye a _9anc msrwM Use rind is a 1/1" b 11 gushed aeons as adored by Fiq{xo' oboes pm mfMxm .neap- Nero se ova syrahr anau a age peel Fa wales pees ass -if eb _ I�/I" ro 3% " au»real stone errwbxye opyn Construction Notes I. the Contactor wit be responsible for al/ constructonn of water main, storm and smitmy sewer systems as shown on the plans. He will be esponsb/e for all necessary adopters AttfngA, eta to make connections to the existing and proposed ati/flies. fie Cant attar shill be responses for oN work shown or falp/fed on the plans and/ mAweaced in the pecir atims and permits The C tractor shall submit tor approve/ by the Engineer a// types of materials and products used Water Main 1. the pipe fin water main shag be ductile iron doss 52 manufactured in occoraance with AWWA C151-76, Or PVC pre- pope DR 18 (Schedule 80) AWWA C900, as noted an the kbawngs. A// pipe she// have push an type pints All Attings, vdvas, etc shall have mechonfco/ Dints PIP, fittings shill be manufactured by Go., u5 Poe,✓bns-Ma"Wiq or ppro d equal Z Ail pfpe shall be instilled n occordonce w/ANWA C-60a fie pipe shall be kept bee of foreign matter and debris dining insta%abon. Hhen the process of Poe /oymg has stopped any open sods of pipe shdf be plugged Thee shall be o minanum of 6 -0" cow over all pipe and service /fines Any pipe de9ectim shall not exceed fifty (50) percent of recmmended monufactuwe r maxiruum defection. BOckM/ materials and prpedues shall be as detahad on the crowings the Contractor rho/ be reponsrYis for any and ill sheeting and/ sharing necessary to comply w/OSHA - VOSHA regu/aboa. J fie lesting of the water moire shop emsaf of the testing of al/ installed pye, services hydrants, etc. fie testing shall cansist of o pressure test followed by o leakage test All testing shall be done with potable water and n the presence of the Engineer fie pressure test consists of montanng o minimum internal foe pressure of two hun&ed (200) pounds per square fa e inch two (1) hours. Falure to hold the pressure (t/- 5 psi fo the W-ihed time constitutes fallare of the lest far the particular sechan of p4oa Me leakage test shall be conducted far One (1) hour. fie time for the leakage test may be ndurled with the time of the pressure lest. During the leakage test the quantity of water necessary to montoin the testing pressure of the system shot be measured The /-*.V. shall not exceed the allowable values as shown In table 6 AWWA C- 60a Failure of my test section will necessitate repair and/a replacement of the foiled sectfm. Working pressure and test pressure shall be determined just/y by Engineer and /xd ppava/ ogahcy. 4. Chi inotfan of the system shall be acconioaOied after the water man has been successfully pressure tested and thoroughly pusher/ Dfsnfectfm shall be in oaard ce w/A#WA C-601. the method of d/ liAe rim shall be approved by the Engineer and Only after sarw s of water from the flushed dfsnfected mom shows no evidence of bactenhlogfcol contamination. Use 50 mg// fa 24 hours the c entmfion must remora oboes 25 mg/7. Tab/et disnfectim is not acceptable Sanitary &Storm Mains 1. fie pipe for sanitary sewer and stmn shall be PVC gravity sewer pfpe WR J5 (AS1MD 3034) with robber seoh'ng rings. All Pipe shall be laid to the line and grade shown an the plans. 2 The installed sanitary sewer Poe shall be low pressure air tested In the presence of the Engineer. After pope cleaning, the pipe section (manhole to manhole) shall be tested according to the following procedures: An intend pipe pressure of 4 pounds per square inb grunter thin my bock pressure due to a water table shall be created A minimum of two (2) mnutes shot/ be d/owed fa - temperature stabp/zot[m, the pope sech- shill be considered ocrptb/e whin, tested at a pressure of J pounds per square inch greater than any back pressure, the section does not lose oar at o rate g eoter than 0.0030 chn/sf of internal pipe area. Separation of Water and /or Sanitary &Storm Mains 1. No water man shall be closer than tin (10) feet to any sonft y sewer, storm sewer or sanitary manhole and Ave (5) feet to my catch bosh. Provide minimum of 18" vertical sepaatim between water main and stam/mnito y sewe, estirla and Notes /n addiban to the above requrrmenhv e// water lines and sewer /nee and manholes shall be thoroughly tested by the Contactor n --it-- will, the Enwronmmto/ Protection Rules 9110182, Append. A, Section A-02(✓&K) and A-04(CAH). Note: All consbuchor shall be accomp//shed in occordonce with the stondmds set forth fn the latest edition of the public works specificotron of the Town of Smlh Budingtm and refs raced pecificotions n the case of cmX ,, the more strfngmt peciFwation shot pp/y Contractor shall keep a log book of at least three swing ties to service locations and my points of deflection or water man fittings Books shall be turned over to the Owner upon acceptance of wwk. Bevotkv s to the top of services shall also be recorded D+2 pare fo mat» or/sr g �� a vows F1;s- Istandad Proctor Lh�rubW matefM� Water Trench Detail N. T.S NOTE` Top may be mode diectfy to ductile lion pipe. With other pates use either o coupling contorting o foctmy-topped brass bushing or use o double strop service clomp. All tops larger than I" require the use of bronze sodd/es. All brass unions and adopters shaft be Mueller. I -Access cop paved / gross r-Tefescopic curb box, buffalo type Mueller H-10J34 m o Tapping sodd/e approved equal qow F-1280 (fin di.) .c' E F-6350 (for PVC) corporatim stop Mueller H-15008 or approved equal --- Mueller Frost or equal W solid concrete block Water Service Detail N TS. Erosion Control and Construction Sequence 4 the purposes of erosion control shall be discussed with and approved by the Engineer and the Town of South Burlington prior to any clearing, grubbing, stripping of construction of any kind. 2. All erosion control shall be placed as shown on the drawings or as ordered by the Engineer. A// erosion control measures shall be, at a minimum, inspected weekly and maintained to fulrr/l the intent discussed above. The Contractor shall maintain the erosion control measures until the Engineer is satisfied that permanent ground cover has been established and that further measures ore not required J Wren erosion control measures are deemed no longer necessary, a// materials detained including slits and construction debris shall be collected and disposed of in a manner acceptable to the Engineer and the Town of South Burlington. 4. if highly erodible sons ore encountered the Contractor may be required to provide Aite matting, gabion of rivet mattresses, rip rop or other measures as necessary to prevent erosion. 77ie Contractor shall stockpile hay boles to protect, at a minimum, all work in progress. All exposed embankments shall be topsoiled, seeded and mulched as soon as possible after construction. 5 The Contractor shall use water and/or calcium chloride for dust control The Contractor shall also sweep Bartlett Bay Rood as required to maintain dust control Mirorr, Errvrofence or Ati-o8 100 War fabric ,ihp/e f brie to 1 ro Form 12" Stoke deep ranch lay fabric !n bottom rover with grovrl--\ knee Ballast A stakes driven on downstream side of fence w fence or Mrob Enwrofence 17ter fo6m on upstream side r�j V To be hstolled at 50' to 75' Section A —A ,i li mterwls depending on pitch, A or as shown on P/erns Ti!picg/ Temporary Silt Fence Erosion Control Barrier N. T. S Use high strength non -shrink grout 185.0' (pond ova -flow) _ 184.8' (maximum water surface Q e�iewTim 3ur'wg storm ewvrtT---'�---_---- Inlets s)a// be 6' dxtde Non pipe rich dam fumed elbors. ln/et A sSd/ be ntfad riM a typkw aet/ar kdt ke type of sverr. Inlet 8 be fitted with o flat hardware dotb type soroen. Inlet 8, invert Q _ 183.5' Lnonnd water surface p ____ __ e%whan o1rrirrg small storm eMan1J inlet A, mvnrt z AJ17.1 h41 A gapowrle auk 1 pps. Set esef 8 20' dyht of Mel A. 8' mJnNnuml 180.J' (bottom Cost iron bee hiw home and grate or welded steel bosh rock, contractor sha// submit shop drowmgs for oppro of -- 6' x : y'+. wol.7—f seal with r 1 ' non—bIr k gout. I' 18" ADS N12 PY/e invert 4 _0• out - 18.150' • flow out - ! Mastic, '0'rmg v a butyl rope. Co beeF by cwrp, O%ero/d err eeeal 42' cIx-ee wmP -.emir ,w ro.mw+ A.I.wro �r✓ re •J/1 b J J/7', waned elm /z rind brbsd mefwN 7 =6' Monolithk ueseu.bee moral Detci/ — Stormwcter Out/et Structure NTS sere RAILROAD MarS Fi-M face mom may exist adpcenr to -Aood Prop-ry I,ecoro ar! a.a k4'moS eosaNlor Deco wed State of Vermont (leaved to New England C:er/tra/ RaNmod) ,Ec+u.s 1 as4 owe ee�esY � — RA/LROAO 7RACK5 87 — ., — awnmr J — —S 1946'14" 1Y__ w �,.r aaaa rrr �,ym.,r 20' Riq f- blNvtx t A.w Dtab'L.e•+ �'_+�-�_--__ _-..... District E. sem 727. Pope 163 V�l�r-� UfN'.Yy Eosamant anf O --- My Cmlrne etlr C0.. `` 1 .... — YE/ecftoy/7- ,.... --------------- Pa 9e 4B7 --a— Ma 7974 ^ \ 1 l / Or ofSOUM BurtA9 fan y yy •-`--�, �{ __ '- _ _ — —_— aYrM 7r 7ANY---`--- laadWe 542,. Po9e 13J ,� 00 I .� _ ---__ f p wea• .r..a• J „� t.:/ 25' Access Rood Easement I , 1 C/ty of South Bufth7gton \ \ ✓o/ume 542, Pope 253 \ \,\ \ •\'�\. _ , �/',/, _�__ __ vat..✓ /,//. October 9, 2001 Shearer Chevrolet Com,,� Inc. ny 1 \ Area = 12.10 acres Ydume 3 Pogo JUB \ / j e9e 20' ✓ tatiw 5-4 Element City of South Buffington Ortabrs; 28 t , (ceosm+de M«rgaggog 1 Ydume 542 Pope 2 J er Octob9, 2007 Volume 104 Page 487 Norco 22 7974 1 / y 1 t TI (w onrK Deed) 1 I j � 0 \ J - 1 Mo9 Natth �etic 11 I 1 1 pl 5" Underground Utdity Easement I dp—t to Bartlett Boy Rood \ 6Y-vw Mountain Power Corp. \ Vol— 89, Page 429 1 NO—ber 1J 1969 See Easement for desorption 1 1' 11 Of------------------�--_ 1 MAC AV Holdklg4 LLC V-3 1 Ydume 457,, P7, age 581 CT July 1999 m 1 Le end %%/•7/!//, / /� r%//,�/ fawrf. a.ammf AVK I / �/ / j�� /�! • j<�� / _ • cewrerra aaur ® Saw nwwMaY I - ai Route 7 0 _ 195+00— State of YermOn, V.I.-482, Pogo JJO August 18, 2000 ° 719.74'_ _ err! aarc ,a' �OI2 - - �-� �.., •;,,r _ _ _ .._ ---- - _.. _ _ N 18�12%F7-"—E A�erl�AY' 1NIY. Original y State of Vermont _M7+a0 _ 398+00 99' Right of Way TO SIELBURNE maagrsn Map References t R—M 7 R.O.W. Mars - Sfote o/ ✓mmmt Apency o/ T ryarfafion She°ums - S ffi 9«I g9 L .abet F-EGC'-Ot9-410r9 evfed 9/12j95 Sew- W - " 0/ 727 2. Clhm%%Ivh NbIw Olsb t - Rlot- f-Way - MrDs-ry o/ Rdvr & d• .hhrr F _q,_ by Pwrbn Aarmbrax hc, Moper / 691Er ab.rq B7J9, obJM 1y17;V J. Yasasrmt FM fr st-- - r rmnf Sphar ord st— C«rLear Ramat i— by L� a L#ckhsvr Cnsefi'r9 En➢hee'a hc, abree 1/251'WM,, rtcvrbd h Yqe K-Au- 494 Pap M 399+00 _ 400+00 y 101+00 — A031 00 a M3400 Route 7 TO BURLINCTON j State of Vermont 1 1`\ 1 1 ` 1 1 1 1 1 1 a Original _+00 _ S1ote of Vermont Z 99• Right of Woy — — OVS( C1I55 rom4 h pia, !]ra'rrf.d - - — r]R56 f913T9/,a7 � �� — — — — — b nQ I feu' ]19� — — — — — — — — /t! •.Dv ArrM IeSI — — /fX JZ9/,m O' 15' S0' too' 730' 2LYl' 250' Bor SCOle 1-- 50- LocntDwn Maw Nor ro mina Zonino information cz- �2 Surrey Notes r. Na/M �eK � wee ow oe salsa m rayatt aQpv KrOs AS1—b J5- self o/ Nnan/c olrb, ws ebr d' Lnsh9 .Sh/wY aI LtiW RSYfX 2 A Hw,e fen— 24 1984 ✓riW o Mmabd- and stool[ akrfares mart r>b o srw rape. Aabtaard 1 J 1y em cvMrcrne h 991, .9BQ 99t J9.9ft anA Yoy 2M1. Boundary Notes 1. IM a.eopran, a Mw fawb oM iM rrwrcr laaarw ore r -rr n Me 9rar'ne wn ao+Wo'M oe o.arla.e ro «awa MWa haM �Y fh9 Mnk'o' mvrumen'n'rotkn. card/[. 1:1 .. ph/mlcd .wbWM me +rrfrM eMMc. w mDafnf/d, a se, ne/« eocrmnta Na e M araufee ro Ylnhe- ny nJ or lifb « —fte 2. Y .r. bow bwsr art it me m rM vane .1rra sham m Ms a-f o/ y +lre'a it Me whin o/ Ma av � if ro, rr,w>ue ro ahor a pchf trot oMsrwbr mawms+fed ,i My baagoy Ar(armiwrbn, Dnsee n abew « eaanwrfe /raaree h fM p✓hrk rmuMr Dy e1A-h f/M « rrgb- .art far (o tM .Wan« « f/Ne ryi- it Me /ores o/ NNbn Shsvr .awe aWMo-.a(b saDprt ro Ms y aaa /e9my wabaenYr- Nn.,. Mow erot « emrmn. w wx,-yovrr em✓rw oa o mot.. of ro. « aorraa...w. « orLww„ h rL « mreah « w saws wn amreau, eaad✓Yna of rorr; Men rM hei Dares earna,.:w r trot a wu A !M ewmwy dtnrrirofiar oM Daeab.lss aMmr w of suhArcf ro Ms a y oM byu'My « /aot o/ avMo-XY o/ y grmf« « «arw .M d.oex+.e rbr nybr of mrdy ee x .moor « caeran Pqo.-ry « rp✓,m h our roe PwpviX 5 ay d*w oegewc n Ms Pbh a/ y of ea.lody tires a.. abvc(vw ..ab,+w of eaowvy srw /s- Nlxnar sheer« ... focvfW er ixbeonslry. 6. IM strut o/ Me elr/ or aTarx paaasss'n « oM« unw/ffn dafna // 7. arMlouoebhwrbpaMaaoTo fMf rbn«L Mrwp nX , H f ronMNtl« toa A wfwrwm YD.Pen., 01 ny ot oy ibMf Wv w iMa by ~ PnWo y aanay pew- v mmapa' b +pea+/E+asY una✓bhHaeG e Move a/ o ✓f•TY raenwri b !M brYM o/ Ner Firyne TYpI w oM rrrWy Ca .a, rrro..rW h Yoinro 157 Pap St2. Larofio+ oI Mb saanYrf b wMe«. 1/23/03 Landscape Review Shearer Chevrolet Krebs & Lansing Consulting Engineers 1. In a planting of this size a minimum of 3 different species of trees should be used to reduce the risk of failure due to insect and/or disease infestation 2. On the south side of the property there are several trees which are located on the edge of the stone swale. These trees should be relocated to provide the trees with a larger rooting area 3. On the north side of the property there is a large gap where trees aren't being planted. Additional trees should be planted here unless the site is unsuitable to support tree growth. 4. A planting detail should be included in the plan. Planting locations where there is currently pavement should be excavated or tilled to reduce compaction. Soil in these locations may need to be replaced if existing soil is inadequate to support tree growth PUBLIC NEARING SOUTH BURLDIGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Bur- lington City Hall, Confer- ence Room, 575 Dorset' Street, South Burlington, Vermont on Tuesdayy February 4, 2003, at 730 P.M. to consider the fol- lowing: 1. App11catioh #CU-02-29 of Ken Des- mon seeking conditional use appproval under Sec- tion 26.05, Conditional Uses, of the South Bur- lington Zoning Regula- tions. Request is for permission to add the following uses to the list of possible uses for the multi -tenant building: Rental of equipment and miscellaneous items, in- door and outdoor recrea- tional facilities, educa- tiona) facilities, retail bu- siness (excluding shop- ping centers, supermar- kets, department stores and discount stares),fe- deral, state and municip- al facilities; equipment service and repair shops that include retail and accessory uses to the uses listed above, 12 Gregory Drive.. 2. Final plat appli- cation #SD-02-82 of Magic Hat Brewing com- pany to amend a planned unit development con- sisting of three' (3) build- ings on two (2) parcels .totaling 6.73 acres. The amendment consists of adding a 25'x8'x8.5' tank, 5 Bartlett Bay Road. 3. Request of AN Construction Corpo- ration to extend for up to two (2) years final plat approval #SD-00-03 dat- ed 3/7100 to construct a 10,500 sq ft. office building, 1045 Hinesburg Road. 4. Final Plat appli- cation #SD-02-79 of. Wil- liam Shearer for a planned unit develop- ment consisting of the expansion of an existing 44,530 sq. ft. auto sales and . service facility by adding 27,466 of building square footage which in- cludes three (3) additions to the main building and construction a new ser- vice and repair facility, 1675 Shelburne Road. Copies of the applica- tions are available for public inspection at the South Burlington City Hall. John Dinklage, Chairman South Burlington Development Review Board January 18, 2003 SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 December 12, 2002 Krebs and Lansing Consulting Engineers 10 Main St. Colchester, VT 05446 RE: Shearer Chevrolet South Burlington Dear Ian: We have reviewed the above referenced project, last revised December 2, 2002, and offer the following comments. Please refer also to my original comments dated May 4, 2001. 1. All constriction drawings and plans shall have a note stating," All work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for All Water Systems Owned by the CWD, the City of South Burlington, Colchester Fire District #1, and the Village of Jericho." This set of plans does not show this note yet. 2. The South Burlington Water Department (SBWD) shall be notified at least 48 hours in advance to shut off water service to the building being removed for this project. This Department shall turn off the water service to that building. Also, the Department at the time of disconnection shall remove the meter and remote. The service line shall then be cut and capped immediately after the existing curb stop by the contractor. 3. The SBWD shall be notified in advance to locate and mark all water mains that may be involved in this project. We shall also be notified in advance to inspect all fittings, taps, crossings and thrust blocks prior to backfilling. This is especially important at the "dog house" manhole and connecting pipe located on Bartlett Bay Road. 4. As previously requested, the CWD Wholesale Department would like to see a detail for the storm line crossing with the CWD 16" DI water transmission main, located just south of Bartlett Bay Road. Additionally, CWD must be notified in advance to be present when this crossing is installed. We request a preconstruction meeting with the contractor prior to the start of construction. 5. As previously requested, the plans shall have a note placed near the detention pond on the southwest corner of the project stating that the water transmission main is to be located prior to excavation of the detention pond. Further, the water main is to be 10' outside of the nearest portion of the detention pond slope. 6. A backflow device approved for the appropriate degree of hazard shall be installed on the new 6" water line on both the domestic service plumbing line and the fire sprinkler line. Please contact this department if you require more information on backflow protection devices. 7. All Details should be modified to those shown in the Specifications and Details for the Installation of Water Lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, Colchester Fire District #1, and the Village of Jericho. Specifically, no concrete shall be poured around gate valves as shown in your details. Please call me if you do not have our specification and detail latest revisions. Since the contractor commonly refers to only those details, your details must be corrected to be the same as the one stated above. 8. Upon completion of the water system construction project, "As-Builts" shall be supplied to the CWD Retail Department in the form of one hard copy. 9. This department shall be notified of any changes to this project with revised hard copy plans. If you have any questions or concerns, please call me. Sincerely, South Burlington Water Department Jay Nadeau Superintendent Cc: Ray Belair Plan reviews: Shearer 12-12-02 Permit Number SD- " 1-� - - J 61 CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD: John F. Shearer, 1675 Shelburne Rd, So. Burlington, VT 05403 2) LOCATION OF LAST RECORDED DEED (Book and Page #): Vol. 118, Page 463 3) APPLICANT: William Shearer, President, Shearer Chevrolet, Inc. 1675 Shelburne Rd, So. Burlington, VT 05403; phone 658-1111, Fax: 651-0239 4) CONTACT PERSON: David G. White, David G. White & Associates, Inc., 168 Battery Street, P.O. Box 1007, Burlington, VT 05402-1007; phone 862-1225, Fax: 862-3601 x13 5) PROJECT STREET ADDRESS: 1675 Shelburne Road 6) TAX PARCEL ID #: 1540-01675-C 7) PROJECT DESCRIPTION: a) Existing uses on property (including description and size of each separate use): Automobile dealership (including new & used sales and service) b) Proposed uses on property (including description and size of each new use and existing uses to remain): Expanded automobile dealership (including new & used sales and service) c) Total building square footage on property (proposed buildings and existing buildings to remain): Existing: 44,530 sq ft Proposed: 71,996 sq ft (not including mezzanines) d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): All buildings, existing and proposed are single story. The existing main dealership building has two mezzanines used for parts storage only. They do not house personnel, nor are they customer areas. A third Shearer Chevrolet Post:90 Fax N to 7671 Date G b C ages To From Co./Dept. Co. Phone # Phone # Fax # Fax # cation mezzanine will be added to the main building as part of the expansion/renovation project. The tallest building is the existing main dealership building which is 25.5 feet at its tallest point. e) Number of residential units (if applicable, new units and existing units to remain): none f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Shearer Chevrolet currently employs approximately 95 people, with about 60 on site at any one time. Over time, this expansion may add up to 20 additional employees. Enclosed is a table of employment categories. There are approximately five company vehicles (aside from inventory). g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): The Bartlett Brook Watershed Protection Overlay District and Traffic Overlay District are applicable to this application. h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: Since Preliminary Plat Approval a number of detail changes have been made: 1. The State has taken the ROW for the widening of Route 7. This is shown on the revised survey. 2. The City has completed construction of the new stormwater pond on the Shearer property that is treating run-off from route 7. 3. Per our meeting with the Development Review Board on May 14, 2002, the following changes have been made: A. The proposed free-standing building has been eliminated and replaced by an redevelopment and expansion of the northern end of the main dealership building B. The western curb -cut has been re -aligned to work better for internal circulation. C. The front row of display parking along route 7 has been retained. 4. Per the discussion at the time of approval of the Preliminary Plat the lighting has been revised to be 30 feet tall, consistent with recent amendments to the zoning ordinance. 5. The total net new square footage proposed at sketch was 38,960 sq ft. At the time of preliminary Plat approval it was reduced to 29,722 net new sq ft. This plan has been further reduced to 27,466 net new sq ft. 6. The landscape plan has been refined to have more consistent 30 foot on center Shearer Chevrolet Final Plat Application Page -2- spacing. Evergreens and shrubs have been eliminated and the total number of trees has been increased to 55. 7. The stormwater system has been redesigned and enlarged to meet the latest state standards. 8. The phasing schedule has been revised (see below). Shearer expects its business to be significantly reduced during construction of the Shelburne Road widening project. It is not prudent to make significant capital expenditures until the road construction is complete. Thus the schedule for Shearer's project has been extended such that the majority of the work is to occur afterwards. We request approval of a final completion date of 12/31/10 to permit this. 8) LOT COVERAGE See detailed table on Site Plan, Sheet 1. 9) COST ESTIMATES a) Building (including interior renovations): $1,100,000 b) Landscaping: 22,825 c) Other site improvements (please list with cost): $100,000 10) ESTIMATED TRAFFIC The following information is based on the ITE Trip Generation Manual 6`h Edition, use category #841 New Car Sales Dealership (including associated functions such as service and used cars sales), based on number of employees. a) Average daily traffic for entire property (in and out): Existing: 2008 ADT Proposed: 2431 ADT b) A.M. Peak hour for entire property (in and out): Existing:64 Proposed:77 c) P.M. Peak hour for entire property (in and out): Existing:91 Proposed: ll0 11) PEAK HOURS OF OPERATION: 7:30 to 8:30 A.M. for arrivals and drop-offs and 4:30 to 5:30 P.M. for pick-ups and departures. 12) PEAK DAYS OF OPERATION: Business is fairly consistent weekdays Monday through Friday, perhaps slightly higher on Mondays. Shearer Chevrolet Page -3- Final Plat Application 13) ESTIMATED PROJECT COMPLETION DATE: It is anticipated that this project will be completed in phases: Phase Anticipated Completion Date 1. Site fill and stormwater system. 12/31/04 2. North addition, site lighting and landscaping 12/31/05 3. Service Dept. Expansion & demolish used car bldg 12/31/07 4. Free standing servicelbody shop bldg 12/31/09 5. South-west addition 12/31/10 14) PLANS AND FEE Plat Plans shall be submitted which show the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17")theC plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the Qnal pl t application (see Exhibit A). I hereby certify that all the in and is accurate to the best of A' as part of this application has been submitted RMWWMW,r „ .... .� Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Complete _ Incomplete Director of Planning & Zoning or Designee Date Shearer Chevrolet Final Plat Application Page -4- SHEARER CHEVROLET South Burlington, Vermont Abutting Property Owners/Addresses Kurt V. and Laura M. Reichelt Allson Partnership Trustees KV Reichelt RE Ross R. Anderson 9 Pine Haven Shores Box 1100 Shelburne, VT 05482 Burlington, VT 05402 Mac #2 Holdings LLC MDT Partnership 1233 Shelburne Road c/o Willie Racine's South Burlington, VT 05403 1650 Shelburne Road South Burlington, VT 05403 New England Central Railroad 2 Federal Street, Suite 201 Ibrahim and Magali Ulugi St. Albans, VT 05478 800 Apollo Street, Suite 215 El Segundo, CA 90245 Kevin J. Plette and Katherine M. Purcell 2 Twin Brook Court Barbara Leslie South Burlington, VT 05403 18 South Beach Road South Burlington, VT 05403 Jonathan and Marlene Tibbetts 2 Brigham Road Erwin and Ramona Waibel South Burlington, VT 05403 1 Twin Brook Court South Burlington, VT 05403 City of South Burlington (575 Dorset St. Jeremy and Mari Siegrest-Jones South Burlington, VT 05403) 1 South Beach Road South Burlington, VT 05403 Nathaniel R. Lash Trustee Millicent C. Lash Shohreh B. Eckhardt 1515 Shelburne Road P.O. Box 2071 South Burlington, VT 05403 South Burlington, VT 05407 Antonio B. Pomerleau Lydia and Richard Lowell 69 College Street and William Bartlett PO Box 6 10 Brigham Road Burlington, VT 05402-0006 South Burlington, VT 05403 RA/[ROAD ]RACKS ! Net/and Impacts. - Permanent Impacts (not indud/ng detention basin): ee 0.9983 acres = 4-T 485 sf N rro rao e)praon pod — - — _ N.. mwf .hMrn.•.. _ 17•�— _ _ _ 5W a tail p-pwt /o✓- moh rune apq A, p, q _ —,toy fora L on it mo.1i p✓b to car96rncfwx Rw'oa°N R nw.ssvX ZI _'._—MF_.--- _ _ 1 -~ ----------- --- 1 \M 1 E. W 12' ADS —r .l ADS ow f — wK. —.. 1 +l,i ' it oh .felrn I —•—.._ _� — 1 + nw.tar nhah-IhF /a+c. ---- -------- I ever I I sforN � 4~ �,�M•Vr RAILROAD TRACKS A#—.trfs.ehr 1—b-1 - _ — rns f.NdW- w 9wow� _ lq yr9ti rood '- —.. �.- '_!�.-.- nx A/ rrV AIy/VVl : IVAIXIVr1/A '\ Proposed Pavement� — 7 - --- area = 7A0 5 sq., ft. + I 1 f + 1;" 1 1 1 Y`, _r 1 �1 LEGEND; R 1 Cmbw Pohl ® 1 •�� U11'ry Pow 1 F7w N,dmf �[ 1 F IWJV t— to rm r — . i o O New Nr1aA p°W , AAo' Ivor. P'9o.rty tit. Futo. Rout. 7 kp'o r, 1 D,M—W—Brd 50' —Hood buff- (pr South 8.*,t— —") N.. Prom the .----------- ----cm .. mrr Q �— N.. eo✓f /Ir, ---------------------0 - ,sue r TO SHELBURNE 8-AC—ter 12' A. C —t- m.h Aler.r. a.Atlra-�c -• . N M reriakee f `Lhu1' of new powrg (eon vAor Aw dd.+hg of 9rwtlkun. Abed) C- erwc. SH£LSURNE ROAD (U.S. Route 7) "` er ebe of INnfr AW pwrflsree.d ewrh¢ JI'-I' oAerswa _ ✓7'GN $Y—Wa 20'rp Me .sews + pod t--&.. soil Rio 192. J5' h. 186.9' —Erbc IJ' ADS ca—t ore- 1ASor feH92" 4' go, /ire � e' AG .°lam nwh Porkit [///0/%{ Custaner p/oyva Parking Sp, Note: A// other po--t striping shown rq.,—ts invcwtory and d ploy areas Actad strphg k, L0C9t1011 U97 these areas is Conan& and sho// be changed of the owners Not to ecaN direction. Planning and Zonog Information Area., 12.10 acres Zone., C2 Existing Lot Coverage: MTAL �OMMwoI.M ha . 191.2J' Lot Arno Gddhpe Pb—t COWRAW Re 0- ex/st/ng pa--t, sow cut joint rxsyvv 44S,i0 s/. 23Q829 s f. 283,J59 sf. 5toW-t 5J4,481 s/. rare!.t to" Ar R—(. 7 8. 4. UOX ,pYG °i -t sf 237754 ,0„sf 282,284:f sror. of tokhg to, Raur. 7 527,39s al. A4X 45. IX SJSX Proposed Lot Coverogx TOTAL Let Ate. dr/bllrge AaVsnerrf WWRADE PROPOW 297 16J a °Oto SUM.o,/ Wmmf JLX 481 A/ 71, 996 s.11. .t J59,159 sf. tokiV Ar R-t. ] 1J5X 5S..6X 69. IX tN>oOM-D 296,088 s.f. ..V. .Rr 71,996 sr. -Herr ra ter -f J6d084 sf. stot. of v--t folerq hr R-1. 7 527,J95 sf fiex ...+.+ 56. 1X 69.8X asnMG plOt/+ Front Yord Lot Coverage., To BE 1 i 0y{0 r \ 1 Tetd F-1 Co..,.. Totor F 1 Co..-." Abut. /7 tloawl Boy Rd. T9 BURL/NCTON ---------- 12_ A.0 fa moir Abw doYnes AC .1w elelr &*Mg stot.of V--1 takbrg f— Raub 7 23e5a `/. J7.I99 /. 6.i.5X 9ee5 a[ 14J7o aL N.8X Phr—d m,w'o9'. Prlo" fo us6e aL J1.499 a/ sent .f 2aJ7a tollg f- Abut. 7 451 /X 31.3X pl-o"M wog. onr to 2s4J5 a9 J6,9fs of &57J asI 21.406 f 5W. of V—f fathg Ar AWN 7 77. ox 31.3X W —40 w 160• W. Bar Scale ,• _ 40, D—b.- 2. 2002 feWN vto—kv a —*V b/ 72/b1/1 Nownbr 22 2002 po *,g apocvat new -1-f— omehuotlar 1-1 1f/22/t Art 2.1 2071 f —b, d t-tbn boNr b' 7 Dots -Wed Do—ptio, drecYed Obfs Design /AJ Site P/an Dram Checked Scale 1 ��° Shearer Ch e vrole t Date May IR 2001 Pro t 00/24 Bb'1JJ Srielbums Road South Burlin tan ✓er A Mf" dt Z"SIWC ConsuhYrbg A'ngir6eem, Inc-- /Af Alain S&wvid ColeAesfer, Permonf 0544B i 2002, .by °� of , — s Vail Colewa& �herein2S r as `2a dl an Shes�er avmlct ,o'ttl r. ghee. �fovmSouth E=Iingtfa, Vermont IL vcf=l C T?Drztio z with a te: ipal F" to as "Seranf'). w'si'rRR&S. the, hrve mtazed zero el,sase 1Weet den October Za, 1956 !vr erz prczn=ems loud is SCU'J3.3:t; n;ton, Cc�uaty or G'biLte din, sad State of Lr sU�,i, on �,h a way erlS side of :mown zS >.he Shearer Chevrolet Proper:}' tt-W City of Scutt Burliagton is S*C? g to xns vct, mai=" =d reP acz a st raz wst= �g�: s'�'s,,� oa tj:0 P:og¢aty+ (the `'Sto= Wale: Sys 6 m D 7�^ P WREPSIAS, tht S-t� or Ve,---iz3r-iss:.:..- •a widen Berate 7 adjaxuL ra the Pzop=rt3 and is �, n m r=darr•n a partioa c: t�C ProPM-ty aad is ob'Z.inin9 easc.Ments, rights of way rmd o'_h= progeny 17t is is ennne= era wiu4 the constru d0a of Ro,.r: 7 ("Route 7") ��N�,R.o.?S, ;,aoiiord � a�raed to perroi: Teaa-it �a :�gotiats and covey such eEnmant_. rights of way. ftt tile, cr oLbx MoPtftY LI=Mss zs arc zeI"ired by the City of SQc h iazton for �- Ste= water Systems. en&cc the S=e of Vermont for Rout.- 7 N©'#,7 T-M7F 01E, is 0=sidarZd9n Or L' kz =ut =l peer r i::s ooaulaed he_t:r.L, ;he Lza--7 rd =d -1—== hereby agree Z . foL : i eat is hsrebv ,=te9 tile rig�'.r to n&privh with, s..t? e 'wttla a ad gram to 0 gove=mentai and =tha:i5es having jur+sdiotion cvw the Proparty including, luviffivr. !:meson, tac city af South $wji:gton nerd t o Slate of Vezmor t. a e~is, right's of ways, fec 1:�t:e or other Fropc_Pty i=.-C rs as n.;. --wz y for the Storm Water Sysbtm or Route 7. zf a- pverrrme=tSi .%U 0r.ty sc =I-s to = ,v= any right in tho Property in can=.=t;on .i ih tie Sto.-m NWKU= Svs-.& err 3:;o=e 7, T=ant at its o eloa. shall be per it0d to senle with r h pvc'3'i mamml agency cr appeal or o swine coat=t such em-iianatioa . Axi v and all s�t`1e; s air awards wh zh may "be or . ade i:. co=z� rt- :a wRh the Stora W z= S.rsta-m or Rota:. 7 shall t e paid to Te t- I♦ I.an ozd` s signar= .s r=T4C-.d on any do.•-urreuti :n ecL. tiraa � � S6� Wa..e: Syvtera = Rou 7, Tenant shall have the rightauthority to sign oa Lcn3lord's behalf exy .d s n dads, docume�, itsrnrncnt , gmlic�:ms, c)ris~nu, set'1_:neZts, pl=di erg or etrtho^.rations which wall be necessary or desirable with rm..spert to the Stares �i a Syse:n az Rouse 7. • .� 1n'vc:::.LR' it I f I I es duly ,��SS �h. OF, t�: pees have c8 ;�Sis Ap:'=c ba scd by . I S�4TE OF �V .. ,,� At d S kth.s THY by him sesF� ar d st�b=rbed to be his 64 �� 7oha F. Shea.er, and iz �Awledged th:s�, act wid deck'. my CGr;1TF11SSlOr tXprr�S �1��2� �� 3efoe I iI sTA - OF VERMONT Willi= Serer, I v Au-0-a iz:-'I Agent ho j.,C�0wledeDA tl : by hlm ttz fr= : C. and d> : i of S:-ir AREP. CHE 390re me: , yuly �um0!Z71 hyna� 20?2, personally dared L*.TC. ar d �L- frce,= amd. dad and Cl IY OF SOUTH BURLING ON DEPARTMENT OF PLANNING & ZONV4G 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 16, 2002 Bill Coon Shearer Chevrolet, Inc. 1675 Shelburne Road S. Burlington, Vermont 05403 Re: Exterior Lighting Alterations Dear Mr. Coon: Please be advised that your request to remove your existing pole lights along the front of your property and replace them with downcasting shielded fixtures on poles not to exceed 30 feet is approved. The approved lights are the Greenbriar Series flat lens with 400 watt metal halide lamps. If you have any questions, please feel free to contact me. Sinc. 'ly, Raymond J. Belair Administrative Officer CC: David G. White lnslo# a aspA&Wcwb BA -Vs-dmvyedge of PM7ng,bf 1 1� Q 0 1 ' EXISTING Add%don 66'by31' 3- EXISTING BUILDING 41,996sgA ololal"Il0 sq- 11 Ngm 1110;;41 60'x sI I I it x PL- EXISTINV- B JILDINQ TO BE aFUOVED PROPOSED /-- PRO OSED DIS s s g ``p�er-� Abweblvjak 'aP u,WOO' a w�ftMum ✓AOTam., Rad newSkOma s� 3 hP AWWWd kf *0&- V of&AAr!"M Road) +b Gr AWnO d — TO SHELBURNE 8-AC *W&Y W III SHEL BURNE ROAD (U. S. Route 7) TO BURL INGTON — 'II� m. — FIXTURE AND POLE SPECIFICATIONS Fixture A T Manufacturer: LSI iFixture: Greenbriar GFM Configuration: 2@180' (With rotated optics) Optics: Type III Lamp: 40OMH Lens: F (Flat Tempered Glass) Color: PLP (Platinum Plus) Options: ---- Pole: 26' Bass Cover: ---- Pole Color: PLP (Platinum Plus) Note: Poles are mounted on 3' raised footings. MANUFACTURER LSI Lighting Systems 10000 Alliance Road Cincinnati, OH 45242 (513)793-3200 (513) 984-1335 fax ISO -CONTOUR KEY ISO -CONTOUR FOOTCANDLE VALUE 1.00 0.50 0.25 STATISTICAL AREA SUMMARY Grid Type: Horizontal Illuminance at finish grade. Grid Units: Footcandles Ave Max Min Ave/Min Max/Min Parking Lots 2.735 5.490 0.758 3.609 7.244 Disclaimer: This analysis was calculated in accordance with published IES calculation methods and procedures with the data as entered by the user. This analysis is based on tested IES photometric data, light loss factors as defined in the LLF value. This analysis is a mathematical model of real life situations, and it can be only as accurate as the model itself. Calculated values may vary from actual measurements in certain situations. SE Group is not responsible for light output deviations due to lamp/ballast combinations or other variables. O z sorer iv MIX. CL-1.0 i Vertical Bum UnJ76h a Flat or Contoured I IE$NA FULL CUT-OFF i'umaiws A light fixture with a light distribution where no candela (light) occurs at or above an angle of 901 above nadir. Additionally, the candela per 1000 lamp lumens does not numerically exceed 100 (10%) at a vertical angle 801 above nadir. This applies to all lateral angles around the luminaire. Community -friendly lighting is intended to eliminate unnecessary uplight, minimize light trespass, glare COMMUNITY and wasted energy, and still provide quality lighting FRIENDLY as required in today's society. THE GREENBRIAR& FLAT LENS - WHEN FULL CUT- OFF IS REQUIRED With the Greenbriar Flat Lens, you can enjoy naturally uniform illumination for increased safety, savings and "see -ability." Outdoor fixtures that can reduce light spill are necessary for meeting today's ever -stricter zoning requirements for light pollution. The Greenbriar Flat Lens is designed to meet the Illuminating Engineering Society of North America's (IESNA) requirements for acceptable full cut-off classification. Greenbriar Flat Lens Vertical Burn fixtures combine the benefits of traditional Vertical Burn technology with the cut-off advantages of a flat lens. The reflector system totally surrounds the vertically oriented lamp to control the lamp output, while optimizing light distribution and energy consumption. The lamp is positioned within the reflector system to produce sharp cut-off lighting required in strict zoning areas. In addition, the lamp's arc tube is perpendicular to the lens, minimizing arc image and maximizing the distance to the lens surface. This helps to reduce any perceived glare. Is i41011 �A� �A� B ■ I B C J J Arm -Mount Pole -Top A B c GFR Arm -Mount 21-5/8" 16" GFPR Pole Top 21 5/8" 16"' 25" GFM Arm -Mount 21-5/8" 12-3/4" — GFPM Pole -Top 21-5/8" 12-3/4" 21-15/16" REFLECTOR OPTIONS The Greenbriar Series offers a wide variety of flat lens reflector systems to meet your needs, including these high-performance options: GREENBRIAR MEDIUM TYPE 2 GREENBRIAR GFR TYPE 5 GREENBRIAR GFR AUTOMOTIVE FORWARD THROW THE GREENBRIAR" SERIES - BROAD SELECTION. UNBEATABLE The Greenbriar Series has always been regarded as a high-performance Vertical Burn family of fixtures that provides excellent uniform lighting___ and incredible value. _ And now, to meet the growing demands of stricter zoning requirements, LSI has added high-performance flat lens fixtures to the . Greenbriar family. Greenbriar Flat Lens fixtures deliver high-performance lighting, = uniformity, and cost -efficiency recognized in LSI's traditional Greenbriar fixtures, in addition to full cut-off as defined by the Illuminating Engineering Society of North America (IESNA). With the Greenbriar Series, you cae choose from: ■ A Variety of Housing Sizes ■ Arm or Pole -Top Mounting ■ Five Reflector Systems - yg ■ Flat or Contoured Lenses ■ An Assortment of Finishes and Color Decals = Whether your lighting requirements""'"° call for sharp cut-off or broad lighting coverage, the Greenbriar Series offers,, a fixture to meet your needs. I ,I 0 HOUSING VERTICAL BURN — Greenbriar fixtures are available in three sizes to best complement your site Total Uniformity for Safety, Savings design and lighting requirements (see Dimensions Chart). All fixtures are finished and "See -Ability" to provide a clean, sharp appearance and weather -tight construction. Vertical Burn lighting creates increased visibility The Greenbriar Reduced is designed around a 1000 Watt Metal Halide Reduced through uniform lighting performance, reduced hot Envelope lamp, allowing for a more compact housing. This results in reduced spots and reduced pockets of darkness. This uniform windloads for lower EPAs, and permits the use of existing poles for retrofitting "see -ability" heightens your customers' and or lighter -gauge, less expensive poles for new construction. employees' sense of security. ■ Reflector completely surrounds vertically positioned lamp to control light output and maximize light distribution -- LIGHT SOURCES ■ Maximum light coverage and uniformity prevent Clear lamps are supplied as standard. Choose High -Pressure Sodium, Metal Halide, glaring hot spots Pulse -Start Metal Halide, Super Metal Halide or Metal Halide Reduced Envelope ■ Fewer fixtures burn up to 30% less energy annually lamps to meet your specific lighting requirements. ■ Maximum lamp life lowers long-term maintenance costs ■ Fewer poles and fixtures lower overall costs �--- REFLECTORS1DISTRIBUTION PATTERNS The Greenbriar Series offers five high-performance, high-tech reflectors which are completely rotatable for flexible, uniform light distribution. Available reflector systems include: Type II, Type III, Type FA, Type FP, and Type V. PFIAT!LtEm, ERTICAL BURN LENSES Flat lenses are available for sharp cut-off lighting, while contoured lenses provide broad lighting coverage. All flat and contoured lenses are sealed to the aluminum housing with an EDPM gasket to prevent entry of dust, moisture and insects. CONTOURED LENS VERTICAL BURN PULSE -START METAL HALIDE — F Fp� F For High Performance and Efficiency Pulse -Start Metal Halide delivers the white light of Metal Halide along with the energy efficiency and FINISH COLORS & ACCENT STRIPING lumen maintenance of High -Pressure Sodium. Each Greenbriar fixture is finished with DuraGrip" LSI's baked -on ■ Available in 250, 320, 400, 750 and 1000 Watt versions polyester -powder coat finishing process. LSI's DuraGrip finish r rQua H ■Longer lamp life (up to 30,000 hours) withstands weather changes without cracking or peeling, and ■ More lumens per watt is guaranteed for 5 full years. ■ Better lumen maintenance with more light output FINISH COLORS ACCENT STRIPING over time ■Improved color stability with less color shift WHITE BLACK ■ Faster warm-up BUFF BLACK ® ■ Quicker restrike DARK RED TOMATO RED GENERAL COMPARISON OF METAL HALIDE, HIGH-PRESSURE SODIUM AND PULSE -START METAL HALIDE TECHNOLOGY BRONZE WHITE DARK CHARCOAL IC m ® Whiter 90110 LIGHT GOLD BLUE METALLIC M UMMTFFTR.111111111� 80% •1 PLATINUM PLUS GREEN METALLIC ill 35-1000 111 EMU=. 10-30 "Reprinted with permission from Advance Transformer Co. Luminaire Lamp Light Line Luminaire Prefix Distribution Wattage Source Lens Voltage4 Finish Options i i Medium 2- T II 250 PSMV - Pulse -Start CT - Contoured 480V BRZ - Bronze 8BK - 8" Bracket6 GBM - 3 - Type III 320 Metal Halide Clear MT - Multi-TgpS BLK - Black PCH 20V - Button -Type Arm -Mount FP- Perimeter 400 250, 320, 400 Watt Tempered TT - Tri-Tap PLP - Platinum Plus Photoelectric Control' Forward Throw HPS - High -Pressure Sodium Glass BUF - Buff PC1208V - Button -Type GBPM - 5- Type V 25b 400 Watt WHT - White Photoelectric Control' Pole -Top' SMV - Super Metal Halide GRN - Green PC1240V - Button -Type - (Vertical) 400 Watt Photoelectric Control' MH - Metal Halide PC1277V - Button -Type - 250, 400 Watt Photoelectric Control' LL - Less Lamp NO - No Options Reduced 2- TteII 750 MHR - Metal Halide GBR - 3 - T� III 1000 Reduced Envelope Arm -Mount FP - Per-imeter 1000 Watt Color Decals Forward Now PSMV - Pulse -Start Mehl Halide 45 - Light Gold Metallic GBPR - 5 - Type V 750, 1000 Watt 20 - Charcoal Metallic Pole -Top' FA - Automotive 94 - Blue Metallic Forward Throw 59 - Dark Green 21 - Tomato Red 55 - Black LWOB 2 - Type II 750 HPS - Higgh-Pressure lum 750,1000 Watt GBL - FP - Perimeter 1000 50 - White Ann -Mount Forward Throw 51- Dark Red FA - Automotive GBPL - Forward Throw Pole -Top' 5 - Type V 5G-Type V 1000 HPSR- High -Pressure Sodium Reduced Envelope Lamp 1000 Watt Medium 2- T II 250 HPS - Higgh-Pressure Sodium F - Flat Tempered 480V MT Multi-T,5 BRZ - Bronze BLK Black 8BK - 8" Bracket6 PCI120V Button GFM - 3 - Tyype III 320 400 Watt - - - -Type Arm -Mount FP - Perimeter • 400 MH - Metal Halide Glass TT - Tri-Tap PLP - Platinum Plus Photoelectric Control Forward Throw 1 250 Watt BUF - Buff PC1208V - ButtonType GFPM - 5- Type V MHR - Metal Halide Reduced WHT - White Photoelectric Control' Pole -Top' Envelope Lamp GRN - Green PC1240V - Button -Type 400 Watt Photoelectric Control' PSMV - Pulse -Start Metal Halide PC1277V - Button -Type 250, 320 Watt Photoelectric Control' LL - Less Lamp NO - No Options Reduced 2- T 11 750 MHR - Metal Halide GFR- 3 - Type III 1000 Reduced Envelope Arm -Mount FP - Perimeter 1000 Watt Color Decals Forward Throw PSMV - Pulse -Start Mehl Halide 45 - Light Gold Metallic GFPR - 5- Type V 750,1000 Watt 20 - Charcoal Metallic Pole -Top' FA - Automotive 94 - Blue Metallic Forward Throw 59 - Dark Green 21 - Tomato Red 55 - Black 50 - White 51- Dark Red Example of Typical Order r r 1) When ordering pole -top fixtures for tenon mounting, a pole -top adaptor aW be ordered. 2) Tri-Tap is shipped standard for C-UL applications. Tii Tap consists of 120V 211V. and 347V. Tri-Tap is prewiredfor highest voltage. Alternate voltages will require field re wiring. When ordering 1000 Watt Pulse -Start Tn-Tap, specify voltage. 3� When ordering 750 Watt High -Pressure Sodium, specify voltage. 4 For international voltages, consult factory. 5) MT - MultiTapis shipped standard unless otherwise specified. Multi Tap consists of 120V 208V, 240V, and 277V Multi Tap is prewiredfor highest voltage. Alternate voltages will require field rewiring. O 6) An 8" bracket can only be ordered with single and 010 configurations. C0 7) PC[ is rat available in GBR or GFR Series, LKM Note: Consult factory for replacement arms. Listed for wet locations. Note: Various reflector models are protected by U.S. Patent 6,152,579. Lumww „ CHART % E W-3 Includes Bracket. Pole -Top Medium Mount Single_ D900 D180e T90P TN1200 Q900 Greenbriar -12" Arm -Mourn Bracket (GBM) - 3.3 5.9 6.6 9.1 9.3 11.7 Greenbriar - Pole Top (GBPM) 3.4 - - - - - - Greenbriar Flat -12" Arm -Mount Bracket (GFM _ 3.2 _ 5.7 6.3 8.8 9.0 11.3 Greenbriar Flat - Pole Top (GFPMj 3.2 - - - - - - Large Greenbriar -14" Arm -Mourn Bracket (GBL) - 4.7 8.8 9.3 13.3 13.7 17.5 Greenbriar - Pole Top (GBPL) _ 5.0 - - -_ - - - Reduced Greenbriar - 12" ArmMountBracket (GBR) - _ 3.3 5.9 _ 6.6 _ _ 9.1 9.3 11.7 Greenbriar - Pole -Top (GBPR) 3.4 - - - - - - Greenbriar Flat -12" Arm -Mart Bracket (GFR) - 3.8 7.6 7.6 11.4 11.4 15.2 Greenbriar Flat - Pole -Top (GFPR) 4.0 - - - - - - T} 1L_ P(3WERc)-1MAGE 1000 dustries- LSI LIGHTING SYSTEMS 10000 Al I iance Road Cincinnati, Ohio 45242 (513)793-3200 FAX (513)984-1335 www.Isi-industries.com 0 2001, LSI INDUSTRIES INC. 1854 Rev. 5/01-10M 100 LINE 101 /102 PERFORMANCE SCONCES S P E C I F I C A T I O N S GENERAL: Each Gardco 101 and 102 Line luminaire is a wall mounted cutoff luminaire for high intensity discharge or compact fluorescent lamps. Internal components are totally enclosed in a rain - tight, dust -tight and corrosion resistant housing. The housing, back plate and door frame are die cast aluminum. A choice of three (3) optical systems is available. Luminaires are suitable for wet locations (damp locations if inverted). HOUSING: Single -piece soft trapezoidal housings are diecast aluminum. A memory retentive gasket seals the housing with the doorframe to exclude moisture, dust, insects and pollutants from the optical system. A black, die cast ribbed backplate dissipates heat for longer lamp and ballast life. DOOR FRAME: A single -piece die cast aluminum door frame integrates to the housing form. The door frame is hinged closed and secured to the housing with two (2) captive stainless steel fasteners. The heat and impact resistant 1/8" tempered glass lens and one-piece gasket are mechanically secured to the door frame with four (4) galvanized steel retainers. OPTICAL SYSTEMS: Reflectors are composed of specular extruded and faceted Alzak® components, electropolished, anodized and sealed. Reflector segments are set in arc tube image duplicating patterns to achieve the wide throw, forward throw or medium throw downlight distributions. ELECTRICAL: Standard Luminaires: Each high power factor ballast is the separate component type, capable of providing reliable lamp starting down to -20' F. Component -to -component wiring within the luminaire will carry no more than 80% of rated current and is listed by UL for use at 600 VAC at 150°C or higher. Plug disconnects are listed by UL for use at 600 VAC, 15A or higher. Standard and dimming fluorescent units have a starting temperature of 0°F (-18°C). Dimming range is 15% to 100% Standard fluorescent ballasts are solid state. EM Luminaires: Electronic fluorescent ballasts are high power factor. Sockets are high temperature polycarbonate with brass contacts. In the event of power interruption, integral battery pack will power (1) 42W or (2) 26W compact fluorescent lamps at reduced light levels. Maintenance free battery is rated for ambient temperatures down to OeC. Indicator light is visible through the lens. A test switch is accessible through the door assembly. EMR Luminaires: Electronic fluorescent ballasts are high power factor. Sockets are high temperature PBT with brass contacts. A 75, 11 wire, quick disconnect assembly is provided for wiring through conduit (by others) to a Bodine B84C fluorescent emergency ballast. The B84C fluorescent emergency ballast is not provided by Gardco unless the B84C Option is specified on the order to the factory. In the event of power interruption, The remote battery pack (B84C) will power (1) 42W or (2) 26W compact fluorescent lamp at reduced light levels. Maintenance free battery is rated for ambient temperatures down to 0°C. Indicator light is visible through the lens. A test switch is accessible through the door assembly. LAMPHOLDER: Pulse rated medium base sockets are glazed porcelain with nickel plated screw shell. Fluorescent sockets are high temperature plastic (PBT) with brass alloy contacts. FINISH: Each standard color luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) textured polyester powdercoat finish. Standard colors include bronze (BRP), black (BLP), white (WP), natural aluminum (NP) and beige (BGP). Consult factory for specs on custom colors. LABELS: All fixtures bear UL or CUL (where applicable) labels. Lens down application is Wet Location and lens up is Damp Location, except when using the optional inverted Wet Location components. D I M E N S I O N S Mounting Rate ' IF 45/16" —mil 10.95 cm 17.78 cm 20.96 cm T L 7.62 cm 16 1/4" 9' 16 1/2" 9" 0 41.28 cm 22.86 cm 41.91 cm 22.86 cm _ Mounting Bolt Pattern Note: Mounting plate center is located in the center of the luminaire width and 3.5" above the luminaire bottom (lens down position). Splices must be made in the J-box (by others). Mounting plate must be secured by max. 2661 Alvarado Street 5/16" diameter bolts (by others) structurally to the wall. San Leandro, CA 94577 800/227-0758 Gardco Lighting reserves the right to change materials or modify the design of its product without notification as part of 510/357-6900 in California the company's continuing product improvement program. Fax: 510/357-3088 sitelighting.com � � , • ® Copyright Gardco Lighting 2001. All Rights Reserved. International Copyright Secured. Solite is a Registered Trademark of AFG Industries Genlyte Thomas Group LLC L I G H T I N G 79115-115/902 100 LINE 101 /102 PERFORMANCE SCONCES S P E C I F I C A T I O N S GENERAL: Each Gardco 101 and 102 Line luminaire is a wall mounted cutoff luminaire for high intensity discharge or compact fluorescent lamps. Internal components are totally enclosed in a rain - tight, dust -tight and corrosion resistant housing. The housing, back plate and door frame are die cast aluminum. A choice of three (3) optical systems is available. Luminaires are suitable for wet locations (damp locations if inverted). HOUSING: Single -piece soft trapezoidal housings are diecast aluminum. A memory retentive gasket seals the housing with the doorframe to exclude moisture, dust, insects and pollutants from the optical system. A black, die cast ribbed backplate dissipates heat for longer lamp and ballast life. DOOR FRAME: A single -piece die cast aluminum door frame integrates to the housing form. The door frame is hinged closed and secured to the housing with two (2) captive stainless steel fasteners. The heat and impact resistant 1/8" tempered glass lens and one-piece gasket are mechanically secured to the door frame with four (4) galvanized steel retainers. OPTICAL SYSTEMS: Reflectors are composed of specular extruded and faceted Alzak® components, electropolished, anodized and sealed. Reflector segments are set in arc tube image duplicating patterns to achieve the wide throw, forward throw or medium throw downlight distributions. ELECTRICAL: Standard Luminaires: Each high power factor ballast is the separate component type, capable of providing reliable lamp starting down to -20' F Component -to -component wiring within the luminaire will carry no more than 80% of rated current and is listed by UL for use at 600 VAC at 150°C or higher. Plug disconnects are listed by UL for use at 600 VAC, 15A or higher. D I M E N S I O N S I 7. 17.78 cm I, 161/4" 9" 41.28 cm 22.86 cm Standard and dimming fluorescent units have a starting temperature of 0°F (-18°C). Dimming range is 15% to 100% Standard fluorescent ballasts are solid state. EM Luminaires: Electronic fluorescent ballasts are high power factor. Sockets are high temperature polycarbonate with brass contacts. In the event of power interruption, integral battery pack will power (1) 42W or (2) 26W compact fluorescent lamps at reduced light levels. Maintenance free battery is rated for ambient temperatures down to 0°C. Indicator light is visible through the lens. A test switch is accessible through the door assembly. EMIR Luminaires: Electronic fluorescent ballasts are high power factor. Sockets are high temperature PBT with brass contacts. A 7.5% 11 wire, quick disconnect assembly is provided for wiring through conduit (by others) to a Bodine B84C fluorescent emergency ballast. The B84C fluorescent emergency ballast is not provided by Gardco unless the B84C Option is specified on the order to the factory. In the event of power interruption, The remote battery pack (1384C) will power (1) 42W or (2) 26W compact fluorescent lamp at reduced light levels. Maintenance free battery is rated for ambient temperatures down to 0°C. Indicator light is visible through the lens. A test switch is accessible through the door assembly. LAMPHOLDER: Pulse rated medium base sockets are glazed porcelain with nickel plated screw shell. Fluorescent sockets are high temperature plastic (PBT) with brass alloy contacts. FINISH: Each standard color luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) textured polyester powdercoat finish. Standard colors include bronze (BRP), black (BLP), white (WP), natural aluminum (NP) and beige (BGP). Consult factory for specs on custom colors. LABELS: All fixtures bear UL or CUL (where applicable) labels. Lens down application is Wet Location and lens up is Damp Location, except when using the optional inverted Wet Location components. Mounting Plate I - 4 5/16" --)owl 0 0.95 cm 20.96 cm 1 3/4" dia. 3" -.-; 4.4 cm 7.62 cm 161/2" _ _ 9" _' 41.91 cm 22.86 cm Mounting Bolt Pattern Note: Mounting plate center is located in the center of the luminaire width and 3.5" above the luminaire bottom (lens down position). Splices must be made in the J-box (by others). Mounting plate must be secured by max. 5/16" diameter bolts (by others) structurally to the wall. Gardco Lighting reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program. ® Copyright Gardco Lighting 2001. All Rights Reserved. International Copyright Secured. Solite is a Registered Trademark of AFG Industries 2661 Alvarado Street San Leandro, CA 94577 800/227-0758 510/357-6900 in California Fax: 510/357-3088 sitelighting.com 0 Genlyte Thomas Group LLC L I G H T I N G 79115-115/902 .AL- AWOL / � G 2§\» L 22«»»2»»[ IESNA FULL CUT-OFF GUIDELINES A light fixture with a light distribution where no candela (light) occurs at or above an angle of 90' above nadir. Additionally, the candela per 1000 lamp lumens does not numerically exceed 100 (10%) at a vertical angle 80' above nadir. This applies to all lateral angles around the luminaire. Community -friendly lighting is intended to eliminate unnecessary uptight, minimize light trespass, glare and wasted energy, and still provide quality lighting as required in today's society. THE GREENBRIAW FLAT LENS - WHEN FULL CUT- OFF IS REQUIRED With the Greenbriar Flat Lens, you can enjoy naturally uniform illumination for increased safety, savings and "see -ability." Outdoor fixtures that can reduce light spill are necessary for meeting today's ever -stricter zoning requirements for light pollution. The Greenbriar Flat Lens is designed to meet the Illuminating Engineering Society of North America's (IESNA) requirements for acceptable full cut-off classification. Greenbriar Flat Lens Vertical Burn fixtures combine the benefits of traditional Vertical Burn technology with the cut-off advantages of a flat lens. The reflector system totally surrounds the vertically oriented lamp to control the lamp output, while optimizing light distribution and energy consumption. The lamp is positioned within the reflector system to produce sharp cut-off lighting required in strict zoning areas. In addition, the lamp's arc tube is perpendicular to the lens, minimizing arc image and maximizing the distance to the lens surface. This helps to reduce any perceived glare. �— A —� ■— B Arm -Mount A 11 B C J Pole -Top GFR Arm -Mount 21-5/8" 16" — GFPR Pole -Top 21.5/8" 16" 25" GFM Arm -Mount 21-5/8" 12-3/4" — GFPM Pole -Top 21-5/8" 12-3/4" 21-15/16" REFLECTOR OPT oNS The Greenbriar Series offers a wide variety of flat lens reflector systems to meet your needs, including these high-performance options: GREENBRIAR MEDIUM TYPE 2 GREENBRIAR GFR TYPE rJ GREENBRIAR GFR AUTOMOTIVE FORWARD THROW HOUSING Greenbriar fixtures are available in three sizes to best complement your site design and lighting requirements (see Dimensions Chart). All fixtures are finished to provide a clean, sharp appearance and weather -tight construction. The Greenbriar Reduced is designed around a 1000 Watt Metal Halide Reduced Envelope lamp, allowing for a more compact housing. This results in reduced windloads for lower EPAs, and permits the use of existing poles for retrofitting or lighter -gauge, less expensive poles for new construction. LIGHT SOURCES Clear lamps are supplied as standard. Choose High -Pressure Sodium, Metal Halide Pulse -Start Metal Halide, Super Metal Halide or Metal Halide Reduced Envelope lamps to meet your specific lighting requirements. /- REFLECTORSIUISTRIBUTION PATTERNS The Greenbriar Series offers five high-performance, high-tech reflectors which are completely rotatable for flexible, uniform light distribution. Available reflector systems include: Type II, Type III, Type FA, Type FP, and Type V. LENSES Flat lenses are available for sharp cut-off lighting, while contoured lenses provide broad lighting coverage. All flat and contoured lenses are sealed to the aluminum housing with an EDPM gasket to prevent entry of dust, moisture and insects. FINISH COLORS & ACCENT STRIPING Each Greenbriar fixture is finished with DuraGrip;' LSI's baked -on, polyester -powder coat finishing process. LSI's DuraGrip finish :0 Toua« withstands weather changes without cracking or peeling, and is guaranteed for 5 full years. FINISH COLORS ACCENT STRIPING WO BLACK BUFF BLACK DARK RED TOMATO RED BRONZE WHITE DARK CHARCOAL IC PLATINUM PLUS GREEN LIGHT GOLD BLUE METALLIC METALLIC VERTICAL BURN - Total Uniformity for Safety, Savings and "See -Ability" Vertical Burn lighting creates increased visibility through uniform lighting performance, reduced hot spots and reduced pockets of darkness. This uniform "see -ability" heightens your customers' and employees' sense of security. ■ Reflector completely surrounds vertically positioned lamp to control light output and maximize light distribution ■ Maximum light coverage and uniformity prevent glaring hot spots ■ Fewer fixtures burn up to 30% less energy annually ■ Maximum lamp life lowers long-term maintenance costs ■ Fewer poles and fixtures lower overall costs FIA FLAT LENS VERTICAL BURN CONTOURED LENS VERTICAL BURN PULSE -START METAL HALIDE - For High Performance and Efficiency Pulse -Start Metal Halide delivers the white light of Metal Halide along with the energy efficiency and lumen maintenance of High -Pressure Sodium. ■ Available in 250, 320, 400, 750 and 1000 Watt versions ■ Longer lamp life (up to 30,000 hours) ■ More lumens per watt ■ Better lumen maintenance with more light output over time ■ Improved color stability with less color shift ■ Faster warm-up ■ Quicker restrike GENERAL COMPARISON OF METAL HALIDE, HIGH-PRESSURE SODIUM AND PULSE -START METAL HALIDE TECHNOLOGY ,. , Whiter ®i 90-110 11 80% 111 35-1000 11� EFNF-11114117113a10-30 'Reprinted with permission from Advance rransfonner Co. Luminaire Lamp Light Line Luminaire Prefix Distribution Wattage Source Lens Voltage Finish Options i 2- Type II 250 PSMV - Pulse -Start CT - Contoured 480V BRZ - Bronze 8BK - 8" Bracket6 Medium GBM - 3 - Type III 320 Metal Halide Clear MT - Multi-T9p5 BLK - Black PC1120V - Button -Type Arm -Mount FP - Perimeter 400 250, 320, 400 Watt Tempered TT - Tri-Tap PUP - Platinum Plus Photoelectric Control' Forward Throw HPS - High -Pressure Sodium Glass BUF - Buff PC1208V - Button -Type GBPM - 5- Type V 250.400 Watt WHT - White Photoelectric Control' Pole -Tap' SMV - Super Metal Halide GRN - Green PC1240V - Button -Type (Vertical) 400 Watt Photoelectric Control' MH - Metal Halide PC1277V - Button -Type 250, 400 Watt Photoelectric Control' -- U. - Less Lamp 2- Type II 750 MHR - Metal Halide Reduced NO - No Options GBR- 3 - Type III 1000 Reduced Envelope Arm -Mount FP - Perimeter 1000 Watt Color Decals Forward Throw PSMV - Pulse -Start Mehl Halide 45 - Light Gold Metallic GBPR - 5 - Type V 750,1000 Watt 20 - Charcoal Metallic Pole -Top' FA - Automotive 94 - Blue Metallic Forward Throw 59 - Dark Green 21 - Tomato Red 55 - Black Large 2 - Type 11 750 HPS - Higgh-Pressure ��nn dflum GBL - Arm -Mount FP -Perimeter Forward Throw 1000 750,1000 Watt 50 - White FA - Automotive 51 - Dark Red GBPL - Forward Throw Pole -Top' 5 - Type V 5G -Type V 1000 HPSR - High -Pressure Sodium Reduced Envelope Lamp 1000 Watt FLAT LENs Medium 2- Type II 250 HPS - Higgh-Pressure Sodium F - Flat 480V 5 BRZ - Bronze 8BK - 8" Bradtet6 GFM - 3 - Type III 320 400 Watt Tempered MT - Multi -TT BLK - Black PCI120V - Button -Type Arm -Mount FP - Perimeter 400 MH - Metal Halide Glass TT - Tri-Tap PUP - Platinum Plus Photoelectric Control' Forward Throw 250 Watt BUF - Buff PC1208V - ButtonType GFPM - 5- Type V MHR - Metal Halide Reduced WHT - White Photoelectric Control' Pole -Top' Envelope Lamp GRIN - Green PC1240V - Button -Type 400 Watt Photoelectric Control' PSMV - Pulse -Start Metal Halide PC1277V - Button -Type 250, 320 Watt Photoelectric Control' LL - Less Lamp NO - No Options Reduced 2- T II 750 MHR- Metal Halide GFR - 3 - Tyype III 1000 Reduced Envelope Arm -Mourn FP - Perimeter 1000 Watt Color Decals Forward Throw PSMV - Pulse -Start Mehl Halide 45 - Light Gold Metallic GFPR - 5 - Type V 750, 1000 Watt 20 -Charcoal Metallic Pole -Top' FA - Automotive 94 - Blue Metallic Forward Throw 59 - Dark Green 21- Tomato Red 55 - Black 50 - White 51 - Dark Red Example of Typical Order t't' 1) When ordering pole -top fixtures for tenon mounting, a pole top adaptor must be ordered. 2) Tri-Tap is shipped standard for C UL applications. In Tap consists of 120V 277V and 34N. Tri-Tap is pre -wired for highest voltaggee. Alternate voltages will require field rewiring. When ordering 1000 Watt Pulse Start To Tap, specify voltage. 3) When ordering 750 Watt High -Pressure Sodium, specify voltage 4) For international voltages, consult factory. 5) MT - Multi Tap is shipped standard unless otherwise specified. Multi Tap consists of 120V 208V 240V. and 277V MultiTapis pre wired for highest voltage. Alternate voltages will require field re -wiring. 6) An 8" bracket can only be ordered with single and D180° configurations. W us 7) PCI is riot available in GBR or GFR Series. rw Note: Consult factory for replacement arms. Listed for wet locations. Note: Various reflector models are protected by U.S. Patent 6,152,579. Includes Bracket, Medium Pole -Top Mount ME Single % D900 D1800 T900 TN1200 Q900 Greenbriar -12" Arm -Mourn Bracket (GBM) Greenbriar - Pole -Tap (GBPM) Greenbriar Flat -12" Arm -Mourn Bracket (GFM) - 3.4 - 3.3 - 3.2 5.9 - 5.7 6.6 - 6.3 9.1 - 8.8 9.3 11.7 - - 9.0 11.3 Greenbriar Flat - Pole -Top (GFPM) 3.2 - - - - - Large Greenbriar -14" Arm -Mourn Bracket (GBL) - 4.7 8.8 9.3 13.3 13.7 17.5 Greenbriar - Pole -Top (GBPU) 5.0 - - - - Reduced Greenbriar -12" Arm -Mount Bracket (GBR) - 3.3 5.9 6.6 9.1 9.3 11.7 Greenbriar - Pole -Too (GBPR) 3.4 - - - - - - Greenbriar Flat -12" Arm -Mount Bracket (GFR) 3.8 7.6 7.6 11.4 11.4 15.2 Greenbriar Flat - Pole -Tap (GFPR) 4.0 - - - - - - T»EPONVERC )1 IMAGE LSI LIGHTING SYSTEMS 10000 Alliance Road Cincinnati, Ohio 45242 (513)793-3200 FAX (513)984-1335 www.Isi-industries.com ® 2001, LSI INDUSTRIES INC. 1854 Rev 5/01-10M CITY ENGINEER'S COMMENTS FOR 5/17/2002 DEVELOPMENT REVIEW BOARD MEETING E. J. PRESCOTT INC. CANTEEN BUILDING AIRPORT PARKWAY 1) THE SITE PLANS PREPARED BY KREBS AND LANSING ENGINEERS DATED 4/22/02 ARE ACCEPTABLE. FARWATER LTD. CEDAR BLUFFS LIME KILN ROAD 1) SEWAGE PUMPING SATION SHOULD BE ACCESSIBLE FOR CLEANING AND PUMPING VEHICLES. 2) GRAVITY SEWER LINE SHOULD BE BEDDED IN 3/4 INCH CRUSHED STONE. 3) MANHOLES, INLETS, CATCH BASINS SHALL BE ADJUSTED TO GRADE, USING CAST CONCRETE RISERS NOT BRICKS AND MOTAR. PAUL KOENIG, LIME KILN ROAD 1) SITE PLAN PREPARED BY OWNER PAUL KOENIG DATED 3/9/02 IS ACCEPTABLE. VERMONT COMMUNITY BOTANICAL GARDEN DORSET STREET 1) SITE PLANS PREPARDED BY T. J. BOYLE AND ASSOCIATES DATED 3/20/02 ARE ACCEPTABLE. SHEARER CHEVROLET, SHELBURNE ROAD 1) THERE EXISTS IN THE AREA OF THE DETENTION BASIN A PRIVATE SEWER FORCE. MAIN FROM FORMER WICKES PROPERTY TO THE SOUTH. 2) THE STORMWATER DETENTION BASIN IS WITHIN THE VELCO EASEMENT. THIS EASEMENT SHOULD BE SHOWN ON THE PLAN. DEVELOPMENT REVIEW BOARD 7 MAY 2002 The South Burlington Development Review Board held a regular meeting on Tuesday, 7 May 2002, at 7:30 p.m., in the Conference Room, City Hall, 575 Dorset St. Members Present: M. Boucher, Acting Chair; G. Quimby, L. Kupferman, E. Schmitt Also Present: R. Belair, Administrative Officer; B. Shearer, B. Nedde, P. Koenig, J. Arbuckle, G. Rabideau, S. Chase, D. Gardner 1. Other Business: a) Request from Chittenden Solid Waste District for extension: Mr. Belair noted they are waiting for the Zoning Regulations to be change. This has now happened and the item will be on a future agenda. Mr. Schmitt moved to grant a 6-month extension to Chittenden Solid Waste District as presented. Ms. Quimby seconded. Motion passed unanimously. b) Mr. Belair noted that the Board had approved a preliminary plat for improvements at Shearer Chevrolet. They want to make changes and are asking for an extension to come with a final plat. Mr. Shearer explained the changes to the approved preliminary plat. They want to eliminate one building and add an L-shaped piece to one other building. They also want to keep display parking on Route 7. The State has said they don't have to cut it back. Mr. Belair had no problem with extending the timetable. He noted the Board could ask the applicant to begin with a preliminary plat or go to final plat. He noted there is now a green strip between the road and the display area. Some green space will be lost due to the Shelburne Rd. project taking (about 8 or 9 ft.). Mr. Kupferman said he would like to start with preliminary plat. Other members agreed. Mr. Belair said the earliest would be 2 July. This was OK with the applicant. Ms. Quimby moved to grant an extension of 6 months to Shearer Chevrolet. Mr. Schmitt seconded. Motion passed unanimously. 2. Review Minutes of 19 March and 16 April: Mr. Schmitt moved to approve the Minutes of 19 March as written. Ms. Quimby seconded. Motion passed unanimously. r The minutes of 16 April were tabled as there was no quorum of those present. MEMORANDUM TO: South Burlin �_n. (v lopment Review Board FROM: Ray Bela m' istrative Officer RE: May 7, 2002 g(nda items DATE: May 3, 2002 2) OTHER BUSINESS: A) Site plan expiration extension of Chittenden Solid Waste Disposal, 1011 Airport Parkway. B) Final plat submittal deadline extension of Shearer Chevrolet, 1675 Shelburne Road. The applicant is requesting an extension on their submission for final plat to address some concerns. Please see enclosed letter from David White. Staff wants to make the Board aware of a change from the previously approved preliminary plat application. The applicant is no longer proposing to comply with the front yard coverage requirements along Shelburne Road after the taking of the land by the state to widen Route 7. This will place the applicant's property in non- compliance with South Burlington's Zoning Regulations through no fault of his own. 3) CONSENT AGENDA A) and B) CONDITIONAL. USE AND SITE PLAN APPLICATION, KENNEDY DRIVE INVESTMENTS,1 KENNEDY DRIVE The project consists amending a previously approved site plan consisting of 18,000 square feet of medical and general office space. Request is for permission to convert 1,000 square feet of general office use to educational use (Tae-Kwon-Do). This property located at 1 Kennedy Drive lies within the R7 and C. O. Districts. It is bounded on the north by Kennedy Drive, on the west by Dorset Street and on the south and east by Potash Brook. CONDITIONAL USE CRITERIA: The proposed project complies with the stated purpose of the Residential 7 District "to encourage high -density residential use... Offices and specified other commercial uses may be permitted within the district in locations that have direct access to arterial and collector streets and that will not adversely affect residential properties." and does not adversely affect: a) the capacity of existing or planned community facilities - no effect expected b) the character of the area affected - no adverse effect is expected SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 May 1, 2002 Krebs and Lansing Consulting Engineers 10 Main St. Colchester, VT 05446 RE: Shearer Chevrolet South Burlington Dear Sirs: We have reviewed the above referenced project, plans dated April 22, 2002, and offer the following comments. Please refer also to my original comments dated May 4, 2001. Please supply this department with a set of details and specifications for the proposed water lines with an updated set of plans for this project as design progresses. 1. All construction drawings and plans shall have a note stating," All work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for All Water Systems Owned by the CWD, the City of South Burlington, Colchester Fire District #1, and the Village of Jericho." 2. The South Burlington Water Department (SBWD) shall be notified at least 48 hours in advance to shut off water service to any building involved in this project. 3. The SBWD shall be notified in advance to locate and mark all water mains that may be involved in this project. We shall also be notified in advance to inspect all fittings, taps, crossings and thrust blocks prior to backfilling. This is especially important at the "dog house" manhole and connecting pipe located on Bartlett Bay Road. 4. Water lines shall be buried to a depth of 6' to the top of the pipe. 5. There are two proposed water lines for the new proposed 14,000 sq. ft. building. It would be acceptable to tap the proposed 6"DI water line for the domestic water service inside the building, instead of tapping the existing 8" AC water main on Bartlett Bay Road. This has been a common practice in the past, and would only require backflow devices be installed on the sprinkler system as well as the domestic line just after the new water meter. 6. The CWD Wholesale Department would like to see a detail for the storm line crossing with the CWD 16" DI water transmission main, located just south of Bartlett Bay Road. Additionally, CWD must be notified in advance to be present when this crossing is installed. r 7. The plans shall have a note placed near the detention pond on the southwest corner of the project stating that the water transmission main is to be located prior to excavation of the detention pond. Further, the water main is to be 10' outside of the nearest portion of the detention pond slope. 8. The proposed addition to the existing building may require the installation of a larger meter than what is currently in use. Please confirm whether or not there will be any more fixtures or any greater possible water usage prior to this project's start. An additional meter fee may be imposed pending that information. 9. This department shall turn off the water service to the existing building that is to be removed. Also, this department at the time of disconnection shall remove the meter and remote. The service line shall then be cut and capped immediately after the existing curb stop by the contractor. 10. All Details should be modified to those shown in the Specifications and Details for the Installation of Water Lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, Colchester Fire District #1, and the Village of Jericho. Please call me if you do not have our specification and detail latest revisions. 11. Upon completion of the water system construction project, "As-Builts" shall be supplied to the CWD Retail Department in the form of one hard copy. 12. This department shall be notified of any changes to this project with revised hard copy plans. If you have any questions or concerns, please call me. Sincerely, South Burlington Water Department Q� /1'ayZadeau. Superintendent Cc: Stephanie Smith IllHITE RSS9CIRI[S. INC Beata] RduiSOTS April 23, 2002 John Dinklage, Chair Development Review Board City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 RE: Shearer Chevrolet Dear John, This letter makes two requests of the South Burlington Development Review Board. The first is that the deadline for submitting a final plat application for the Shearer Chevrolet property be extended by six months. The second is for an opportunity to meet with the Board at its earliest convenience to discuss possible revisions to the previously approved plan as well as authorization to submit a final plat application based on the revised plan. Two key outside factors are strongly affecting the Shearer Chevrolet property. One is the upcoming construction of a storm water treatment facility on the site which will handle storm water from public roads. Bill Shearer has been cooperating with the City of South Burlington and the State of Vermont on this project. The other is the long -delayed Shelburne Road widening project. Due to the City -State storm water project, Bill rushed his planning last year faster than he would have otherwise, in order to not delay that project and yet obtain assurance that it would not materially harm his future expansion needs. Since then Bill has had time to more fully consider the needs of his business and the affects of the storm water and road widening projects on his business, particularly the Shelburne Road widening project. This is what is stimulating his interest in revising his plans and has caused a delay in preparing a Final Plat application. Bill now realizes that the widening project will cause the dealership's "front" to shift more toward the northern end of the property. He also now recognizes that his display along Shelburne Road is central to the operation of his business and he can't afford to lose the entire eastern row of display as previously discussed. Thus he wants to make two key changes: 1) retain the existing front display after the widening of Shelburne Road and 2) redesign the northern end of the site to be more effective as a "front". 16B Batt Org Street P. 0. Box 1007 Burlington, Uermont 05402-1007 P: 802 862 1225 f: 802 862 3601 John Dinklage April 23, 2002 Page Two Some details of these changes include: expand and reconstruct the northern end of the main dealership building to become a "front" eliminate the previously proposed new building that was to replace the existing used car building that is to be demolished relocate the western curb cut to work more effectively with internal site circulation Otherwise, the plan is substantially the same as approved at preliminary plat. I am enclosing full- size and 11 x 17 copies of the revised site plan (dated April 22, 2002). Bill would like approval from the Development Review Board to submit a final plat application based on this revised concept. Based on the Preliminary Plat approval granted last year the Final Plat application must be submitted by May 14, 2002. Bill requests this be extended to November 14, 2002 to allow time to fully develop the revised plans. Thank you for your consideration. avid resi t DEVELOPMENT REVIEW BOARD MEMO April 16, 2002 MEETING The property is located on Shelburne Road and Farrell Street. It lies within the C1, C2 Conservation Open Space District, and Floodplain Overlay District. It is bounded on the north by residences and a service station, on the east by Farrell Street, on the south by I-89, and on the west by Mall 189 and Shelburne Road. The only issues effecting this application are landscaping, building coverage, parking and setbacks. Parking: The addition of 700 square feet of office space increases the parking requirement to 1081 parking spaces. The number of parking shown on sheet C-3 is 1002. This represents a 79 parking space shortfall. The applicant is requesting a 7% parking waiver. The applicant was previously granted a 72 space or 6.7% parking waiver. Staff requests the applicant provide parking information on the total # of spaces for the PUD and so note on sheet C-3. Landscaping_ The location of some of the plants has been modified to accommodate the relocation of the PCH building. Staff would like to make the applicant aware that norway spruce at maturity has a spread of 35'-40'. They may need to be limbed up or sheared and kept as a hedge so the spruce do not grow into the building or interfere with cars parking. Coverage: There is a minor change building coverage from the previous approval of 17% with the addition of the 700 square foot office. The applicant should provide the updated coverage information on the overall site plan (sheet C-3). Setbacks: Setbacks are met with the relocation of the utility hut. 7) DISCUSSION ON SHEARER CHEVROLET,1675 SHELBURNE ROAD The applicant wishes to discuss the changes to the preliminary plat plan with the Development Review Board. The two key changes to the plat plan are: 1) retain the existing front display after the widening of Shelburne Road, and 2) redesign the northern end of the site to be a public face of the dealership (please see letter enclosed). The preliminary plat approval was for a planned unit development consisting of the expansion of an existing 44.520 sq. ft. auto sales and service facility by adding 29,722 sq. ft. of building square footage which includes two (2) additions to the existing main building, replacing the used car sales building with a new building and constructing a new service and repair facility, 1675 Shelburne Road. Preliminary plat was approved on May 15, 2001 (minutes enclosed). Coverage/Setbacks: The proposed plan includes a new addition 60' x 126' to the northern side of the existing dealership and eliminate a freestanding building. The applicant is proposing to create a public face on the Bartlett Bay Road side of the building as people traveling north on Shelburne Road will use the Bartlett Bay Road as their primary access to the lot. 8 DEVELOPMENT REVIEW BOARD MEMO April 16, 2002 MEETING The front yard coverage, which was previously proposed to be maintained along Shelburne Road after the Rte. 7 reconstruction, is now possibly increasing to retain the display area along Shelburne Road. Circulation/Access: Three of the curb cuts are proposed to remain the same as at preliminary plat approval, two on Shelburne Road, and the easterly curb cut on Bartlett Bay Road. The applicant is also proposing moving the westerly curb cut on Bartlett Bay Road to the east, no longer lining up with the Magic Hat Brewery curb cut. Circulation on the site is adequate. 8) GARDNER AND SONS DEVELOPMENT CO, PRELIMINARY AND FINAL PLAT APPROVAL, EAST BIRCH LANE This project is to amend an 11 unit planned residential development consisting of four (4) duplexes and one (1) three unit multi -family dwelling. The amendment consists of. 1) the addition 0.35 acres to the PRD, and 2) the construction of a duplex on East Birch Lane. Sketch plan was reviewed at the February 5, 2002 DRB meeting (minutes enclosed). This project is located in the R4 District. It is bounded on the south by the East Birch Lane PRD and East Birch Lane, on the east by single family development and Hinesburg Road, on the north by single family dwellings and on the west by another single family dwelling and Birch Street. Coverage/Setbacks: Building coverage is 12.2% (maximum allowed is 20%). Proposed overall coverage is 28.1 % (maximum allowed is 40%). The applicant is requesting a waiver of the 50 foot PRD perimeter setback. They are proposing a 15 foot setback. The board may modify this requirement pursuant to Section 9.404 of the zoning regulations. Please review enclosed letters from the adjacent neighbors concerning the waiver for the PRD perimeter setback. Access: Access to this development plus the triplex and duplex to the north is provided by a private road from Hinesburg Road, known as East Birch Lane. This roadway currently serves 16 units. This proposal would add two (2) additional units for a total of 18 units. Section 401.1 (k) (1) (b) of the subdivision regulations allows the Board to approve a private roadway when the proposed roadway has a single access (two (2) are required) and could either require a public street, or make a determination that 18 units served by one roadway access will not have an adverse affect on the public good and welfare of the community. Density: The density for the R4 District is 4 units per acre. The 3.26 acre parcel allows a maximum of 13 units as proposed ( 3.26 x 4 = 13.04). Parking: A total of 30 parking spaces are required. 26 parking spaces are provided in covered garages. The driveways allow for additional parking. The plan should show a 0 AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WASTEWATER MANAGEMENT DIVISION 103 SOUTH MAIN STREET WATERBURY, VERMONT 05671-0405 NOTICE: DRAFT DISCHARGE PERMIT PUBLIC NOTICE NUMBER: 1-1502 PUBLIC COMMENT PERIOD: July 30 - August 29, 2001 PERMITTEE INFORMATION PERMITTEE NAME: William Shearer PERMITTEE ADDRESS: 1675 Shelburne Road South Burlington, VT 05403 PERMIT NUMBER: 1- 15 02 FILE NUMBER: 04-14 PROJECT ID NUMBER: EJ97-0045 DISCHARGE INFORMATION NATURE: Treated stormwater runoff VOLUME: As necessary RECEIVING WATER: Bartlett Brook EXPIRATION DATE: June 30, 2006 DESCRIPTION: This is a draft discharge permit proposed for issuance to William Shearer for the discharge of stormwater runoff from the Shearer Chevrolet lot on Shelburne Road, Shelburne, Vermont to Bartlett Brook. Treatment includes overland flow and an extended detention basin. TENTATIVE DETERMINATIONS Tentative determinations regarding effluent limitations and other conditions to be imposed on the pending Vermont permit have been made by the State of Vermont Agency of Natural Resources (VANR). The limitations imposed will assure that the Vermont Water Quality Standards and applicable provisions of the Federal Clean Water Act, PL 92-500, as amended, will be met. -2- FURTHER INFORMATION The complete application, proposed permit, and other information are on file and may be inspected at the VANR, Waterbury Office. Copies, obtained by calling (802) 241-3822, will be made at a cost based upon the current Secretary of State Official Fee Schedule for Copying Public Records from 8:00 a.m. to 4:00 p.m., Monday through Friday. PUBLIC COMMENTS/PUBLIC HEARINGS Written public comments on the proposed permit are invited and must be received on or before the close of business day (7:45 am - 4:30 pm) August 29, 2001 to the Agency of Natural Resources, Department of Environmental Conservation, Wastewater Management Division, Sewing Building, 103 South Main Street, Waterbury, Vermont 05671-0405. Comments may also be faxed to 802-241-2596. The permit number should appear next to the VANR address on the envelope and on the first page of any submitted comments. All comments received by the above date will be considered in formulation of the final determinations. During the notice period, any person may submit a written request to this office for a public hearing to consider the proposed permit. The request must state the interest of the party filing such request and the reasons why a hearing is warranted. A hearing will be held if there is a significant public interest (including the filing of requests or petitions for such hearing) in holding such a hearing. FINAL ACTION/APPEAL At the conclusion of the public notice period and after consideration of additional information received during the public notice period, the VANR will make a final determination to issue or to deny the permit. Any person may, within thirty (30) days after permit issuance or denial, appeal the VANR determination to the Vermont Water Resources Board pursuant to Title 10 V.S.A., Chapter 47, subchapter 1269. Canute E. Dalmasse, Commissioner Department of Environmental Conservation State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE HEARING IMPAIRED 1.800-253-0191 TDD>Voice 1-800-253-0195 Voioe>TDD July 27, 2001 Ms Margaret A Picard, City Clerk City of South Burlington 575 Dorset Street South Burlington, VT 05403 Dear Ms Picard: AGENCY OF NATURAL RESOURCES Department or Environmental Conservation Wastewater Management Division 103 South Main Street - Sewing Bldg. Waterbury, Vermont 05671-0405 Telephone: (802) 241-3822 Fax: (802) 241-2596 Enclosed are copies of a public notice regarding the public comment period for the issuance of a draft discharge permit to William Shearer authorizing the discharge of treated stormwater. One of these notices is information for the local officials. Please post the other in a public place for disseminating this information to the local residents. We are also sending copies of this notice to other local officials and interested persons who have asked to be included on our mailing list. We will be glad to send you additional copies if you desire, or add names of interested persons to our mailing list. Sincerely, %G .4-C Brian D. Kooiker, Chief Discharge Permits Section Enclosures Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St. Johnsbury 5115101 I move the South Burlington Development Review Board approve preliminary plat application #SD- 01-20 of William Shearer for a planned unit development consisting of the expansion of an existing 44,520 square foot auto sales and service facility by adding 29,722 square feet of building square footage which includes two (2) additions to the existing main building, replacing the used car sales building with a new building and constructing a new service and repair facility, 1675 Shelburne Road, as depicted on an eight (8) page set of plans, page one entitled, "Shearer Chevrolet," prepared by Krebs & Lansing dated 5/3/01, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. The plans shall be revised prior to final plat submittal as follows: a) The plans shall be revised to illustrate the water and sewer mains on Bartlett Bay Road. b) The plans shall be revised to illustrate all pole mounted lights as being 20 feet high or less. c) The landscaping plan shall be revised to note the species of evergreen trees to be planted and also the species of shrubs to be used. d) The plans shall be revised to depict any proposed auto display areas and note which spaces are for customers and employees. e) The plans shall be revised to illustrate a bike rack. f) The plans shall be revised to note the location of the C.O. District/Wetland Buffer associated with the wetland located at the southwest corner of the property. 4. All new exterior lighting shall consists of downcasting and shielded fixtures. Any change to the approved lights shall require approval of the Director prior to installation. Prior to installation of the pole lights, the applicant shall provide a point by point lighting plan to the Director of Planning and Zoning which meets the Performance Standards. 5. In accordance with Section 23.101 of the Zoning Regulations, the applicant shall submit applicable information regarding the development and storm water management to Heindel & Noyes for inclusion into the City's stormwater and hydrology computer model prior to final plat application. The final plat plans shall. incorporate any recommendations resulting from the study. 6. The Development Review Board approves an additional sewer allocation of 865 g.p.d. The applicant will be required to pay the per gallon fee prior to permit issuance. 7. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the new buildings and addition will generate 83.214 additional vehicle trip ends during the P.M. Peak hour. 8. The applicant shall post an $18,500 landscape bond prior to issuance of a zoning permit. The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of surviving. 9. The applicant shall comply with the requirements of the South Burlington Water Department as outlined in a letter dated 5/4/01 from Jay Nadeau to Krebs and Lansing Consulting Engineers. 10. The new buildings and additions shall be sprinklered and include a fire alarm or an alternative fire protection system approved by the Fire Chief. 11. This approval shall remain in effect for a period of five (5) years from the effective date of the final plat approval. Any buildings or additions for which a zoning permit has not been issued shall require re -approval from the Board. 12. The final plat application shall be submitted within twelve (12) months. E p��1t7f 5115101 I move the South Burlington Development Review Board approve preliminary plat application #SD- 01-20 of William Shearer for a planned unit development consisting of the expansion of an existing 44,520 square foot auto sales and service facility by adding 29,722 square feet of building square footage which includes two (2) additions to the existing main building, replacing the used car sales building with a new building and constructing a new service and repair facility, 1675 Shelburne Road, as depicted on an eight (8) page set of plans, page one entitled, "Shearer Chevrolet," prepared by Krebs & Lansing dated 5/3/01, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. The plans shall be revised prior to final plat submittal as follows: a) The plans shall be revised to illustrate the water and sewer mains on Bartlett Bay Road. b) The plans shall b wised to-we—urately-depictthe Bartlett Bay Road r:o.w. c) The plans shall be revised to illustrate all pole mounted lights as being 20 feet high or less. d)—T-he-plans-shall•-be-xevised .to-.include-a-peint-by point lighting —plan -for the entire -property. e) The landscaping plan shall be revised to note the species of evergreen trees to be planted and also the species of shrubs to be used. f) The plans shall be revised to depict any proposed auto display areas and note which spaces are for customers and employees. g) The plans shall be revised to illustrate a bike rack. h) The plans shall be revised to note the location of the C.O. District/Wetland Buffer associated with the wetland located at the southwest corner of the property. " J 4. All new exterior lighting shall consists of downcasting and shielded , es . A�rnjy ch'a%nge ' .✓to th approved lights shall require approval of the Director prior to installs 'on. retev . r 5. In accordance with Section 23.101 of the Zoning Regulations, the applicant shall submit applicable information regarding the development and storm water management to Heindel & Noyes for inclusion into the City's stormwater and hydrology computer model prior to final plat application. The final plat plans shall incorporate any recommendations resulting from the study. 6. The Development Review Board approves an additional sewer allocation of 865 g.p.d. The l applicant will be required to pay the per gallon fee prior to permit issuance. 7. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the new buildings and addition will generate 83.214 additional vehicle trip ends during the P.M. Peak hour. 8. The applicant shall post an $18,500 landscape bond prior to issuance of a zoning permit. The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of surviving. 9. The applicant shall comply with the requirements of the South Burlington Water Department as outlined in a letter dated 5/4/01 from Jay Nadeau to Krebs and Lansing Consulting Engineers. 10. The new buWin and ad ' ions shall be sprinklered and include afire alarm. (t 6" aAA � 414� \\� 11. This approval shall remain in effect for a period of five (5) years from the effective date of the final plat approval. Any buildings or additions for which a zoning permit has not been issued shall require re -approval from the Board. 12. The final plat application shall be submitted within twelve (12) months. 2 5/15/01 r' ` 3 IMOTION OF APPROVAL I move the South Burlington Development Review Board approve preliminary plat application #SD- 01-20 of William Shearer for a planned unit development consisting of the expansion of an existing 44,520 square foot auto sales and service facility by adding 29,722 square feet of building square footage which includes two (2) additions to the existing main building, replacing the used car sales building with a new building and constructing a new service and repair facility, 1675 Shelburne Road, as depicted on an eight (8) page set of plans, page one entitled, "Shearer Chevrolet," prepared by Krebs & Lansing dated 513101, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. The plans shall be revised prior to final plat submittal as follows: a) The plans shall be revised to illustrate the water and sewer mains on Bartlett Bay Road. b) The plans shall be revised to accurately depict the Bartlett Bay Road r.o.w. c) The plans shall be revised to illustrate all pole mounted lights as being 20 feet high or less. d) The plans shall be revised to include a point by point lighting plan for the entire property. e) The landscaping plan shall be revised to note the species of evergreen trees to be planted and also the species of shrubs to be used. f) The plans shall be revised to depict any proposed auto display areas and note which spaces are for customers and employees. g) The plans shall be revised to illustrate a bike rack. h) The plans shall be revised to note the location of the C.O. DistrictlWetland Buffer associated with the wetland located at the southwest corner of the property. 4. All new exterior lighting shall consists of downcasting and shielded fixtures. Any change to the approved lights shall require approval of the Director prior to installation. 5. In accordance with Section 23.101 of the Zoning Regulations, the applicant shall submit applicable information regarding the development and storm water management to Heindel & Noyes for inclusion into the City's stormwater and hydrology computer model prior to final plat application. The final plat plans shall incorporate any recommendations resulting from the study. 6. The Development Review Board approves an additional sewer allocation of 865 g.p.d. The applicant will be required to pay the per gallon fee prior to permit issuance. 7. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the new buildings and addition will generate 83.214 additional vehicle trip ends during the P.M. Peak hour. 8. The applicant shall post an $18,500 landscape bond prior to issuance of a zoning permit. The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of surviving. 9. The applicant shall comply with the requirements of the South Burlington Water Department as outlined in a letter dated 5/4/01 from Jay Nadeau to Krebs and Lansing Consulting Engineers. 10. The new buildings and additions shall be sprinklered and include a fire alarm. 11. This approval shall remain in effect for a period of five (5) years from the effective date of the final plat approval. Any buildings or additions for which a zoning permit has not been issued shall require re -approval from the Board. 12. The final plat application shall be submitted within twelve (12) months. DEVELOPMENT REVIEW BOARD 15 MAY2001 PAGE 7 Mr. Belair said more information is needed on landscaping and also about the amount of parking on the lot. Mr. Cameron moved to approve Preliminary Plat application #SD-01-20 of William Shearer with the following amendment: Stipulation 2b is stricken; stipulation #10 will read as follows: New buildings and additions shall be sprinklered or an alternative fire protection system shall be approved by the Fire Chief; stipulation 2d is stricken; Stipulation #4 shall read: Prior to installation of the pole lights, the applicant shall provide a point by point lighting plan which meets the performance standards. Ms. Quimby seconded. Motion passed unanimously. 12. Site plan application #SP-01-23 of John Larkin, Inc, to amend a previously approved site plan for an 81 unit congregate housing facility. The amendment consists of: 1) converting a 3,200 sq. ft. common area for congregate care use to 4 additional units for a total of 85 units, and 2) minor landscaping changes, 90 Allen Road: Mr. Rabideau said the addition is built. They were going to use it for activity space but now want to build 4 additional studio apartment units. The floor is served by an elevator. The units will be sprinklered and there will be a fire alarm. They are asking for an $960 waiver on landscaping because the site is well landscaped. There will be 360 additional gpd of sewer use. A connection to the bike path is being recommended. Some of this would be in the CO Zone. It would increase coverage from 52.3 to 52.7%. The path would go from Pillsbury South to Allenwood. Mr. Dinklage suggested approving the plan without the path; then, if it is allowable, it can be done by consent agenda. Mr. Cameron moved to approve Site plan application #SP-001-23 of John Larkin, Inc, subject to the conditions in the draft motion of 15 May 2001. Ms. Quimby seconded. Motion passed unanimously. 13. Public Hearing: Final plat application #SD-01-21 of Farwater, Ltd, to amend a planned unit development consisting of 85 residential units in four buildings on two lots. The amendment consists of: 1) constructing a 42 unit congregate housing facility on the east side, and 2) amending condition #9 of the 5/16/01 decision, 303 Lime Kiln Road: Mr. Rabideau said this would be similar in character to the previously approved project. He showed a photo of the area. DEVELOPMENT REVIEW BOARD 15 MAY 2001 PAGE 6 Mr. Magnus said that in March they presented a Master Plan. He also said they have surveyed every tree in the area larger than 4 inches. Ms. Quimby noted that she had originally been thrilled that there would be only 240 homes when they could have had many more. Now it seems they're getting so much more. Mr. Dinklage noted that there are open space plans under discussion in the city. The city has money to buy land for open space. He said he was not aware that this land was one of the pieces under discussion. Mr. Dinklage added that the impact on city services from the golf course development has been minimal. He again stressed the need to preserve an adequate buffer. 11. Public hearing: Preliminary plat application #SD-01-20 of William Shearer for a planned units development consisting of the expansion of an existing 44,520 sq. ft. auto sales and service facility by adding 29,722 sq. ft. of building square footage which includes two additions to the existing main building, replacing the used car sales building with a new building and constructing a new service and repair facility, 1675 Shelburne Road: Mr. White said this is consistent with the sketch plan reviewed in December but has less square footage than that plan (from 39,000 to 29,000 sq. ft.). Most of the reduction is in the main building. There are now 2 separate smaller additions. Other changes include aligning the curb cut with Magic Hat and pulling one building back. Mr. White noted that the road is now depicted accurately. The road is on the Shearer property, and the state plans for road widening will take property and the road will then be in the state right-of-way. Mr. White said they have no problem sprinklering the buildings with the exception of the used car building which doesn't require sprinklering. He said they would work with the Fire Chief on this. With regard to lighting, Mr. White said they now have 60 ft. poles and are proposing 24 ft. The regulations said 20 ft. is maximum. He said that with 20 ft. poles it is hard to get even distribution of light and it will require more poles (1/3 more in this case). Mr. Belair said the Board can waive some requirements but this is not one of them. He suggested meeting with the Planning Commission and asking them to change the regulations to allow higher poles in some cases. Mr. Cameron noted that people in that area complain about the amount of lighting. Mr. White said he would like to avoid doing a point by point plan with 20 ft. poles. Mr. Belair suggested doing the plan before the lights are installed. 5115101 MOTION OF APPROVAL �a I move the South Burlington Development Review Board approve preliminary plat application #SD- 01-20 of William Shearer for a planned unit development consisting of the expansion of an existing 44,520 square foot auto sales and service facility by adding 29,722 square feet of building square footage which includes two (2) additions to the existing main building, replacing the used car sales building with a new building and constructing a new service and repair facility, 1675 Shelburne Road, as depicted on an eight (8) page set of plans, page one entitled, "Shearer Chevrolet," prepared by Krebs & Lansing dated 5/3/01, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. The plans shall be revised prior to final plat submittal as follows: a) The plans shall be revised to illustrate the water and sewer mains on Bartlett Bay Road. b) The plans shall be revised to accurately depict the Bartlett Bay Road r.o.w. c) The plans shall be revised to illustrate all pole mounted lights as being 20 feet high or less. d) The plans shall be revised to include a point by point lighting plan for the entire property. e) The landscaping plan shall be revised to note the species of evergreen trees to be planted and also the species of shrubs to be used. f) The plans shall be revised to depict any proposed auto display areas and note which spaces are for customers and employees. g) The plans shall be revised to illustrate a bike rack. h) The plans shall be revised to note the location of the C.O. District/Wetland Buffer associated with the wetland located at the southwest corner of the property. 4. All new exterior lighting shall consists of downcasting and shielded fixtures. Any change to the approved lights shall require approval of the Director prior to installation. 5. In accordance with Section 23.101 of the Zoning Regulations, the applicant shall submit applicable information regarding the development and storm water management to Heindel & Noyes for inclusion into the City's stormwater and hydrology computer model prior to final plat application. The final plat plans shall incorporate any recommendations resulting from the study. 6. The Development Review Board approves an additional sewer allocation of 865 g.p.d. The applicant will be required to pay the per gallon fee prior to permit issuance. 7. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the new buildings and addition will generate 83.214 additional vehicle trip ends during the P.M. Peak hour. 8. The applicant shall post an $18,500 landscape bond prior to issuance of a zoning permit. The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of surviving. 9. The applicant shall comply with the requirements of the South Burlington Water Department as outlined in a letter dated 5/4/01 from Jay Nadeau to Krebs and Lansing Consulting Engineers. 10. The new buildings and additions shall be sprinklered and include a fire alarm. 11. This approval shall remain in effect for a period of five (5) years from the effective date of the final plat approval. Any buildings or additions for which a zoning permit has not been issued shall require re -approval from the Board. 12. The final plat application shall be submitted within twelve (12) months. 9 KREBS & LANSING Consulting Engineers, Inc. 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 May 15, 2001 Fax (802) 878-9618 Mr. Raymond Belair City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Sewer Allocation Shearer Property South Burlington, VT Dear Mr. Belair, Bill Shearer is currently proposing an expansion of his Shearer Chevrolet facility located on Shelburne Road, please see the attached plans. The proposed buildings will require a new allocation wastewater disposal. We are requesting a sewer allocation of 865 gallons per day. This design flows is based on the following design flow calculations: (15 GPD / employee * [95 existing employees + 20 new employees]) + (80 visitors maximum * 3 GPD/visitor) + (50 GPD for oil water seperator)= 865G If you have any questions or comments please call. Sincerely, Ian A. Jewkes j P.E. 7200 / IAJ DEVELOPMENT REVIEW BOARD MEMO MAY 15, 2001 MEETING #3 not utilize the private road unless the Board is willing to waive this requirement to allow a private road to serve four (4) lots. Lot size/frontage: The minimum lot size requirement is 12,000 square feet, and the minimum frontage requirement is 85 feet. Details of the lot dimensions should be submitted with the preliminary plat. Road standards: The applicant is proposing a 24 foot wide paved road in place of the 30 foot requirement. The applicant should indicate any other waivers requested. Traffic: The traffic study for the golf course should be updated to include this development. Sewer: The preliminary plan submitted should include the sewer allocation request. 10) SHEARER - PRELLVIINARY PLAT APPLCIATION — 29,722 SO. FT. ADDITION,1675 SHELBURNE ROAD This project consists of a planned unit development consisting of the expansion of an existing 44,520 square foot auto sales and service facility by adding 29,722 square feet of building square footage which includes two (2) additions to the existing main building, replacing the used car sales building with a new building and constructing a new service and repair facility, 1675 Shelburne Road. The Development Review Board considered the sketch plan application for this property at the December 19, 2000 meeting (minutes enclosed). This property is located in the Commercial Two District. It is bounded on the south by an auto service business, on the east by Shelburne Road, on the north by Bartlett Bay Road, and on the west by an undeveloped lot. Access/Circulation: Access is provided via a 43 foot curb cut south on Shelburne Road frontage, a 40 foot curb cub north on Shelburne Road frontage, a 35 foot curb cut west on the Bartlett Bay Road frontage, and a 25 foot curb cut east on the Bartlett Bay Road frontage. The proposed Shelburne Road improvements will not consolidate the Shelburne Road curb cuts. Each of these curb cuts will remain the same size. The eastern most curb cut on Bartlett Bay Road is proposed to be eliminated and replaced with one opposite the Jiffy Lube curb cut. This new curb cut does not meet Section 26.103(d) which requires that a curb cut be at least 200 feet from a signalized intersection. The Board, at the sketch plan meeting, was willing to waive this requirement. Circulation on the site is adequate. Coverage/Setbacks: Building coverage is proposed to be 14% (30% max) and total coverage is proposed to be 67.2% (70% max). The total coverage after the Shelburne Road improvements will increase to 68.1 %. The front yard coverage for Shelburne Road will remain 63.5% but will decrease to 43.9% after reconstruction of Shelburne Road (30% max). The front yard coverage for Bartlett Bay Road will decrease from 31.9% to DEVELOPMENT REVIEW BOARD MEMO MAY 15, 2001 MEETING 28% and will remain the same after reconstruction of Shelburne Road (30% max). The sizes of the existing buildings was also requested at preliminary plat and not provided. Traffic: The property is located within Traffic Overlay Zone Five. ITE estimates that the expansion will generate 117 additional P.M. peak hour vehicle trip ends for a total of 242 P.M. peak hour vte's. The final plat application should include information on the type of construction proposed so that traffic impact fees may be calculated. Lighting: All lights must be downcasting and shielded. The applicant has proposed four 175 watt metal halide wall mounted lights to be mounted at a height of 12 feet and 24 400 watt metal halide lights to be mounted on 24 foot poles. The pole size should be reduced to 20 feet maximum as required under the Performance Standards. The existing lights on the property will be removed. The final plat submitted should include a point by point lighting plan for the entire property. Landscaping_ Staff was unable to calculate if the minimum landscaping requirement of $18,500 is being met. The landscaping plans should be revised for final plat to note the species of evergreen trees to be planted and also the species of shrubs to be used. The applicant should note that flowers are not counted toward the minimum landscaping requirement. Sewer: The applicant has requested a sewer allocation of 815 gallons per day. The applicant should expect to pay the per gallon fee prior to permit issuance. Impact Fees: The applicant should be aware that the road impact fee will be applicable to the proposed additions and new building. Dumpsters: The applicant has proposed two screened dumpster areas. Parking: It is estimated that the proposal will require 167 parking spaces for customers and employees, 6 of which must be delineated as handicapped. The plans note 211 parking spaces, 6 of which are handicapped. The applicant should revised the plans to depict any proposed auto display areas and note which spaces are for customers and employees. The applicant may request a parking waiver. A bike rack must also be provided. Wetlands: The applicant has noted several wetlands on the site, but has not illustrated the C.O. District. The plans should be revised to note the location of the C.O. District. Bartlett Brook Watershed Protection Overlay District: In accordance with Section 23.101 of the Zoning Regulations, the applicant should submit applicable information regarding the development and storm water management to the City for inclusion into the City's stormwater and hydrology computer model prior to final plat approval. Stormwater Pond: The City, with funds obtained from VTrans and many other partners, has been designing a stormwater pond on the applicant's property and the property to the south. The applicant has been very willing to work with the City to provide land for the DEVELOPMENT REVIEW BOARD MEMO MAY 15, 2001 MEETING construction of this stormwater pond. The pond is designed to take the most polluted portion of the runoff from Shelburne Road and some of the area along Green Mountain Drive. This runoff will be treated as it passes through the constructed wetland and discharge the treated water into the Bartlett Brook which flows into Shelburne Bay. The applicant's proposal does not impact the proposed pond. The applicant will be required to construct his own pond to treat the stormwater from the proposed development. 11) LARKIN- SITE PLAN APPLICATION — 4 UNIT EXPANSION, 90 ALLEN ROAD This project consists of a site plan application to amend a previously approved site plan for an 81 unit congregate housing facility. The amendment consists of 1) converting a 3,200 square foot common area for congregate care use to 4 additional units for a total of 85 units, and 2) minor landscaping changes, 90 Allen Road. The Development Review Board last approved the site plan for this property at the February 6, 2001 meeting (minutes enclosed). This property is within the Commercial Two and Bartlett Brook Watershed Protection Overlay Districts. It is bounded on the north by two (2) congregate housing facilities, on the east by a group home, on the west by a commercial building, and on the south by Allen Road. Coverage/Setbacks: Coverages will not change as a result of the proposed project. Landscaping; The applicant has not provided an estimated building cost. Although the applicant is requesting a waiver from the minimum landscaping requirement, the applicant must provide the minimum building cost in order to note what the minimum landscaping requirement is. Staff does not have a problem with the concept of granting a landscaping waiver. Lighting: No changes are proposed. Parking: The proposed four additional units will require between five and ten new additional parking spaces depending on if these units will be one bedroom or two. Forty five parking spaces are being provided. This is minimum required if the proposed units are two bedrooms. Traffic: The applicant has not clarified if the proposed four additional units will have one bed or two. It is therefore not possible to calculate the exact vehicle trip end (vte) increase. The property is currently estimated by the ITE handbook to generate 20.06 P.M. peak hour vte's. If the proposed units are one bed units, the units will generate a .68 P.M. peak vte increase for a total of 20.74 P.M. peak hour vte's. If the proposed units are two bed units, the proposed units will generate 1.36 additional P.M. peak hour vte's for a total of 21.42 P.M. peak hour vte's. The applicant should clarify the number of beds in the units and be prepared to pay the impact fee prior to permit issuance. CITY OF SOUTH BURL.INGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 11, 2001 David G. White David G. White Associates, Inc. 168 Battery Street P.O. Box 1007 Burlington, VT 05402-1007 Re: Preliminary Plat Application, 1675 Shelburne R,;ad Dear Mr. White: Enclosed is the agenda for the next Tuesday's Development Review Board meeting and comments from the City Engineer, Fire Department and myself. Please be sure someone is at the meeting on Tuesday, May 15, 2001 at 7:30 P.M. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give me a call. Sincerely, r Raym nd I. Belair, Administrative Officer RIB/mcp Encls /13 - 112C91-1 v 4Y.2"( )9 Eg CC� 2 300 _ ,C S� r�,C�% ----------- -,.`"�` fier'r�1 wE � 'x" �% r �G G(� / _ NFL-% rr F� � � �,.°� - ��',.Y �. �� .�` � ��,/�" F,` . 7-11 ILI------- ioe- CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May q, zooz Mr. David G. White David G. White & Associates 168 Battery Street Burlington, Vermont 05407-1007 Re: 1675 Shelburne Road Dear Mr. White: Enclosed is the agenda for next Tuesday's Development Review Board meeting and my comments to the Board. Please be sure that someone is at the meeting on Tuesday, May 14, zooz at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sincere,.ly, Raymond J. Belair Administrative Officer Encl./td } 1 CITY OF SOUTH BLTRLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May q, 2002 Mr. William Shearer Shearer Chevrolet, Inc. 1675 Shelburne Road S. Burlington, Vermont 05403 Re: 1675 Shelburne Road Dear Mr. Shearer: Enclosed is the agenda for next Tuesday's Development Review Board meeting and my comments to the Board. Please be sure that someone is at the meeting on Tuesday, May 14, 2002 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sincerely, 4, Raymond J. Belair Administrative Officer Encl./td M kMORANDUM To: South Burlington Development Review Board From: Williams J. Szymanski, South Burlington City Engineer Re: Preliminary Comments for May 15, 2001 Agenda Items Date: May 8, 2001 VT COMMUNITY BOTANICAL GARDENS DORSET STREET 1.. The proposed culvert should be plastic or concrete, no metal. 2. The mound construction plan dated April 15, 2001 prepared by Jane Sorensen, L.A. is acceptable. SHEARER CHEVROLET - BAIZ _"T' BAY ROAD 1. Water and sewer mains on Bartlett Bay Road should be shown on the site plan. 2. Bartlett Bay right-of-way should be plotted correctly. If it is then additional, land should be deeded to the City so street is entirely within the r.o.w. SOUTH BURLINGTON REALTY -SAN REMO DRIVE 1. Water main on north -south part of San Reno should be shown. 2. San Remo Drive sidewalk should be entirely within the public street. An easement should be given to the City especiaBly if the City is expected to maintain it. FAR WATER LTD - AIRPORT PARKWAY 1. Site plan prepared by Provan & Lorber, Inc. dated 2/16/01 is acceptable. MEMO RAN DU 4 To— South Burlington fDeveloament Review Bard From: South Burlington Fire Department Rea May 15, 2001 Items Date: May 8, 2001 2) Sketch plan, 10 lots of Golf Course Road Acceptable 3) Site plan, 90 Alen !load The additional units should be sprinklered and include a fire alarm Prellminar~f plat, 368 Dorset Street The new building should he :°-i-Wered and include a fire alarm: 5) Preliminary plat, 1675 ShelburneRead The new buildings and additions should be sprinklered and include a fire alarm. 6) Sketch plan, 895 Dorset Street The town home units should have residential sprinkler systems 7) Final plat, Lime Kiln Road The building should be sprinklered 8) Final piat, 975 Shelburne Road The applicant should consuit )njith the fire chief on the location of the fire alarm. SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 May 4, 2001 Krebs and Lansing Consulting Engineers 10 Main St. Colchester, VT 05446 RE: Shearer Chevrolet South Burlington We have reviewed the above referenced project and offer the following comments: 1. All construction drawings and plans shall have a note stating," All work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for All Water Systems Owned by the CWD, the City of South Burlington, and the Village of Jericho." 2. The South Burlington Water Department (SBWD) shall be notified at least 48 hours in advance to shut off water service to any building involved in this project. 3. The SBWD shall be notified in advance to locate and mark all water mains that may be involved in this project. 4. Water lines shall be buried to a depth of 6' to the top of the pipe. 5. The new water service line size should be indicated on the plans for the proposed 200' by 70' building. 6. The SBWD staff shall be notified in advance to inspect all fittings and crossings prior to backfilling. 7. All Details should be modified to those shown in the Specifications and Details for the Installation of Water Lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, and the Village of Jericho. 8. Upon completion of the water system construction project, "As-Builts" shall be supplied to the CWD Retail Department in the form of one hard copy. 9. This department shall be notified of any changes to this project with revised hard copy plans. 10. After the above items are corrected and if there are no other changes to this plan the South Burlington Water Department approves this project relative to all water related activity. If you have any questions or concerns, please call me. Sincerely, South Burlington Water Department Jay adeau Superintendent Cc: Sara MacCullum RAILROAD TRACKS RAILROAD TRACKS Ali b.w,.sh— A'- of I— Ave If Away 229' - ---- / arw: ,w..e�.�.nraawauww��\ --�6'— „♦.,�,w _ -� drWsw,wrG \♦ � ilk-\ *\\ ro'xar tp •w AIlPwefn Ree � __ \ ��o.w,ro. 1� / �♦.� ����� _� _-1<--- --_---j/, m posvM \ \\ ', 8 Ri 187.M �•-� ------ - M � - - - _- -- -- AbvEW\\\ \ \ _ 1� AYw dr Anor ._-.-----'-""'� AM � aYbrefn eaM aM crosbvcMY wd'vW b M a,rr byft era pcw Y w.eti - - -- _ - - - -� - -'-_ - _ _ - _ _h- 79R ..-•.. M - - - � � /// CGF/SPRUL';cP7 I1E71.AN0 hew-Pbn ---L \ AM CSAI*M" seM yd-___ ____- _Aft \ ra 7�I :2eFllt MY.�. 1�� � f• pm era 1I �. Budding A�.1s�i. e,.h 1 200' by 70 6 hr /su1 c>:wsM � _ rrea.. (-------�1 ----- -----tam-- -- ----- ccc —�---- 11 ADS-W2 r .SOP J5 1 4fl \ I t .-aan' t , a ' e — AM Lieeod ee a +-a4w ;K 11 I a. 107.1 e� � raJ AYw C. f hie ill--a------------------------ h I 1 1 t , EAlkrlrp awb of aW / Proposed Paroment \ lk j / Area = 77232 sq. ft. \ t 1 _______________________ z�� — exsthg po mnent p l---^�6-----—---_-- Q 1 / e 00 00 -- — 1 2a av 1 Z 1. _ \ Mona"nYHrD a Prepared 1 \ \ powtrrr ao.w Proposed .... �.I \ Addli \ —isthg po�mmanI tGt4' by 62' . / 469K sq. ft. . 7l0•bY 60• \ 1 i Addition I- 8,800 sq.ft \ Q JA 88 by 31'- J \ \ 1 .✓ 2750 sq,ft. 1 y MVMM \Exlsthg cwb cut ".a ✓, ; // , : / , / F; +' // :.� 1 Remove exiathg 1 1 Aim elpr r,....r ATatra....I.r�,�L ,\ \ 1_ —_ ! J IL — L1l �- --- r 001 00 0000 00 00 1 - 00 00 Do no a a I I I axistin f / Planning and Zoning Information Area., 12.11 acres Zolm C2 Ex/stha Lot Coveraye: Lot Area (12.11 acres) = 527J95 sf Buildings = 44,520 sf. Budding Coverage — � 11— 8X Pavement — 21J,357 sf. Total Cog. = ff 510+21 J57)=9X Proposed Lot Covemax Lot Area (12. 11 acres) = 527 395 sf New Buildings = (275o + 4800 + 4,r72 + 14,000 + 44,52o) = 74,242 sf Budding CoPeroge = 7395 14X New Pavement = (77232 + 11J•J57 - 5.607) =1B4, 981 sf. Total Coverage 7f 2f2+gas ge1� 66C 1X C-- LEGEND 0—bW Pont Uti Pde 'o+ ` ) a� FYe HY4—t V J -sue T ® o L/p5t Pde # Gas W. a New Pow At ted Llot DQ New MN/ Mounted t/ght +i New J1,/A* grade Appro0nate property Me New storm /h. r 2a• fps gp• /6a• 2" Bar Scale 1- = 40' © 1 -hii •g Popennent 9 asyue ar- able - - -- - -- -a- - �,, _ �9u „ 3 _ Site P/on --- After Reconstruction of Route 7 _ s � a� Checked Aiw - - Scale Shearer Ch e vro/e t Date Mor 3 2001 TO SHELBURNE SHELBURNE ROAD (U.S. Route 7) 70 BURUNGT i Prn t Qa12f/66IJJ 9111 Road South &,rr tan V--t _.._ ._-._w___.._..___..i..l .._.._.._w_.._.._.._-._.._..— ----._.._w_.._.._.._.._. _.._.._-._.._. _e_..—.-------._ _ 1z .oes a _ w _L.___.._.— 1 d(ain �el4 ColeA st ero &"4160 me!, rn a RAILROAD 7RACKS - RA/!ROAD 7RAC1lS - 1 -- ------ trmmcw Proposed � I \ 1 � I L° BuNding \ ake r �/ i 200' by 70' am r Ell .. I g 74,0G19sgft. 1 1 \ 11 .. owMai obY om-I ofAksl i \ --rw--------- �1 — 1 � \ , E.rbthg ausb avt f PrRoosed Pmement / Arco - 77,232 sq. R ----------------------- 1 1 `fir 00 043 r \ `$ _. wr Proposed 6lyddh At✓ v? \ satstb9 Pa . 108' by 62' 1 a, L f10'by \ 6,696 sq.R d800 sif Addlt/on t -1 `' a if J DO 1 arisrhy Pe,ar„enr o ! n ss s n A -_- - - -- - ------ - - - 1 TO SHELBURNE SHELBURNE ROAD (U.S. Route 7) TO BURLINGTOM,— Landsc� Sd�sotde S /6aer) ao,t/ty SYr b l Esthwted Qnt Swnsyyrs[so�a,at 2' JB $14450 (So't tdamtf 2' 14 i ow Florets i qto is $ /.AV r4owl,, seed od mukri dbhabsd 2zOtlICEt af. l 7,700 owls. Rerwoe powwart and O fR35/a f. --gro,M ah'+p rood my Mg- IrLaL $24190 AW mm 9 LE6MD .. paw t awbw POW UNAy Pds •u. V 9 Pis H>Ch t -wg" T W L196t Pas o C Mew Pare Mbm&d LjOt DO New Ah9 Named LtAt Abw AAM1 qv* _yge ____ Q lowwindt. Prgseiv /h. — - - — New slam /hs ' _---t raw enbmas Exhthg awb at ]If/' f0' dYl' lee- 1I0- �D 8ar .Scale D-IM u✓ tandsccpinq Plan D� m r/jir After Reconstruction of Route 7 checked 1,640, Scde Shearer Che vro%t Dote Mor .I 20M ewariaecxf Shatwem. R..d S-ffi adikgPYfwma,r CBS of L/7YSIA'C CoTtsu WtV A'r9t WOM Inc. F .. Z 16.0 1(asn S& et, C0kA"AV,, P"Wwnt 05•lf6 m¢a RAILROAD 7RAms — RAILROAD 77MOYS `-\---`\ \� ------ alle, N\ +'---� ^--•'..-- Cd/S7RY/CIEO 11EJUM140 aemvrnw / - —1 .�nror� arv� I 1 ,1 s.... Proposed... 1 �o Bupdmg 1 � r as. r aw r ax.r I ww.s 1 g 100 by 7O' 14,OW sq ft 1 1 \ ---- 1 rl�l --- — — — — — — — — — — — — — — — — — — — — — — — ---- ,w---------------------- 1 1 1 `( ErYMp ar6 are! Pamnwt /Pfqposed Area — Zf as 1 � \ 1----------------------- ioq sxbtiq pownsrt 1 0-0 -- --------- ------------- d— 0 IM \ \ 1 Proposed zti Buedh Pit \ r �\ 9 . \ ay de' b JL- w ® 00 u r a n w 1 — — — — — — — — — — --------------- ----------------- — — — — — — — — — -----g------------- enYMp pawmrrt axial 70 gIELDURNE SHELBURNE ROAD (U.S. Route 7) r0 Awed AYrt 9 tAEelb'tatr o AV t1}�iw�t 1R AM T Lw tare a 1 o mw ~ OwAb ---MN ---- » •w --Qs� Nerhy Bar Scale t' - 40' aoa .wm awyaM aw. Deelgn ,Ar Landscaping Plan Drawn m,I,„ir Prior to Reconstruction of Route 7 m Chocked S.W. t Shearer Ch e vrolet Date 4-17-01 Project cmr/at,.v 9Wb— Road South gj lbmart A2U,&.S S' LAffSING Con vuAVrW A'ng*wers, Inc. 16f Alain .Street Colchester, Yern:ont 9S4'4'6 14 AY.w A — RAILROAD TRACKS D/MENSN)N t e£UMINA1Rf - p 1 4mu c � Aana':J: RAILROAD 7RACKS nqs � � � � -� � •8•r4n:anauu:ns Mr: I __ — .Fr+.ct-rpcN:_e J-art pwt:u 'saY:iry MI As ~dMs— ' 2,V- / •�-- - - Me--F1aL•a ar'4. 'IV A.+ /i �� __-_-----_--� rn, � � •l<serta+wara ..:,.,. m.y..r-aa nl..a -�� / ///// _�\\��»�� i, �) � •nay.rWrl a'A h=tJ rlw +. -____ \�t< £ �� / ) _�\ •t�r.aa [Yd d:wnwiw a _ _ �� / �- / ` \ •Fnrvncf M [ ep qs• uy nnn aM! 40 \ fib\\ pxr+r.a n-d.e.-n�etr Ixp+:,...rx.l I �� � �r \\ \ \\\ 1 •lerv.>K•Y Y:uasy l: «xl•rR _.._-__-.__---_.... _._ a. a•x4.;.. _7,. /� _� a„rj,n,,,, .+ u mm .oa1 u.+ a•t1 ->�_u .+ .. asse_ 1J 1 errtL --------------- — c0KFRU7E0 NE7fAM0 WA££1GHTEAZ5D CUTOFF£UMN....we _.. EAA(i zA�WY• .9 ._OnC(; smemvreaa:. a-w mYF• 1 Alm wl! Aw! 1 u 1 I!. : �.M r rF•, ii s u JI-rr WWII +Ix+lhd arcal..pM r3 ep-Ic�� -- Proposed 1 BuddingCA- 11 1 1 anal -. .It lrr,.v-nrr+run, — — 3 a 200'by 70' nr::eeA a 3 14000 sq. 1L 1 1 •r - 1 raCatl 41 1. is I ewtA �maF i ( .It.n H9lncliWr :l:a�_ i _ - _ a�/aYl ebm' �10�1 , I •51rr:rv. I p.wls4n uY ,v+ti-.eJt) -� % 1 4 pay p 1 •flm:aris.. ruen:ery:ma...Iw na•F.d 14 esUu'M • M.•tl um.•dic :rten:s " I'd Ng" (TW Pa ema nt eeeeeeeee � eeeeeeeee �� eeeeeeee-y�;� ■eeeeeeee��l fifliYmlg 91 e�free 11 L ffil HIPP OFF ���`'�� ri ����le IF�P •■ aeedF,,Pmp.—d Light ®©eee���+�■eee�! BONNEHFEE%sll"EEEE MINN"-' It ■ee�e Vi INel;REEFFERE®®EwErrPREW REWIFFEE r wwwwrimorwr ■!��■+■'AE1�i■1�1a� ■!■1l���■1l�i�L�Ir!! 1 �■ e�i�eeieMrerr ; �■ ■■ham: ■`I -------- -- -- - --- - - eBar Sca/0 ee�,�����a�+■��■ae�+�+�1����u�e' ® eristang Pa Went t esistin g paFernent / ® ® ®all- w„a TO SHELEURNE SHELSURNE ROAD (U.S. Route 7) TO HURLINGTO&—�/ cn 0 JAJ Lighting Plan raven £AU/.MF �-� necked cale Shearer Chevrolet ate May 3. 2001 roject 0211 .9rdI Rood South 6w1A ton l�ermant A",&S' & 1"SII ConsulNng hrng*wer-v Inc. 164 Aasn Street Colchester, hermont 0641 15 t `/26+ • RAILROAD TRACKS State of Vermont- ���' 8 - N217317 , "E Nosed to New Eng/and Centro/ Rai/rood) _* — — — — �` � CM N19 47;32"E214. }•.' :...... N, stsmwotor abtmrkn bosh ...�','........',',',','.....•.. •. and —&—too —&—d to be bufft by the CYty of Slum Awkgfm• new --tot Aft Me pry Me'05t to goe-ote ad mahtah Ma det—d— bosh. M& so—t bas not boon firdriud - O N Gt 1� 0 1 1 Oil N" Go Le- d 1 -�- 9rey rn,ba Parr i ppe fw.e 1 Q Gamete mawmmt Avid ■ c�raer. mo.0 t or awwcba, ar over, ® Cow M wd Pohl — — — — rrw*y e:.. o- noV of w , ® 9rwe- rnoMaw 1 D4 Mbrsrhs gate Mw G-airo7e sow • State of Vermont 99' Right of Way 0—wAah Mbtor Abtrkt (20' wkW) Ya4rme 121, Pogo 163 Shearer Chevrolet Comvan y Inc. orgy P—oort O oAdns pa..seer TO SH£LBUR(E Area = 12.27 acres lfo✓ume JOf, Page im acrobat, 2e f" (todedrdd Mortww) Pbk,"sam012 1 487 (Mmantm omd) O IM on 9neti� N lto Ma 1 �1 1 Qsf -v-a1 � v 0 v� 1 F � m y■ enrrn9 Po.wnarr 1 r m 1 tr P,W—.d 1d*g /in/1s f- Routs 7 sAY—kg 1 Not. No /md hos bem barsAvod to datT---V o s S18772 47 ; 750. DO 9URNf- ROAD VU. S. Rou to 7) TO BURLING70N Ian' 150• zco' 7.M' Bar Scale 1•- 50• Location Mop Nol fo scde Survey Notes 1. Aa ber*ya — o.ttobeed and arw bond m AAV-Nc N-Yh. AfuyretN NOM b ¢prudrrotoly 15• sort of Asb&—nlc NsM, sm Krebs d• Z—bg -1—y of Flo Realty 2 A cosad bows— sw canp/std 01 of 24 198% using a Meadalta and e/acbmk ZZ-b— mots and a stool taps. Add/tA»ol su )hg sae cnnabctod h 1987,, 1984 /991, IM and May 2M71. Boundary Notes 1. The de -Off— of blew lard. and Me eWdrros / ntd ord erbfirg Ms gra re-e cmrpared and andy[ed to proMob eM a fhd bou—t'y t hdNaNw of f/re o-IQhd W-1 of Me deed, and h hammy ./M sdsthg pbws mossnon" t. Moro conAkts baf— phtolcd o b r od wRtm e~- substmthX died md/ doasrrrrts shoad be ewcutsd to olinhoto any aaor of M. - cmAkt. 2. A(---ts haw bear sot h and - t/rs ground shoe Wv— m Ma plot of awey shove h oe cphkn of Me > It w no.~ to !rove o pnbt not Mersirs ---rotted J. Any basrd6 y d t—h-tkw, based — deed, s chum—* rscwdd h Me Puck raced, by sbkb Ilan s nights sere Qnwyed to Ms Whbn 9beos — 111/e nights h the /md, of M. '' 9Y— oMrsbe dNhsofrC b subj—t to Me a day and legally of Mose deeds s doamrarts. Me Mose deeds s d6cwnents are hrprgoofy —too o mutts of low OF cmtoh ores s onbsAns h fo 4 - cattoir or rs based upm ,,movers cmduoisrs of)—, Man the *-Noted boundahs may not ba .W.. .R 11 s barmaby detsmhotkn d bor� sheen aro aso r-•.• 1 subj-t to Me —y and 1.9WItyarr�— f.0 of-111-fty of my grmtor or grorteo stro professed Me r*frt of "Ity to canwy rece/w s ca-)&— propsty or noVv h affected prroerty V 5 Any dgkb- m Me profs of y of baundsy /her or other 9&—&n'e9 elarY9hV of bomd.,y /hen for O MNAm .9reos sore A —tad by toches by 5.. fie —trot of Me eff—t of od— passessbr s oMs msrftt— data; /f More b - eve X ear how bld t/h6d strre Art— 7o &rot -t-4 Mom pots of survey, may be sub,-t to my—ldsrt/rRd chins s nY*ts. Assumptkna for axrectnms and aowrocy ss hdlaatd - thb plot of survey. 7. Mb plot of sway [s for Me nab use of MY/bn 57re.or Me um by o&s prWrty Darts, pvhets s wank*.' � bapsUlkaAy unauMrfzed Vot. need Road Construction Notes (Ae ,„ ra meal acy ra pokkw a.aa m 1. New rood Mo/ be constructed to the line and grade shown an the 6-owings The road and utility locations shot be t)pka ly detailed unless atherwise shorn. 2 Methods for construction of sub -base shall c'anfann to 11. Highway Spec€ (1990), 20J, 12 "abgrode" in all respects or as determined by the Engines. J aawl sub -base fir powment shot rnrfam to Vt. Highway $oats (1990), 704.05 table 704.05A rouse. 4. Lew/ng course shall cohb, n to Vt. Highy Specs (1990), 704. 05 table 704 a5A, fine. Shouldes shalt conform to section 704. 12 Aggregate f Shou/airs. 5 Bituminous concrete powmeme shelf conform to Vt. Highway Specs. (1990) Section 406 Binder coarse shill be type 11 ®d fiMM wearing coarse shall be type17. 6. Any sub -bole - subgrade disturbed by Contract-, - rmdsed unsuitable by construction modrir y Md/ be removed and replaced with apron wad granular bockff SLb-bosro shall how 95x of in -um canpactim density before road construction. 7. Me Contract- shalt be respansb/e it, all compmti- tests hr the rood, farendtlans and utilty (menthe€ 6 F7/ material for rood embankment shall be approwd by the Engrave-. Fit shalt be placed in 6" fifts and wetted and compacted with sahsfacty compaction equipment The Contract- Mar P-k- 2 compocf/an tests ,wry 100' of the /knits of the Ning operation and shot recampmt areas with less than 95X of moxrnum density (Standard Procra). 9. Ilhen pp/rcoble, the C-tractar shot fellow VT. Highway Specs (7990) Section 2a311 for placing and spreading lenborAments. 10 Rood in NI sections Mall be placed and-,mpected a minkrean of J feet above top of any utility to be installed, before trench is exrowted for ppe placement to trmahe and cut sections Me Cantiactar shot powde o/ ny sheeting, M-ing and bracing to mantakn conptlance with d/ 09tA/LOSffA regulations It Sand fii shot conform to ✓errant Highway SpadlkoNarrs (1990) 70J0J, table 70JQIA. WIE: 1 sow redraea ro .ere- aana srrt ee n ,aoodmce .ram ma r.ae.a.r..dd armmdr ,� ee.,g..aia' e>-pace eon aroma aro.mm 2 saws- error be /a'O or .burr 10 Met bar nary can my exbM9 a amp to wit n, - the dhrora .rips ee bw,d d .eye rap eWa n rrra mro.c. ewwe a mrawm ran., M. Mon ,net a named aaarMg ro rasa rAa e.ra: Water sebnr board arnaaree e• e,.naw kw .err h -wel 6•/oy a[mabd/� IB'rrril. (fv J2) rlia proton- anrry .. O .oe oerq .one awn, ra s e i re pnoebY , ,erhaan rrfhh of aRrfvrr ar t bafaver boas Sea, phb M be ewrkbtmf J r m hr a PawN ePn tM aohmwh }rhh IMn It h hpmaGb to oemb amw' syavebr• ere sew sic/ be des¢rW wend comaw roe .pal ro .ore pp w.e ss be IniPr h,aair9 Ixia' ro Oa Sewer l Water Separation Detail N. rs Anohcroge of Ybl IJ/16" a1e'ed 2 //21 J/5' am hN. --� seep e+a➢.a ro win. riavt ofie amp ere rohw a. seared n pier ---- - J/4' ear, s' Cba Y' cwroab w,# d aAYh rwh L A-oI daawg .war f¢hrered agriaf mdihnel rArmrabwd .am °bras Section Elerotian Note A ,nor Nook - be hrWf ar or wremar errr[ yore w'rw bwn �dwa Micro and nys oM tea ,,hb aa.a.ee ar4pa-r surd arras- ( eased yee..alw abtw ono � tnmrwbse son-_, iwv. rhkaaa is trim of prop t 6•mh info PAW _ Gerd aaI '.'�' as fActM (l1Par) a..n f 1Ve . ✓dw/bead End urn owl Reducer Nome- rxa. J as (mnimnm) u.mnae.d oar pay.mytm. rover eef.we, d cwrosro curd Haab arMPw eth,g to pr.wrr Band ctnoere char nor oswr + � eats tc f mrkya. . trresd sw T� 90a, 45 ,22 1/2r or 11 114.Awd Thrust Block Details N. rs Minimum Area of 8e-*c, Swfaro of Conflate 7hrost Block fin sou-e feet) r 4• s• e• ] sac SA E a5 05 a5 a5 a5 1.0 aJ a5 !.a IS /.a a 20 23 !.J !.O 40 SJ SO LJ 5'ewv 140M LO aJ I,5 20 toa3 10 40 20 !,O AS Q1 is 20 !a !4 zs 40 e17 10 LO 10 a5 20 05 GJ to .if SO 20 1J s0 s0 Is a11a s0 way .iaN I.J 21 I.J 1.0 21 .IS 20 /.0 31 7J 40 20 s s 70 s5 Al s0 20ap SO 45 1.5 SO 70 40 20 HI /s s0 40 !s 14 7.0 is son eby lam Mko6 5" and - ode -doh - ordered by engineer Note' 6" of crushed grow' (70405A hro) and 6" of crushed grow' bare (A"05A ) shall be used h pakhg twos only. Access Imes bet— parkhy Imes Mae/ be-nsbucted with 6` of cruMW grow' (70405A /1») and 12' of -ushed grand base (7046k5A coos,). fie Cmbacb ra M �rpnaGy M emlrnhD ran Q9'/A - 109/A �.a/araa ea,. aerecsre,..�e.ar era. .wd�e 1/4•ro-V• orw.s ens.. a ever.[ era .eve. mwe erne erereu Pwxe daaepr PM) _ _� le. IGera1,- e m`efe sad ro Pw) array pp.. w. /-• orr� ' awrae arm. rrww era poa Tice/ Pavement Cross Section N. T S: D+2 0+2' ps,oe a .wane eerewr Parerg ro amen» •+,mere pod rrsw✓ mn, e„ewcrs suer a paws "wai° maeM �% repm� b ameJlly nmeer yW,ay' - la9N OSW 9" ,[maw ,ta,dad pact- p+ortar e Sanitary Trench Detail K T.8 I rive r w edmm rs PM WSW 9" I .&- ww � w rY axs ma �enaeer a wsarss � Usa aW e e 1/4• ro J/4• 8 wen., ammo ar meow, war frrowae aeo.. eve P..eese. '2 In ter Poeaa nacre a.ee.tr � abnwe ppl r err shreswa nwAeear 7 (u a.ww rim w.et /w..r ewvJ •e F ammo Poe raw 1/4• ro 1/4• ourW sbe p+a nb. .e,eaw. wipe. uwarwbw „rw«u ,,wearer � r b .era e a Jr flair rY e. w+...e JY L end .ram nets it Nrgn tar J0, m d �y I 1 1II Us cvnxN kga hr Ira ro 24• aiy -�- A W A PffiL A/temats CmnxtlQns RahhaxM edge Notes 1. / ploN ro be aware ro note hobo h nA#'f 4J/b" 9-&wi Oo'b to be A-lelad 4w,,if of raw p-, w w ♦ 10" mar 12" to JO• donefr ppe hors oral w s 21• /r M* ro 4e" a9amrr pine ndrw H 2 Sir s-ew for 12' fo 24• a ,fe- ppe 2' ho4wh ro be nwde n arw Piro B` J Set aacr/er - Mar ro -- atbnarr pip flurk, 1T cc mac irc4rre m Y be m,da /ran tern rimtr Need E7ewtJrin ey rn.eq a baring m o...rs /h. wifJr J/b' yrwne.e rh.ra a ,afro 4 Co-ra erctbn cans plats oral toe pate C t -,sorb, to a .w,. g,iw m arrr a,e .pan ro ee 9alwMro6 I lhbk- aknmekn: .gaae eoey rwar sea !Y !2 w pbh 24' QLK4 9 IJ 6 4/ 4e I' End Section Detail nts Storm Trench Detail Mrs eM Cmeachr M M ,.mensal. ra amWieN .+en o'u - forma ,ea4.Qera ar..a.we ey ew'a94ns- me aww.ar ra ,� ar, are arena. aware i w snort, m donor kanPt by a e9ierw nerens i}ecw w 11• Nb crape+ a i.s r.4 a,..a.d era s I/4• a arnw arw a anon era Erper �N ea mreee Ift) �w is .are Poe .� .are N r Egg r/<• a J/4• mend sets. Construction Notes 1 Me Contract- will be respansV for at crostr ichw of water moh, storm and sanitary sewer systems as 'Sown an the plans. He will be -4-sb/e for at ny adopters, fittings etc. to make --t/ans to the existing and proposed utl tl- The Cant-octor Malt be respmsb/e f of work shown - i,W d - the plans end/ rehrmced in the specihcotims and permits The controct- shot submit far prom wi ,t by the Engines- d/ fjpes of materials and pradcts used Water Main 1. Me ppe hr waler main 'hot/be duct#, ion doss 52 manufactured in accord- with AMWA C151-76, ar PW pressure ppe DR 18 (Schelde 80) AWWA CYOO,, -noted - the drawings AO ppe 'Sol how push - t)pe onto. A// fittings, wfw% etc. shall haw mechanical pint€ Pp, fittings Mal/ be mawfnchxad by a-, US Pope „hhr-M-WO, - aA-wd eWd- 2 A// op, shot be installed in dwce w/AWWA C-600 The ppe shot/ be kept hve of faelyn mallet and debris drnrg hsfd/crown. Mh- the process of ppe toying has stooped any open ends of ppe shall be plugged Thery shot be a mininum of 6'-0" cow own all ppe and serrce tire€ Any ppe defiecti- shelf not exceed filly (50) percent of r wmmendvd manufoc&we r moxhnum detection. Boc49/ maferfa✓s and pr-wires shall be - detailed an the dowings The C-1-to- shot be esp-bi, fa- any and a0 sheeting and/ 'haring ny to dry r/OSHA - PMYA - -idol-J. fie testing of the water main 'halm consist of It. testing of d/ i t 11 d ppe, .se-NceA hydant€ etc the I-terg Mal/ crosrsr of o pressure test followed by o leakage test. All testing shot be done with potable waler and in the presence of the Engines The pressure test consists of mohtohing a mhknrm hfamal pre prosrry of two hundred (200) pounds per square inch fa- two (2) hours Faiure to hold the pesos, (+/- 5 psi) fa the spxf6ed time constitutes foluro of the lest far the patkuVbr section of ppe. The teokoge test shot be condcted f one (1) how. The time fe- the leakage test may be included with Me fine of the pressure test During the /eakage test the quantity of water ny, to mvintah the testing pressure of the system Mar be measured Me leakage shall not exceed Me all-Ne, Mues as shown Lis table 6 AWWA C- 600. Faiure of any test section wl7/ necessitate rVair and/or replacement of the fated section. Mbknrg pressure and test pressure shalt be determined Jai nhy by Engineer and local epp-cl agency. 4. Odanotim of the system shall be accomplished after the water main has been sucresshriy pressure tested and thmwgh/y Mashed Dwinf-h- shd/ be h occ donee /AWWA C-601 Ore method of dlshf.-Oh n and/ be gvpowd by the Enghaer and m/y afters oleo of wotr hem Me gashed dl mfeeled moh shows no erdw,,v of baete/ologicor emt-nhaticn. U 50 mg/l for 24 hours. Ane concentration must remote oboes 25 mo.. ra6let disi'IfecBan /s not acceptab/e. Sanitary & Storm Mains 1. The ppe for sanity sews -d storm Mail be PGC grodty sewer pipe 59R J5 (AS7MD J034) with rubber S afhg rings All ppe shall be /oft to the /he and grade ,bo- - the plans 2 Me hsfdled smlty sew ppe Ma'/ be law Pressare k tested h the presence of the Engine,-. ANr ppe cl ing, the ppe section (m-h 1. to marhde) 'hail be tested occcrdhg to the foe/owing pncedres An infemd ppe pressure of 4 pounds per square heh greats Man my bock pressure due to a wafer table shoe/ be created A minims of two (2) minutes Md/ be allowed far temperature st.61-hon. The ppe sech- shoe/ be cohwaiwed aec'eptobis� when, tested at a presxne of J pounds per .square .inch greats than y bock pressure, the section does not lose ak at a rate years than QauO -bra/€f of #mood ppe crap. Separation of Water and /or Sanitary & Storm Mains I. No wotn- main shot be darer Man ten (10) 1 t to any son/r y sees; €tom se -sanity manhole, and five (5) beet to my catch basin. Prairde minimum of 18" wrtim/ Sepaabcn between water man and star/ if y sews. Testin_a and Notes /n addition to the oboes requi-enls a7 wat- Ik,- and sawn Ikon and manholes Mal/ be tho-ough/y tested by the Contract- An accordance wiM the Enrkanment l P-tection Rues 9/10/82 Appendix A, Section A-02(k9/f) and A-04(Cmq). Note All constrct!-n shot be accomplished in omordance with the stor"ds set forth .n the latest edition of the pWIc works soedf-hou of the Town of If9tetm and -Aw--d W off Mar h the cone of conflict, the mare stringent 4-Ificetkn shag apply Contract- shall keep a log book of of least three ewhg ties to s-ce locations and my prints of defiechon or wails main fittings Books shoe/ be fumed ow- to the Owner upw occeptmce of work: Dewhrs, to Me tea of se-ces'Sall also be recorded rww.naaae aareu- � Water Trench Detail M. rs N07E' Top may be made d-ct/y to ductile iron ppe. With other pipes use either 0 coup/hg containing a fact-y-topped brass bushmg - use a double strap sev-ce clomp. A// tops larger then 1' require the use of bronze saddles. A// brass un/ons and adopters shall be Mueller Access cap paved cross count' Te/escaa'c curb bow buffalo type Mue✓/s H-10.73< or TaPp 9 saddle p m [pprowd equal � Oow F-1280 (far all.) F New carp-otlm stop MuN/s F-6J50 (far PLC) H-15008 or opprowd equal 10 CLrb stop Mueller Frost �/oqo� H-15200 - equal undisturbed sor7— S"r4' solid concrete block Water Service Detail N. rs main ZIP Erosion Control and Construction Sequence 1. the purposes of erasion control shall be discussed with and approved by the £ng(oeer and the Town of South Bunmgton prior to any clearing, gubbig, stnppng or contraction of any knd. 2. All erosion control shall be placed as shown on the drawings or as ordered by the Engineer: All erosion control measures shall be, at a m»imum, inspected weekly and mantained to hllill the intent discussed above. fie Cmtrocta- shall mantuk, the eroskan control measures unto the EngAaeer is satisfied that permanent ground rover has been established and that further measures are not required. 3. Men erosion control measures are deemed no /anger necessary, al/ materials detained kcluding salts and construction debn's shall be collected and disposed of .in a manner acceptable to the Enginee and the 7own of South Burltngtan. 4. /f high/y Bradrb/e sods are encountered the Cmtroctcr may be required to pro`ide ,vte motti2g gob n or nwt mattresses, rip rqo or other measuros as necessary to prevent erosion. The Contractor shall stockplle hay boles to protect at a mninum, al/ work i, progress Al/ eAposed embankments shad/ be tgoso6ed, seeded and mulched as soon as passible often construction. 5. The Contractor shall use water ond/a- col-m chloride for dust control The Contrxtor shall o/so sweep Bmtleft Boy Road as required to maintain dust control Mio9 Enviro/ance a- MFoh 100, Htar h.61* st¢ie fair* to fence Fain 12- deep beach State lay fabric s, bottp taus- IWO 9—W '- Vance A Ste./ stdros .0-h— m doensbevn sire of route —Show fence a- MAroh Envirofance —fYts &&— m uasbean sale "Ibst, \ �=- III �� ���� I ��,H �f` I p I �. t1 u u J I Section A —A �I rd as heray.e at so' pi �s . htervds dgrdidhg m pitch, A a a< s, own a, p/an: T P- O/ Tempe- ary Si/t Fence Erosion Control Barrier M 7.s =h ", strength -sh,hk grout - - 1850_(parM owAowJ \ 184.Y (min -inure wnt- -T-V eii�otim a�viii' siw�m s�w� - 9 - hi.r: anon bs Y ants. ken ape - wrth doer tuned alb— rrNet A a .I/ be &W wrth . trp(cu' .-,frank 1Mels ore CC ah " ettM with o beet (' h,st not hadwae cloth tp, screen. bust le[51ndmd water xr/ ce _ _� .W-Mnv b.A- sI- a-t) tntet A. talent A/rgn t A q OWte o.det p4oe. Set hbt B and bier C 2a'dp5t and /err of h/et A. 1820�botf.m �� of ewt oso h stmnwnte- boar,) 1 � 8• mhinwnl ty .,.a��g6FaenwT Cast ion bee h- home and grate .r es/ded steel trash root bettor she/ sa6rn/t s',y. atawhgv for q, —v Wterp eof see with -shrink grout. 18" ADS N12 ppe k ..t 4 -0- -1 - 1&150, __----- Flow out M-bi; o-,ig or but}f repo Cby carp, 42- _- ppea quark :—As lha4trwbed m.fwe/ i.w 11 1 M(e,p/!nk aaeM I , tAMchsbed ...ra.,d Detoii — Stormwater Out/et Structure N. rs 25 . ff/a b hNe'A'a-a�ercli 105 matlrwnr eow cer9/I /e•° xv ,60 AYef $ O�aJJ ch marhw.n so. carrBfM b 1I5 Net G Ge.Q26 ch a?o a25 0.09 am a/a ale a2a a25 am am a FA—ft - cls I V n wwAre nn.� sow —n� hr A.W, A B and a b 0.091 ch C-/ t--1• �s ny VA 0 �Q Vol =3 f1y�"4 O r' May-10-01 05:04P Robert C. Krebs 802-878-9618 P.02 M 0 hl P C-) i C P't. E., C E I V E D my 1 0 City of So. Burlington May-10-01 05:03P Robert C. Krebs 802-878-9618 P.01 KrAr, &z Lansint, ("Amoiking I'Algiticors, Inc. 0 164 Main Sircet Sulf�, 201, ("olAcsfer, Vermont 06446 Phone- (802) 878-.0'a"M Fax- (802) 878-96.118 rax Transmittal Cover Sheet Dais: I � ,!l — �? 1. 10. C To: +xc c"Ibol Fax: From: Message: get Q\ Ttw vertu A�ifk -A y 4jL, t"s . ...... [ I No other copy is being sent. [ I original will be mailed. Number of pages being sent 7 - (in eluding this page). _ ,--- PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Bur- lington City Hail Confer- ence Room, 575 Dorset Street. South Burlington, Vermont on Tuesday, Mayy 15. 2001, at 7:30 P.M. to consider the lot - 'owing: 1]Application #CU-01-12 of Elaine Greenfield seeking conditional use approval from Section 26.05, Conditional Uses and Section 26.75, Ac- cessory Residential Units, of the South Bur- lington Zoning Regula- tlons. Request is for per- mission to construct an accessory residential unit not to exceed 301/6 of the living space of. the. primary residence, 47 Proctor Avenue. 2 Application #CU-01- 1 of: Independent Wire, less One Leased Realty, Corporation seeking conditional' use approval from Section 26.05 of the South Burlington Zoning Regulations. Request is for permission to install six [5] telecommunication antennas- on, an observa- tion deck to extend 54 feet 4 inches above the existing grade, 1200 Air- port Drive. 3jj Application #CU-01r 13 of Vermont Commu- nity Botanical Garden is seeking approval under Section 25.117, Altera tion of Existing Grade,, of the South Burlington Zoning Regulations- Re - .quest is for permission to place' 600 cubic yards of fill 10 build initial gar- dens and berm, 1100 Dorset Street. 4]Ptelimmary plat, appli- cation #SR-01-20 of Wil- liam Shearer for; a planned unit develop- ment consisting of the expansion of an existing; 44,520 square foot r auto sales and service facility by adding 29,722 square feet of building space footage which includes two [21 additions to the existing main building, replacing the used -car sales building with a new building and constituting a new service and repair facility, 1675 Shelburne Road. 5]Final �tat apppllcation #SD-01-21 of Farwater, Ltd to amend a planned unit development consis- ting of 85 residential units in four [4] buildings on two [2], tots_ The amendment consists of: 11.constructing a 42 until congregate housing fa- cility on: the east side and - 2] amending condition #9 of the 5116/01 deci- sion, 303 Lime Kiln Road.` }1 Preliminary plat appli- ►ation #SD-01-27. final plat application #SD-01- 28 and design review ap- plication #DR-01-02 of South Burlington Realty Company to amend a planned unit develop- ment consisting of: 1 a 4800 square foot building consisting of 3,600 square feet of conven- ience store use and a 1200 square foot fast food restaurant with twenttyy two [22] seats, 21 an 8,060 square foot building consisting of 3500 square feet of Ben- i eral office use and 4560 square feet used for a multiple number of com- mercial uses for a multi- ple number of tenants,. 31 an 8,944 square foot I building (phase' 1] and a 13,640 square foot build- ing [phase 21 for a multi- ple number of commer- cial uses for a multiple number i of tenants, 364, 366 and 368 Dorset Street. The amendment consists of: , 11 reducing the 4,800 square foot building consisting of 3, 600 square feet of con ;venience store use sand a 1200 square 'foot _fast food restaurant with twenty two [22] seats to 2,400 square feet used for retail at 364 Dorset Street, 21 removing the 13,640 square foot build- ing [phase 21 at. 368 Dor- set Street used for a multiple number of com- mercial uses for a multi- ple number of tenants, and 3j constructing a 20.000 square :foot med- ical office building along the eastern boundary of i364, 366 and 368 Dorset Street. 7] Final plat application #SD-01-25 of Lowe's Home Centers, Inc. to' amend nine [91 building planned unit develop- ment on a 38.9 acre lot consisting of 188,077. square feet of shopppingg center use, a 55.000 square foot supermarket, a 95 room hotel and a 3585 square foot bank' with drive -through serv- ice. The amendment con- silts of modifications to the Lowe's site plan con- sisting of:, 1] correcting size of the three [3) vesti- bules, 21 allowrng the gabled portion of the building to exceed the height limit by 'ten feet to a height of 50.1 feet above pre -construction grade, ] adding side- walk display areas, 4] adding a 10 foot high sound wall, 5] revising landscaping and fighting. 6] eliminating some : re- serve parking spaces, and 7] revising the storm water pond, Shelburne Road and Hannaford Drive. Copies of the applica- tions are available for public inspection at the South Burlington City Hall. John Dinklage, Chairman South Burlington Development Review Board Apnl 28, 2001 ° YED l APR 2 5 200 City of So. Burlington ton Permit Number SD- 0 1 - CITY OF SOUTH BURLINGTON APPLICATION FOR PRELIMINARY SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD: John F. Shearer, 1675 Shelburne Rd, So. Burlington, VT 05403 2) LOCATION OF LAST RECORDED DEED (Book and Page #): Vol. 118, Page 463 3) 4) 5) 6) 7) APPLICANT: William Shearer, President, Shearer Chevrolet, Inc. 1675 Shelburne Rd, So. Burlington, VT 05403; phone 658-1111, Fax: 651-0239 CONTACT PERSON: David G. White, David G. White & Associates, Inc., 168 Battery Street, P.O. Box 1007, Burlington, VT 05402-1007; phone 862-1225, Fax: 862-3601 PROJECT STREET ADDRESS: 1675 Shelburne Road TAX PARCEL ID #: 1540-01675-C PROJECT DESCRIPTION: a) Existing uses on property (including description and size of each separate use): Automobile dealership (including new & used sales and service) b) Proposed uses on property (including description and size of each new use and existing uses to remain): Expanded automobile dealership (including new & used sales and service) c) Total building square footage on property (proposed buildings and existing buildings to remain): Existing: 44,520 sq ft Proposed: 74,242 sq ft d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): All buildings, existing and proposed are single story. The existing main dealership building has two mezzanines used for parts storage only. They do not house personnel, nor are they customer areas. A third small mezzanine will be added to the main building as part of the expansion/renovation project. Shearer Chevrolet Page -1- Preliminary Plat Application The tallest building is the existing main dealership building which is 25.5 feet at its tallest point. e) Number of residential units (if applicable, new units and existing units to remain): none f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Shearer Chevrolet currently employs approximately 95 people, with about 60 on site at any one time. Over time, this expansion may add up to 20 additional employees. Enclosed is a table of employment categories. There are approximately five company vehicles (aside from inventory). g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): The Bartlett Brook Watershed Protection Overlay District and Traffic Overlay District are applicable to this application. h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: Since the sketch plan review a number of detail changes have been made: 1. The total net new square footage proposed at sketch was 38,960 sq ft. This has been reduced to 29,722 net new sq ft. 2. Consistent with the sketch plan approval, we have moved the eastern most curb cut on Bartlett Bay Road so that it is opposite the curb cut for Jiffy Lube. 3. Although it was not discussed at Sketch, we also are proposing to relocate the western curb cut so that it aligns with the Magic Hat curb cut. 4. At sketch we proposed an expansion of the existing used car building. Since then it has become clear that the existing building is not worth saving so we are now proposing an entirely new building of approximately the same size as the expanded building would have been. 5. The expansion of the main building has been split into two separate additions and reduced overall size. 8) LOT COVERAGE a) Building: Existing: 8% Proposed: 14% b) Overall (building, parking, outside storage, etc) Prior to Reconstruction of Route 7: Existing: 51 % Proposed: 67.2% After Reconstruction of Route 7: Proposed: 68.1 % Shearer Chevrolet Page -2- Preliminary Plat Application c) Front yard (along each street) Shelburne Road (US Route 7) Prior to Reconstruction Existing % Proposed % Shelburne Road (US Route 7) After Reconstruction Existing % Proposed % Bartlett Bay Road Existing % Proposed % 9) COST ESTIMATES a) Building (including interior renovations): $1,100,000 b) Landscaping: $19,500 c) Other site improvements (please list with cost): $100,000 10) ESTIMATED TRAFFIC The following information is based on the ITE Trip Generation Manual 6`h Edition, use category #841 New Car Sales Dealership (including associated functions such as service and used cars sales), based on number of employees. a) Average daily traffic for entire property (in and out): Existing: 2008 ADT Proposed: 2431 ADT b) A.M. Peak hour for entire property (in and out): Existing:64 Proposed:77 c) P.M. Peak hour for entire property (in and out): Existing:91 Proposed: 110 11) PEAK HOURS OF OPERATION: 7:30 to 8:30 A.M. for arrivals and drop-offs and 4:30 to 5:30 P.M. for pick-ups and departures. 12) PEAK DAYS OF OPERATION: Business is fairly consistent weekdays Monday through Friday, perhaps slightly higher on Mondays. Shearer Chevrolet Preliminary Plat Application Page -3- k 13) ESTIMATED PROJECT COMPLETION DATE: It is anticipated that this project will be completed in phases: Phase Anticipated Completion Date 1. Used car building - eastern half 12/31/02 2. Free-standing service building 12/31/03 3. Service Dept. Expansion 12/31/04 4. Storage Expansion 12/31/05 5. Used car building - western half 12/31/05 14) PLANS AND FEE Plat Plans shall be submitted which show the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my kn wledge. S IGN%TURE V SIGNATURE OF PROPERTY OWNER Do not write beloxl this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: _ Complete _ Incomplete Director of Planning & Zoning or Designee Date Shearer Chevrolet Preliminary Plat Application Page -4- SHEARER CHEVROLET South Burlington, Vermont Abutting Property Owners/Addresses Kurt V. and Laura M. Reichelt Allson Partnership Trustees KV Reichelt RE Ross R. Anderson 9 Pine Haven Shores Box 1100 Shelburne, VT 05482 Burlington, VT 05402 Mac #2 Holdings LLC MDT Partnership 1233 Shelburne Road c/o Willie Racine's South Burlington, VT 05403 1650 Shelburne Road South Burlington, VT 05403 New England Central Railroad 2 Federal Street, Suite 201 Ibrahim and Magali Ulugi St. Albans, VT 05478 800 Apollo Street, Suite 215 El Segundo, CA 90245 Kevin J. Plette and Katherine M. Purcell 2 Twin Brook Court Kathleen O'Keefe South Burlington, VT 05403 18 South Beach Road South Burlington, VT 05403 Trono Construction Co. J. Peter Trono Erwin and Ramona Waibel 15 Oak Crest Drive 1 Twin Brook Court Burlington, VT 05401 South Burlington, VT 05403 City of South Burlington Jeremy and Mari Siegrest-Jones (575 Dorset St. 1 South Beach Road South Burlington, VT 05403) South Burlington, VT 05403 Nathaniel R. Lash Shohreh B. Eckhardt Trustee Millicent C. Lash P.O. Box 2071 1515 Shelburne Road South Burlington, VT 05407 South Burlington, VT 05403 Antonio B. Pomerleau Lydia and Richard Lowell 69 College Street and William Bartlett PO Box 6 10 Brigham Road Burlington, VT 05402-0006 South Burlington, VT 05403 . } j KRERS & LANSING Consulting Engineers, Inc. April 18, 2001 Mr. Raymond Belair City of South Burlington South Burlington, VT 05641 RE: Water and Sewer Allocations Shearer Property South Burlington, VT Dear Mr. Belair, 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fax (802) 878-9618 Bill Shearer is currently proposing an expansion of his Shearer Chevrolet facility located on Shelburne Road, please see the attached plans. The proposed buildings will require a new allocation wastewater disposal. We are requesting a sewer allocation of 815 gallons per day. This design flows is based on the following design flow calculations: (15 GPD / employee * [95 existing employees + 20 new employees]) + (80 visitors maximum * 3 GPD/visitor) = 815GPD If you have any questions or comments please call. Sincerely, / Ian A. Jewkes P.E. 7200 IAJ i�p SHEARER CHEVROLET April 2001 Additional Staff Curren t Proposed Management/Clerical 21 +2 Salespeople/Customer Service 33 +6 Warehouse (Parts) 9 +2 Technicians 26 +g Misc. 6 +2 95 +20 Z 'd 9 � 6 Z ' 0 N I NVC[:0I 100Z ,0Z,Jdy RAILROAD TRACKS — — _ RAILROAD TRACKS AWr rAnn.w� s.Ma-t . Abs, Ap- owqb AW .mpt�r. - - b �. snas`Ke' �'` � '" _ _ _'•+r 1 AY. �► �.. a `ate rt. ,, „, �: pBj�r�',A- r Y � C� 1�1... A4A0D a[ _ -w - 5 2� �Marrw/M _ _ -w--- _-- - __-_-__- `�� Mir&VOt tire. "� y «�•y/ � ___ . . ion Abs, C^It Also -�• .. -� tiuo `iMwlrl . Ns za"Wr atsP► �' J V IM0 t\ AM dt Aa.. 1 M- are war 1 •> •, Planning and Zoning Information niwb er- an sa.r m !r ^W 010o6 seer•A��sfr �LSCYr_ An. t•7.t ► 1 tMir 91ew a.wv r7 A* 1?.?7 acres wM nut air w w - �' w., r 1 .�.. a. nee rvrwt./ one: . ; 1 c2 1 Existing Lot Cowraae.• i t t ••� ' `'° Aveat rw.r Lot Arm (12.27 acres) - 5J4481 sf 1 ! tnt ee1�' AM+ nlct . .s �vNdatgs - 44520 if11 - - r tAi HxI a< .Ai.'" *is*80dhg COMIWO .. w -_ pwoted �arartient Porwment 229,545 sf. t� r ltna • 7I�C9e1 s�, R «■. Tote Co►ervd, 51X A - EV&UV arb out t _ \ Proposed Lot CoHxvve.• l Lot Arm (11.27 oaesJ - 534,4B7 s! ,q New Budddnga-(.710 + 4eao + 6t72 s 14A7n + 4452n) 74142 sl. 7e 2�2 BuNdrfg Coverage �t ItX i ••• k ! New Pavement - (raeas + 2ZZ022 - (4172+11.550))-284196 sf. Total Comae r 2aa+z tee- 67.2X ,�, ( h� �Y - �� 1 Wetland lmvocts• ! 0 ; ; -rA `1 1 1 Permanent Imparts (not Includhg detent/an bos4n).•-0.98 acres - 42 758 sf. A1M- w A*t (AeJ LEGEND A r \ \ �'•. ry f C40&vl Pabt array Pets qu fs* tt}eio,r fiiT - ! ✓ 1+1 vot aa. a 'Z, ' f / ✓�'/ r ; /j .� / it / M/11/1 Gas vew o fj ji / \IAirs, Po4 MXNW Upht OO / • •!• j a.. Mhr AlanMd L.IiY,r 1 sa'sthy Ps.aensnt f //��/ /�/ r // \ \ -Alpo» ov pr ()y,) 1 / �A'W%not P/tprr --in �� .:4/ ��. / /: �! 20a _•`. a 1 1 ta»sbvct nor / .%/f %�/ 1 Ex!° r sussr OwrsAi.9r / /� // > j.ji /� /j/% %! '^'r'_".•'1 ""� j Lhy cwb cat rr 1 { pO1en'"t Bar Scale 1 • - •a 1W 7L ngr.ry er- .r a..e m 1at.a.• .wb,.. ear a.e m i ---------------- �Q rtlhir Y11ev- a1.rdN' A re-ey s.- .lea. an nrt es.arbr ® � , b a .e..cY e• csprer r}' •wbf.N9 Paermntp�. r'� saerliry t 1' e� AI" -Q A�`' C7 ` Q1.r►� ® 7w#-" - ® our. /wAw GW realm a1wA.a amr. Design 1Ar Site P/on �d`` - ='N ` '- —�_. -- • "-o„m„ Prior to Reconstruction of Route 7 Chocked Scale1 Shearer Ch e vrolet . Date s-n-o1 TO 9 aflURNE SHELSURNE ROAD (U. S. Route 7) TD euauNcrav -� Prolect um• Q"Od ARMS R L,&VSING ConnalWng Bnglneere, Inc. - - --- /Af Alain 5tree4 CokAeater, Vermont 49"44P RAILROAD 7RACKS - � Pad — — - — RAILROAD 7RACICS w % .--� — ane b www 91ewr afl� Alfw Ares r End .Abw.440 nv.n.. ..w o►r ca �� -_ -�1 -' _ _��- m IHQ' p i1A9 _ µ' w=q.+�:e .9+.w.- �; , ,. _ - - -rar - nw l0 �-' lMewe • StpAD a[ \ � orverr � i [r -� .,,,�, ;�. ,, APR 2 5 _ AYw Ad 910 stR�rhmv•ayy / ~ ..,. lµ.... .. -'m' •gym -1` ... «- �e Ae w .�, 4 - ` mp P/anng and Zoning Information �� � � / 1 F2 �N r1'Si�w�x �h•� �i�,;,'-k�rry�� `Y o,^�+ M� iA�'�df 4 ~ 1. M1�.wncr%u.w ceased m inin M yi � J�r ., arm= It lass re. yw. ey Tr 1ftw a97� Oaf 1 �.�'D'� '- � t F Fiw+dl�,.s+rm A,crNhch Area: s7 ..-•-"� ore. a 1 Ts 1P,f3" , r " '°�'.� �i$ } ttTT mHw sn.w,.- ra.+o•.r- m. 12.11 acres a d �ar'.tj„ P. `•es'"�e'p »r,''.r ' '1a. i�Yyoo�i.raat.00nrd �( ----- - --- --- - - - - - _ t Zone: � C2 Existing Lot Coverage., lI cud f�i' °sh , Lot Area (12 11 acres) = 527_195 sf 1 I 111.1 " °i a + rr"n0ar °rw w Buildings = 44 520 sf. ✓ - .e 11 --r lair h. rn: d.. bow..ebe ----ros-------- 7 ---- ■ ! 1 BuRdfng Cawrage = �, 4s' 8X Prgoosed Pavmment -�° " - } 1 PoHrment 229,545 sf. _ \ 1 Mw rle 570+229s4s)= I Area - 78,896 sq. ft. «.. Total Commge =lam a 51X g yt. &407g nab eut M' \ Proposed Lot Coverooe: / Lot Area (12.It acres) - 527.T95 sf -- -- ^--- ---- euMr/n + New Buddings-(2,7eo m 4o * 4,f72 + r6000 s 44,52o) =74,242 sf At- wA.ro. l ------ --`--- 8tvWding Cotwoge 7 12, 14X New Powment - (74es6 + 2=an - (I,172+n..zw))-285,196 sf. Total Corm-oge 7�z*2�2e�rs61 6dlX PA Rwa» aV Rrno`w erhthy llafr (rJrJ 1 ^` w• -'•� 1 ✓��� � ponw».nt LEGEND I ccl,76W Pant j amsthy aewn et 'm[ 11M1ty Poo 'd F*v Np t ! i •; / ' .'f/i!% %• ,,r / ; • \ Light Pds o Gas ✓drw o New Pds [ranted LI>)trt pp New NtO Mounted Lght atAta+90etw'neef '/ r '! %/;'l \ swea»ad syf (r)p.I A4w /h/ah 7004 --lee---- / • ! ' , r /% J , r','J / r /r'i - : / Aaaarnme ago.rry Ie» � %/jrl/i, illy /�rJJ.. � , ; , .11.r. � rl'/� �;/r,'/;/,�,Jj,•;: ; ;' 4 p 1 — — %J. ;�� i / //!!j /%:!, rfj;' j ;!i: ✓';1,�'i �' J/fll� _.l`'�, p 1 New Stan /ili l !:/!,%/''r//j %/r /ri%//i r%J' % l/ /i.''%Jl• `zee- 1 {r' /r'l, Jl iJ • /rr,Fl,J '! /; %%/%l r ,/,�-. cmetrvct new � ' , ,, r jJi: ;'ij' ! .� �l , //•r•,�;,''; �, � _1�..- Existmq cwb cut ra' en' rsa' reo' /,.�' .�» !r, ' ;J,� r!: � /%/,Ji, '!'%! li i; �,r i,�j:•� j 8 S 11 t ,/ / Rw•no- .rbthy AW,eev. ar/aVMIf 1 Pwevn= t Bar Scale 1 werus I Air.4v ay..wnwt ,N�Bays wpweww+t 11 y;(J » ~ 1 M�ft a140y �aneadby as o -.--.-.-...-_..-- Arwn. aroe= rti rasa rr. aws eY 4;..:- +- - - -- --- - __ ____ -- -� ��� �.T,, fisrrran-irwrm-lTrwnm AravreaH .. .-.�.- --. „�- '. .. +I---- ._... ('�'�'�`ML1lr.;�N �{^�-R''� 1^�.�Fi^�.1.^"•S? eer0 S1.vr Olrrde(� ree :,1 <'G � _ la Y{r G y 4 y ."lZ r ��+1•�•/,*�.. y � �. � 5 . p[p�ty efer sto.rr a. not wnrvrtwd . , ro e. m..rf d ompww t'*� �•r, ,. ex&tin9 Gdwment "� . „ , ''k�'t, s j'+t r. . - -�--- - '.- _ oah rsN ed 6recrberon rO SHELBURNE SHELBURNE ROAD (U.S. Route 7) TO BURLINCTON — Design 44r Site Plan Dra.,,, m[r/,srF' After Reconstruction of Route 7 Checked Sc°1e ' a4O" Shearer Ch e vrole t Date 4-17-01 Project cnr2r f Shwtfwne Road SouN Bwth fern A"' .&S .t 1"SINC Conauki"ng Engineers, /". Fm _..__... n /Af Blain Straef, Colchester, fermont OS4W L RAILROAD mAars IN }� �_ ► \ Wz- I �' { WO 4^`DF t 7,.yH.r'�� � �.,+''2b.. �+�' �4 �.5�';k Fl �•1F. N6i� .e 1 . ; t♦ ].;i. •. •. .�.i�i_• • • a _ s, Rx rat �a $� -¢�A �t '. 'v ¢k; Mass 20 w� _ _ ts�u i>.,,f .Y' i� M� 4S 5k'L �'•„'aCw.�!v¢sG�+,. �'r.?4i'! f'1 f eeMeld l`,' __�/`_'``\\ —�»� r--1+r,r ,tirr ,n—r.�l i•rr I — — \ ; \ ++ ; '� � 1 Ptgpa►vd PowerrMnt �y 1 � Arno w 74ess sq R ( 7777 1 J EnGtNq m" cut t ' \ r amAss _•_ — r — ----�iOP-------�.— ---- dLt*tAig paN ,nt --- �. y---- ------- 0 1 Mph Mw _ $ a r -- RwnoM raging LEGEND 1 •S� 1 \ wr/athg pownMl `CAa .-.__ ., Ummy Pair Gar ►H4r o 01 r r,, // •%,' /; , , �% . //'/';; '= .4 � Now Pao Alarnhd ugtr oat N;,. Nts Ata,.,t d we lop '«aa�y p.�.,nMt ,J , . / �; .', ; f;�f,- r !i /✓ " ' / j f i''// / . '� ,�,.�--e.,wr ew e}+t t>1oJ---- ` /, f� JJ,/ lJ�,:• / • ' ;.; .'r'/; i' // /i / o r, 1 as aaorrrth. •rJ . / / %/%/ / , / ' ice'/// % �/ / r '% ! '� ', % // /. % ''' J J %J/•• `' ' J J i . , ,.,�_''1•.. 8 � ;.'.., 1 � AW rtavm /Afr 4.f1 awD eut f'i/f /i a 1 1P, m .o ev ,er ivo powmant Bar Scale se seem p»,.e.— A-W ar �,r a _ r ------------- „m --------- 0 ro a war r Q aorpYro ® !w^ ( erathg PUWMWt Design W Landsc qpinq a,.dw at. �� —. _ ® __.-9—•- �� Drawn �/� Prior to Reconstruction of Route 7 Chocked Scale / -I°' Sh earer Ch e vrole t Date 4-17—ot TO SNELBURNE SHELBURNE ROAD (U. S Route 7) W BURUM07ON a Prot t &Mft nr Rood m swth — ZW.RS a! 1.6mZ/VC C0rW$ d4WW Bnginssrs, Ino "34...__-........ /Bf Aain Sirss4, Colchester, Pkmnont OS�fB RA/U70AO 7RACKs . i 1111- -� APR 2 5 f ur-,ingto'. MWE � dn. w.....d ., Mrb�.W.r.. and and er Landscap/ng Schedule r�r►d sl..�.. cn.rw.r' a. �� ssrm(M Shr /LMAsr) $(teeny �- EA*67g aaD out sn A ---- i 1 R�.,aa„ LEGEND flww*W OW Apt (W 1 r 11 v r�ti cm6w Pohl adsthg POMMWI `'sw !/f�'M Pdd �o. f)'r HJan t iXi com vow Ahror' �/ r`�//� #ow MW kmied c01 as / �vd. Mrr Mordrtdd crg3r A prover //,/'�' !- !%//.%�/, /, �` !,`r�. .%��f/'� ,!/��/' �•' \ A.noi. as pt(�Js�) 1'' Mnr A#�i y►odr --�a (' , � `— ' 1 ,�gpmdtlob prtprty Mm At.w itovm OW f/ NOR Bar Scale ,• - do 1 s. w...y. e/f.r.rr.,t �f 1 AMr«. A 'AW ► ~ fdeersrt..,,�` - Aw ..M. d"s.rrt mote Agway An.r s. s...d�_ - _ _ _ _ _ Add OIL .ear.. and and w •, 7,_ - �-- �,,... .r• T,,, - QrroiMr /4 !%Y M. Msr OY _ _ _ .r -.,,, j,,, , - _ _ � '.ti f^...',"gip^' _ :� a.. �. Fl.rrror-f7erMArdMrcb�'` ' dEYd �ewr fJlwrarf' 7A. .ti. .. -r. 1q-ty,iiw slaws ey n.t iwrs'td � - :, - 1 - '�. • .a r' � »:i T . - ex8t41?.fluliaMhl' Daft r.Wd O.r *&V ch.."d apt. Design W Landscaping Plan MMARF After Reconstruction of Route 7 Drawn A►d.w... _ -x -- �, G,.ak.d Shearer Ch e gyro% t pros ro SYUBURNE SHELSURNE ROAD ('U.S Route 7) R7 BURUNGTO/1/ —a PfOw ANth ZU.&S & Z".VINC Conrrulti»g hrs�gtssetro, lsao _Deis...___-- t 1104f Irm" S*VIFt, C°lohooter, PI -If OS/fB L� RAILROAD TRACKS - \ Y'�daeYn OYad _ RAILROAD 7RAcxs Abs, .awna.w t �ONgrl'� AbY AY. / AM• --�- - Ql/ - IbiiCflvl CIItAlEla. \� � • �, Mow - :+• - � \\ _\ � � �� illtKv at \ \ Yrl�eaa. _ \.\ �\ y Ala. Ar, X1,0 . 1'_•.-'^" - • •' ___-. err-r_jp- , /// \\\ Na -WA- Mpse Oki. a dr Awe ""'�A%+T.w'-w�w'7wwa►+. - r_ - - - - ----------- A, Ise ,p � n� whir,.' — — iJ AP* 1940 parr ` .hlt rpe /I 1 Yrwti M77E• «'m.-rY fh.. v. b..w @ra Alr C.VA A h �--�. �_—^^""/ ob� It, al iLl.a by • fh Aft t t117 1 \ ^n"- A Ynh 1 » -.. L@ �, ,,' r. _. � .__ _ ■ ■ ■'" •--a - .. +��... �� � , ;'•;y�.�.- --I@_—'_i. .--•�'--'-��-C' .�eri� �7.... r',J<d 1 .iti'tl f. ri'Y. �w 5 t�h'r iT i xi��� , ;%� � �F '"-+.gyp p{�� {�,„Y ^w. ����1��k:��e:,�'Tn - ,'i iR�.��•4 „,�yy^.'i'I , slim- ` ;1 \ 1 \ �ey"q -.••-�--2ap•. -�..._ - - Yex/rthg pots'nezl / 1 11 � .. Ruses. av np@f rrxt/ - exbrdig powfnsnr __ ,1 y " n Ab- 1 =+g Pin -PR / : / / /; J .r l �r ''%r; ,. r /.�! ; . /i . \ gr.'� vr'W. °w AW (W IV ' /fir/ '� j; ,r r � % %'i; /, ,�;'•�„/ r r i;�r ❑ _`�-..� $ �``-� gi ./ .wAr•fLtYe�,r� y r� /' / , ' %'' %'%; '�i J,,r` rr / a 1 Aew rre4. wrea@aai..t 1 w old1lght (11aJ Y.rry ..—..._...r,.�,_,�. 1 rOL�u.ba..da Add- rll�''L- --- - _ Ok.-- .b '"`~-• 1 --- 14 YYff. P'.a by - _ _ _ - r..-•`._l.." 'a•-f)rRaf-F _ ArelALefs-I`-(T{' ,�,1---��-�-• -- - -- __ net pt (YM wnct canN.r 31 ---- All. a"Yedf "W Y.tlaRwe TO SHELBURNE SNELBURNE ROAD (U.S. Route 7) 70 841RUNG70N 'Alemm enldlig PON~ /-Gpm&mt Me' &7&ancs Fxistbag curb cut Remom awsehg pwtwmenr DIMENSION"" LUMINAIRE �M a .l.• u t , l:ui mew Y �-`• `^--� LA N �-,wiP oul: • usz. Wa.0 t,i61 �RAr tn!�.r eY I • st nnal 1 '� w r h y'RnwM •frlyw W@IrP it Fe. .d (N ii-n _- _ Il b h' a I d rrN ! Yt 1fr.WeY am .W • Y M1dl Mtl i - •b t A.r•YL �i , wry L U1n � �f1iN ad A M 1 LWbnr .er@ awl V, 1'a 1 �nr FYI RYF c �! Ynd dz Na 3 RN:9p1 nr;hn, •h - e teller YW ry.,rNtrJj � e dell" MO weft reed IW. Ada w. we as' WALUIGHTE M CUTOFF LUMMA41RE new PA4LNkT BIItlUn9 Crr n@Iay IliifCGb, WRb'-revs, • v1a.W Ci; i d j 7nrba- ae.rx:e nna:r,;I M !iilllYli ata azlrz. �'.' •L'Lnli^x fU:e�eYf f:. AW.' 1L."ILVI • LE.Ga. ae Y 1 rr AnM1b 1 MiN 4 - -6 a Kt re l.Mi W n elce 1 Ya n!IL. [OttM. ' N lM d P. h Y'rlaM . Wrnalilaal to vrY Kdl•n �' _ WYivryn �' n I . IaheyA bMen@Rn.W •UR% IneYM1'IA4 to �Q 11 "p NOW bab eeeemeee we er LEGEND Centro✓ Pa4it � CRNty Pao +c. � T Dawang Los ,we a ' Proposed L7ytft A' DD Apprmftate property /he - - - y-bl s 200, a'U % ton 71D• ID' W. A@D' yyy' Bar Scale ,• _ ,o' D.M -,Od Design 'AJ L/gh t/ng P/an Drawn EDAfIWF $ey�R� 1 6I0' Shearer Ch e vrolet Date ADr# 17. 260! Fro OM SMIUN is Road SrsrtA 6}rr/h tan vwr» A?W.RS' Y# LkVSING Coneultiny Bngi~"v, Inc-_.YAe......._...._ 164r &ain SYtnee4 Colchester, Fermone o6446 Road Construction Notes (AS.... N ,rear my N pair a a sae a, w.3 / 1. Now rood shy/ be canstructd to the line and pod* Mown an deto#od unless otherwise slow,. the rowhgs fieon rood o utility locations MqV be t)picd/y 2 Methods far consbvcl/an o/ sub -base shall conform to Vf. H/ghroy Specs (1990), 20t 11 'tub ' h an r derrmined by the Engineer. grade eeprch or es .t Crow sub-bO" fr pofemwt Mal/ crfum to K. Highway Specs (1990). 70r105 table 704,054 coorre A Leveling course shill crnform to l?. H/ghroy Specs. (1990, 704.05 table 704ASk ins, Shoulders shall cahAn to section 704.12, Aggregate oar ;Sou/d,, 5. B'tumJnoua cantata pavement Shd/ conform to Vt. Highway Specs (1990) Section 408 Bhdr coo,ee Mal/ De type // �d /Nish woorhg coon» shall be t)pesi. 6. Any sub -base o subgrods dbturbed by Cmtroctcrt r rmdred unsuitoWo by construcHan mOchhwy shill be rrnoved and rep/aced with opprowd granular bockfAl. Sub -box Shill how 95X of maximum campactkn density before rood Construction. 7. fie Contractor shot/ be raspons/Ole for al/ campoclnn teats for the moo roundot/ma and ut+py trenches d Fit material for d embankment shall be approved by the Eng4reer• fP/ Shol/ be placed In 6' lift$ and wetted and compacted Me AI SOt y P en equipmt. fie Cmhoctor Shot perform 1 compact/, tests e.Ky 100' at Me /knih of g OPrutian and shay recompact reps with /ass than 95X of maximum awsilyl (Stondra Procter). 9. When opphcoble, the Contractr shall follow W. Highway Specs (1990) Section 2LU it far placing and spreading embankments la Rood h f// Sections shall be placed one compacted a mhenum o/ J feel above top of any utility to be meta//so; before tram, is excawfed le" pipe placement h trenches, and tut eebtians the Contractor shall providi, all necorS,, Mest/ng, shonnq and bracing to moifton camplfonce with ill 0_WA1j-aWA regulations. it. Sand f✓/ shill conform to V r ont Highway Spec/fcotlonr (1990) 70a0A tool# 7LU0JA. NO7F f. Seer re�at/afe ro .ate" moire ,nW es h ace'web+c� wrM red :ecmrmrrawd ,Mab.de /a- rwap..ark,' so -awed err ,rm. ,rwwe„r.. t Sews, ,real ee law of /Coat 10 Net nwixntoly, son a V .rblN,g or Petra -'we> welrnrrah. ])4 defacer MaY Oil ,.dared edge N .alp.. If Me dill- oamat e. obtah«( men the PVr ,real/ M ,erased orcwomg to these tie $More$ -- mbew swat Cork v aw wee .d e' ouat� is .err A d' /otw•e-sla,ratdwd ie" mix (lone 12) eA•.rc. PrxM afnwry 0sovar Sewwe --, V .ore" -..he .nr be Neff to Pwublr a mirhrum relay dbf_ of 1a• Mrwert Poee Sews- AinN we be 0900btant d r iPasot'b the -to-ob -- a flow the often it b A - we to obtah Pryer eeoaef/en. the eew ,tar be d V✓ d and oo W_ted eeuar fo errr Poe art Ma✓ M Prwwxe treed to pave. worrrgnfneu "'.' to ba tfMhp Sewer /Water Se�prQtion Detail M T.S Ancharooe of Val law .04'ea to Orouf oftr ,rrro and a» w Iea,M h P'ec1 J/46.: lip y' w f aav 9' ea+erwN ff wo web N wee t/gheft d L Aiwa of A'.*' ogebet -oust ved Undbturb.d earth •red Section S wt/r1 Note �� �. b•» A ew,r e/eai Ned M Mfa,w of ok .atermeh /fed ca•KwN ,ugoerr �� �'� �.a1.nrM eM ores anI /we" anal afore- (set Dasied p.N tar» wear Soo») UndbturDM .o+ nhhwm arse ftw/rtgM $orb. e,min. hN f+ (Jika'wnw - ..) cede venal Ef.rrM b.e- ��•'.!�•�•i area /nee 141tva/bead End path a»t Um4hdDed eo+ Abte' A•av J frN( (iMhA,m/ .0 -te .h er Abw*' aw ootaeN hew! -bake atd Pineerrhar toOv w»nt DoOo nal Lbna.N ,her rwl cow �3 OdN. Nu r nrMrpx defused .e, Tie 90=43 'Z2 1/1' or 11 1/4'A"d Thrust Block Details T.S J' 4• sor '« a1erAArea �, .. u ;- w• a .r _ u _ „ 4 cTawnar .aw_ QJ QJ 0J OJ QJ !.0 OJ OJ 1.0 is I.0 Q1 20 21 1,J to 40 31 10 !.1 s,.,eMar fO 1.0 l.0 QJ /5 +.0 1.0 QJ 10 4.0 +.0 f0 ,1 65 11 20 IQ Tel 71 40 /QaW 1.0 L0 1.0 O..1 20 p1 IJ L0 SJ 30 10 I.1 10 a1 30 20 /1 145 rQ SO " 1.J 7.J /5 1.0 t.J 15 2.0 !.0 3J 7.1 4.0 20 A0110 70 11 0+7. is do pw 10W Rg00 10 41 2J 1.1 10 1p e0 P.0 laJ 130 e0 40 /Q0 S /40 7.0 13 .1bR ales. TOW 2 1/$' b/C crone J 1/�1' Tjpe N � cr+'1a'efe Pon+srrlt A1hs8 War and of rAeW vh.,, a adred by WVh~ Note" 6' of averted Prow (704 051 Aho) and 6' of o ,~ Paw baw (70s," cores)) &real be used h Prkh,9y smear any[ Acoom /area betewan pr*hy /arer may be aa/ehucted MM 6- of avehsd yrrw ('IxL144 /Da) and 12- of crushed Prow bow (/011054 cgrsell ical Pavement Cross Section N. T.S o.r Peseta rw w«A,f ..erhe 002' Dewy N meeot wrwAe IM pnl,vaN- MaI dal i.w wleewa nimw4.1. ifY errWjep ,$.veil reAey 7M GL+. •rs-.ter M row uresw rkn osw - KIW,t rw«m,.W a a»wrye,g mend eykey /IOIwfNwa Mln OSYA - I[1L61 /e0wboau arMbWr1 J'h n. IM «jLv- liten,irMet n,.tern =•rtei' a eAwdOd sftmW I Men J' h ebm.re; ro Xispraetor rtr v Practs' AWOW NdN N r I//I',wN,t• ey,MrOD, .r IiN' fs J/I' (,IMw'rrww F!e'� awl,f !o ib,) fed f1rtMw Mow arfwM, ✓Oew $. w e � Pq t/V "N 1/ .w •ra,w inset arre»w .I pew Ae Ned Aw s ape fkNblwM/ ,aerial' UrdOhxewd nwN lei« aw eb« Sanitary Trench Detail Art Cannectr r Re" ,sew V N Jr IICr/an I IY Ar nwr „w JY Pin Or µ rlw wad, hwwodtd on DotA I w doe with nuts wed 4 e .Ae lag. f w JO' 1. 24" i o+0 16' adA Ur •!on w)r /a• 72' ?4' only w iLII2 nitA,'a',d N roe Plot. ?. e• lrafw ,2 c. a. more AdoaA LY�ltes• rn Alteate Conn tom• -. 1. le" Pete ro De Punawe te meta hale h stet //P Joe' V.-of Oene N M hrmlwwd Lrgth of toe Plat. 1. At ♦ 10' he" 12' to JO' Wit ( irr»aigried w ,• 12' far Je' to +. SW seotbn for 124 to 94' Overeater P bo bduy» re M meth At ate PA_ 1 S,kt _r red Jot' to sa' dA.-- PM hdue» ingy be We fan fro shorts tkf//w ey /Mtbg r bythp an oe re, All. .,In ga $mare '/Z r byte A Ca to, -An damn polo and to plot. Cannectr ,ecflaw ro M ee'rw gage r wfH aril eectt to M pen ,rod t hAAae- OGnrNai, Sap awy Mrrwtw r Plate /Y Abc nY I 1 Y +t ?t' 1 O.0e4 9 1J 1 IJ Is. Q= srect1m End Section Detail me Storm Trench Detail Mrs Con. fiction Notes I. The co tmctr sell be respmsalo fr ill construction of rater mph, storm and San/try pwr $yrtwns as shown on Me pans Hi will be r&VOIS,b/0 for d/ nocessary oddpfWg flung; eta to make connections to the oxfsthg and proposed at(r/fins fie Cmhoctr anal/ be responslDh /cr all work shown r kmplled on the plan$ and/r ntWencsd de" Me spsciffcollons and permits /he Contractor shall Submit far opprowl by Mo Engineer of types of motrlals and products used Water Main e ppe to water main shallan be duct+l roC/O$, 51 mmuhxtureh d accordanPVC pressure with AWWA C151-76, r Ppressure pipe 0R 18 (Sfiol,edule 80) AMWA C900, as, noted on the &O-wings A/l pipe Mallll hoar push an type /foin7ts Al ltthg; wed; ate Md, how mechanical pints. Pipe ritthgs shot/ be mmuf-cturd by cow, uS Pp; .,Mns-AIM41; or approw7d equal. 2 AN pOo shill be installed h accordance w/AWWA C-600. The POO Shay be kept A" of fowO matter ond debris a trine snstallob0 n. Ahon Mr procese of ppe /oyhq Nos stopped any gpen ends o/ppe shod d. p/ugpd fisre sAol/ be o ,menu, of 6•-O" veer over d/ pipe and arNce lines. Any ppe 001yect/on ~not exceed Arty (50) percent or rocommetded and afocturs':r marsnum dofoctkx7. Bock AV/ motertds and procedures shall be 0s detailed an the ameings The Contwetr shah be re$pon,414 far any and all sheefhg and/Or shring necessary to comply w/OSHA - WSHA regulations J The testhp of the weir main shag consist of the testing of as installed pas, service; Ayttant; eta The Nsthg shall coasJst of o "Sears test fdfowed by a leakage test. AN testing ebol/ be done with potable rota and h the presence of the EngMer fie p-assure test cMJVSh of mohW7479 o inkl#17um humor/ /pe pressure of two hunded (200) pounds per squaw inch for two (2) hours• F.A tv to hold the pressure (r/- 5 gaff by Me =f-d tone constitutes /-sort of the test he" the po-tJculr section of p{oe. Me /-*.go test shot) be conducted far one (1) hour. fio time to' the /eokoge test may be haluded with the tens of the pressure tort. Ourng the 4"age test the quantity of water necessary to mahtoh the testing pressure of Me system ehal/ be measured. The leakage Mill not exceed the olowabh Cables M .Chown m table 6 AWWA C- 60a F004M of any test soot/, ws/ neCoss/tot* repair orrd/r reP/Ocenenr of Me fal#d section. ebxwM9 press v, and test pvossun snot/ be determined /bht/y by Engineer and local approve/ OgWcya 4 alrhotim of the syeten shoes be ,C mplish#d after the watt moo, has been avcc esfu#y pressure tested and thoroughly 8ushod Ouhfoct/m Mail be in accordance ww/AWWA C-601. the method o/ oWTIectkn shot/ be approved by the Enghew and only after am7p/e$ of watt /rcvrt the 6ushd diinfectd man shows no eWd ce of bacl-Wogrcd contomdrotwvr. Use 50 mgyl far 14 hours. The - con trolian mutt r0mok, obow•w 25 mg/l. robl.t dishlect- a not occ,pta&s. Sonitory & Storm Mains 1. 7ho ,ape fr sanitoy sewn and storm shall to PVC g•aWy sower pjpo SiW J5 (ASTMO JOJ4) with rubber sealing rings Al ppe Mod be /aid to the line and grade Mown ale the plans 1. fie instal/d wnirry "we" aloe shalt bs low pressure air tested h the presence of Me Engk7eer. A?r pbs ciemhg the ppe section (manhole to manhole) shill be tested "cording to the /allowing Procedures, An htrnd ppe preSsuew of 4 pounds per squoro inch greater than any bock pressure rote to o rote" table shall be created A mhlnum of two (2) mhutoe Mail be al/owed far trnprotum stab✓J+otlan. no ppe eection Mo// be considered acceptable wnen, tested of a preseun of J pounds per slurs hcn Pwtr than any bock pr"surs, Me Section doer not lose or at a rote gnotr than a0aT0 cbn/sf of hternal ppe reo. Separation of Water and /or Sanitary & Storm Mains 1. No rote" mokn shalt be loser than ton (10) feet to any son/tary Sewer, atom sewer or son/try mmhys ahoy fed (5) feet to my eotdn bath. Provide minimum Of 18" ,vertical sgp,mton between ro/r moon and storm/sm/tory sewed Testing land Note /n odditkn to the above requirements, all rote" /roes and sewer lines and manholes Mow be thoroughly tested by the Ccntractr ern accordance with the Envmhmental Pmtr tom Rules 9110182 APoend/x A, Section A-01(A*K) and A-04(6&H). Note' Al constrvclon Mdl be accomplished /n accordance with Me standavl* set forth In the latest dltMn of the public works ePec/frotion of Me Town of IM/stan and rof~ced .spoolfcorla7; h tho vex of conf/ct the more sM-genl apeciflcotioo ahoy/ opP/y Cmfroctr Mal/ keep O /oq book of of /east tlwoo Swing ties to arrkv /OCOtiane and my pahh of dofecticn r wow mch ftthgS Books Mal/ be fumed ow to the Owner upon acceptance of work Emotions to the top of servicos SAON dso be recorded. • A- rN i lap may be mode directlyUs O $bottle iron /}/y� 4.r• +� pips. Nfth Other Apes use either o coupling Y°G,�" containing a Axtry-topped brass bushing or use a double strop service clomp. a Alf tops layer than 1 " require the use 0/ bra/2e sodd/es, ',��{((/)�/ All brass unions and adopters shall be Mueller 002' S." N metdt a *aw 7Ae ean,clr red a, Parer www r we" a•+w'xbv ,aired .ww�,uy .fed QWA - IQWA rwewerArw dM.+niW Or MI Gpiwar. , A_N mOMeY Mar J' th- h swat 4-W. avey or /fla7elaff X2X ero+ebd 1 wrmve _(r Afw. A le -/ebb end Prods• I PrrL1K $,mart r hdAaoMi � s} U« end eY w ,/d• N J/A• [wfwMwfww.-,t«. « $wired 0y "ew ✓vq »Nw h k. ^; faa�. wy .Il,/w ra,e OOafa IrtefwAr t ` t_ nets a,,,as, Pv,d far rtr Over rent red Ara 1/4' rot 4/4' aru.+.e .torn. Z N°xww s be". b of pp, atd tl.e tAtabx.ed marwM•J Water Trench Detail Mrs Access cop Paved cross country s ! Tdsscop/c Curb box, buffalo type Mueller H-lOJJ4 r Toppingq toddle approved equal .F GYow F 1280 (!r d.l) New colporotim stop Mueller E F-6..i50 (/or PVC) H-15008 or approved equal �o orb stop Mus//K Frost H-15200 r equal ^ we k �\�,WOtK ono/n and/sturbed sal- 9"x4" solid concrete block Water Service Detail N r.S pot. --rod Oeear(olan ch.*.d I Da. Desigm 1AJ Details Draw EOMlief Checked Scale 1-401 Shearer Ch e vrolet Dote 4-17-01 Pro4 / Shelbume Road HWt Vern AZMV & LiffSIW Consuh*w em, Inc /B,9 d/aisn J w 4 ColoMBtor, Formont 05f,I6 Erosion Control and Construction Seaueflce 1. Ane purposes of eroskvn contra Mall be d1swesed with and opproneed by bye Engher and bhs rown of South BrrrJhgtan prior to any dearbg gmbbhg, sb*ping or cwstruct/arr of any khd. 2 All ernaskrl control shall be placed as shown ar the dvwhgs or as ordered by the Eng/ner. All eras/en antra measures syo// b#, of a m1hh"um, hspected weekly and mohtohed to 4//N/ the Want dJscussed aboM no Contractor Me# mohta/n the &radon antra measures vrntN the Engher .b satbu9e0' that permanent ground cover has been estoblland and that Anther measures are not re9urred S Men a w/on cmtm/ measures are obsrnd no larger necessary a6/ moterto/s detand hdudJng skts and constructkn debrls shall be collected and dosed of h a manner acceptable to the Enghew and the room of South Burlington. 4 If hk,Ih/y erodble so//& am encountered the Contractor may be raW ed to provide Pte matting, gablon or rfht mottnesses, nja rap or other measures oe necessary to prrwmt erosion. Are Contractor ehol/ slockpHe hay bores to protect, at o mhkrnorrr, d/ work In progress: All saposed embankments shall be tcpsd/ed, seeded and mulched as soon os poss/b/e after construction. S Ana Contractor shall use water and/or ca✓cJvm ate or" for dust canna! fie Contractor shed/ also sweep Bartlett Boy Road as rvWhvd to montoun dust Centro! SYOW states d fA n an oberebvan Nab of Amce M/vA Dvv*an6mcr or Aron Array or A/kvA Eawivhnce MInA IOQr Str b6r/c fAYr bOveo m SWO bona to face ywbwam adds favor 12' dew, bench stake A /oy hark h b.= corer WNh aver_ U To be h Wd of W' to Tr Section A —A A hw tr's a4�owvdhy an anal or as Nrowrr an plans. Mica/ Tema QrGI�y Si/t Fence Erosion Control Barrier At rs D.I. r..i.d 0—ION- I Ori-k d 0•N °isIgn 1A.1 De tails Drawn MU/Ipll Meakea smie N. rs Sh ecrer Ch e prole t pat. 4-17--01 Project WLUdK&M I MolU me Rood fte&rrl V AWWS AtZkMAIC Cnn.4tslti� e Imo ` '" 7 I&V Yain S&vtv4 Coloheater, Avrnwnt Af4WS APR 2 5 200, C� � a Jt Soo Burlington SHEARER CHEVROLET Display lighting on East Boundary (Along Route 7) SHEARER CHEVROLET Display lighting on Northeast Lot (Used Car Area) SHEARER CHEVROLET Light over North Side Service Entrance SHEARER CHEVROLET Security lighting on West Side SHEARER CHEVROLET Security lighting on South Side SHEARER CHEVROLET Security lighting on building - West Side I TRACKS AS '_-.----_- ..�' "'Lanit of Conaerwtl New starmwater detarli—___._" RAILROAD TRACKS s/ltbserye Barer -._--.--_---- -- ---- -'--- ----- _ -�- Yd - 26,750 c. f. _ —_ New area t-ts t Sheo-tt o New t once '•... •.. New .-.. r d, P w 'f 2�Q_..._...__.- -_-._.-..—_-_— _ - _ _-. O Irelapmw,e N,y on Stu J crk, �/ .nos\ \\\\\\ oes_. Ex SMH Lan/t of Conserwlion "'-W .._ a..-�'^^`-+-._n ±_ \ / / f / /' \ \ \ � \ \ ew s t ce W-New Ot fence �5 i & - � � � �a.. I / -e! r :, 5l �w atloni and 'sd do sWck{n/sonby i . /•i /"_ _�-._ ..mt9,F,==_-T---192_. .r. �- dgg...- 1' { � _ _New curd stop � -- New Ot fence 1 l:%'OIJOSBd N C B / w_ y�j .--New t OPmg w/,s W -- t' M .-. New Catch bosm ---- -- � I 1 J (/l/dIN thrust 6 ck prowde Location Ran 197..1 1 J UO 17� /"f�' w ..-..__-. _. i v 19a.J _------``�� _ 11 oNot to scale a End w -' Fe/d check depth a/ water i � JOE� / _ _rp ' urtf: s_ .vl ry w 11 one fo check for c/®arance of `s o 2.._ • -- '--- - - s w 6"O./ 11 pvo crosrm. Protect ond.reo/ Plonnino and Zonino Information -- -- rrl� roar p hroc� aaa.-� 'f° {'" '.' m i`- ofenine os required, field check 's T. ST - ❑ _�- ST . r wo a servl a shall be made before ordering f Ne 1 AD s N w 1 0--N H 5 slomr or 51)F i} - (, rrn i concrete el /vew 9B AOS SNI: SI �-- 1'; - II c 00 New Corch bbs/n -0 C05 r r .avl .Ar@{7.'.... is -Imo_-.<--• R/v, 1 913 N w [,alch busrn I: 1 � 1 ! / 12. 1/ OCres New Col h bosn - r { New'-F3 =A1fS N? i RirK 1371 -. R/ 1966 osin coon 9 sower userv;e ...._.. 198 7�1 LvY92 J p�,,_ -_ '�." _- -_- _ --798^ -- ---.__.--.___..... /nv 19Q21'3B'SOB6e1__ ... a hon/ a 91.23 .�O/7 .r_ •\., / " New "da house' 1W. WH C2 e h ` ` n w Rim 1966 r h sxist/n de - - N 6 PY 1 my rn 19, 21 a c g 9ro J LOt COVera e: r11 out 192.0.1' -�-' --' Existing Coverage In I �- --- r Route 7 Front Yard Setback 635% (Woilrer requested) _� _ AReeposed 232 59 ft. _ ..._.__..,v ---- _.- --'- Rr n9ee2e.r- it robe( � 1a -tu/rio �oN bo e�oa ar yent Proposed Coverage after �lr .- - --- �� r dt vem I� State of Vermont o g /car rion. and -- New cot 1 ziz .7-1 N R a _ Route 7of /&2% New sW ,yrn ._ m /,v 9 75 ��� -- ... Reconstruction, w e 1 11;,-.....Construct new I 1 entrance Londscopiny Schedule _ .---- ,rf' h1 1, 191 Fosl. .fd --._ ...._ o n 193.s3' UesorJ/ztf¢tt S'/ze..l,GaliPer)-Quv_nt1SY _»20/._ E�limat w\ R/m I r9Z \ err. ne I /n !n 197T"" / e our /932a' i � / 1 -d re urb, .0 x1 ee ss 3e l e7 L1e / sxa lware " I, _ \` lnv. out 1976' _ Honey Locust 2" 3B i 450 o curb I Proposed\� ; 4 ....-R veal l5o/wg on G 10, AddiCFrin \ �tt'� .� Evergreen 1" 14 i' 840 .. _._ Azlli- "W _ _ .... ear pmt (Sat roleran rf �. ono I . - I \`Flowers & p/ants f1,200 ,n al110' byi mec1. 1] PeT9 19 _P !, rr sq ft" "� - \��� d �n - ' e<®� I ropsoll, seed, and mulch disturbed 22r000t sf. f7700 F'ro o^>h .y "9AddiClon - areas Remove ovement and%5 sf concrete ; ! P / pork/ng lot - p t I 1 J" PROPOSED DISPLAY PARKING o ad fro Y _. r 'r¢p s d 1 - i r -9r de clang n g II � P e a on ro o es _.." z2,, 7T50 s ft. - Adds la 1 of ��' I EXISPNG- t\'- .. oL d ,190 -- BUILDING d s "( lot 20 EMoo__�k V LEGEND Control Point .. w Utility Pole an, Fire ant -' "B" A C orer mo/n ! Hydr EX 7NG $UI-DING,' _ a. Si n `41, 996 sq.{t °nsncet new ! Light Pole G +;� Construct Gas Vol- �� + Approximate property line - I'PRO OSE DISPLAY PARKING si zz ,e ( 'Remove a lWin ���j .�. _ _ _. __. -_._ _._.... _._ .i pavement, sow 20' 40' _ 50' - 160 /�^ 240' (l1 n Ire! 1 cut pint r as4rPo'/t curb : ' / r• \ r _. ,,. , Bar Sc%r_ 1" = 40• - - EXISTING DISPLA PARKING .--� N 2 _ DI Pn V PA12KI G `' I 71 G I V KING E c _ ro/ o t - nave �/govem-t -r- za 1 ` -. 7 LML ert C/n�� ` -- _ N Pr ert C' r m'- �l1 Oofe rev d '0eserption Checked - Dote Al -Prop Y - _ _ -- ., Design A✓.. Improvements awn `'per Proposed / \� New skldjra/k o/on e/bu a Rood - 'EX/stm t s �-,ram, Checked -__. ! 9` -Lan r f nr,: powhg (ham YAOT design drng-Shelbu Rood ` "New sidewalk s--- $ fo be removed ) d Jn;l of Shdbume Road) fo be removed- { Scale 1-40- Sh e arer Ch e vrol e t -- I 8" A f water ma ;'�� Data Apn/, 22_2002 6"AC. water It,.. `I SHELBURNE ROAD (U. S. Route 7) /-0 L,UR1 r� �,T(N -. ,. g Project 00124 86133 Shelburne Rood AR- A-z9S �& I9tYSlA'G Consulting G ngineers, Jne. 2" A.c water morn __ _ l - w - -- __ _ _ _ J?^ A.c_, re mom -- - ,� - � . _ _ _ - -- -- - w - - -- -�, - -- _- __ _ __ w _ _ _ a _ --- � - w - -- -- - - - __ - -' - - - w .amain Streei, Colchester, Vermont 0544G DEVELOPMENT REVIE`w BOARD PAEMO IlDECEMBER 19, 2000 MElE'rENG Traffic: ITE estimates that the current use generates 3.229 P.M. peak hour vehicle trip ends (vte's). The proposed uses are estimated to generate 2.149 P.M. peak hour vte's for a decrease of 1.08 P.M. peak hour vte's. The traffic impact fee is therefore zero (0). Sewer: No additional sewer allocation is requested. Lighting: Exterior lighting consists of the following: 1) three (3) 150 watt high pressure sodium lamps mounted on the building, 2) one (1) 60 watt "jelly jar" type light mounted on the building. All lights must be downcasting and shielded. Any changes to the lighting must be approved by the Planning & .honing staff prior to installation. Dumpster: Plans should be revised -to provide a screened dumpster area. 7) MARTIN'S FOOD — KNA1L PLAT — ACCESS DRIVE & PARKiNG LAYOUT, 935-947 SHELBURNE R®Ali% This project consists of a final plat application to amend a previously approved planned unit development consisting of a 100,324 square foot shopping center. The amendment consists of: 1) constructing an access drive to connect to the property to the south, and 2) revise the parking layout to accommodate the access drive, 935-947 Shelburne Road. This proposed access was a requirement of the Lowe's final plat approval by the Development Review Board. This property is located in the Commercial One District. It is bounded on the south by a commercial subdivision, on the east by a bank and an automotive repair and retail shop, on the north by Queen City Parkway and a restaurant, and on the west by the Humane Society. Access/Circulation: The applicant has proposed constructing a 32 foot wide access drive to connect to the property to the south utilizing a portion of Fayette Road. The 64 foot right- of-way will be maintained by the property owner. Circulation on the site is adequate. Parking: The proposed changes will result in the loss of five parking spaces. The applicant has stated that there is sufficient parking to serve the existing uses. 8) WMLHAM SHEARER — SYKETCH PLAN — ADDITIONS & )1 UIOLIDNG2 1675 SHELBURNE ROAD This project consists of a sketch plan for a planned unit development consisting of three buildings totaling 83,418 square feet of auto sales and service use. The amendment consists of: 1) constructing an access drive to connect to the property to the south, and 2) revising the parking layout to accommodate the access drive, 935-947 Shelburne Road. .-DEVELOPMENT RIEWEv✓ BOARD MEMO DEC EMBER 19, 2®Oa PvLEETENG This property is located in the Commercial Two District. It is bounded on the south by an auto service business, on the east by Shelburne Road, on the north by Bartlett Bay Road, and on the west by an undeveloped lot. Utilities: The preliminary plat application should include sewer & water main details as well as details of all proposed storm water facilities and sediment control. Access/Circulation: Access is provided via a 43 foot curb cut south on Shelburne Road frontage, a 44 foot curb cub north on Shelburne Road frontage, a 44 foot curb cut west on the Bartlett Bay Road frontage, and a 43 foot curb cut east on the Bartlett Bay Road frontage. The preliminary plat application should depict the proposed Shelburne Road improvements that will consolidate the Shelburne Road curb cuts. Staff recommends that the eastern most curb cut on the Bartlett Bay Road frontage be eliminated as it does not meet Section 26.103(d) which requires that a curb cut be at least 200 feet from a signalized intersection. Circulation on the site should be improved as noted. Coverage/Setbacks: Building coverage is proposed to be 16% (30% max) and total coverage is proposed to be 69.3% (70% max). The front yard coverage information for Shelburne Road and the front yard coverage information for Bartlett Bay Road should be submitted with the preliminary plat application. The applicant should provide coverages both with and without the Shelburne Road improvements. The preliminary plat should also include the sizes of the existing buildings. All setbacks are being met. The preliminary plat should note the current 50 foot front yard setback along Shelburne Road. Traffic: The property is located within Traffic Overlay Zone Five. ITB estimates that 117 additional P.M. peak hour vehicle trip ends for a total of 242 P.M. peak hour vte's. The preliminary plat application should include information on the type of construction proposed so that traffic impact fees may be calculated. Lighting: All lights must be downcasting and shielded. The preliminary plat should include cut sheets for all existing and proposed exterior lights and the height of pole mounted lights. Staff recommends that all floodlights be replaced with downcasting and shielded light. Landscaoing. A landscaping schedule noting the number, variety, and size of proposed plantings should be submitted with the preliminary plat application. Sewer: The preliminary plat application should include a sewer allocation request. Impact Fees: The applicant should be aware that the road impact fee will be applicable to the proposed additions and new building. s DE"VELdDPMENT REVIEW BOARD MEMO gDECEMBER 19, 2000 MEETING Dumpsters: The applicant should note the type of screening for the dumpsters on the preliminary plat plan. All existing and proposed dumpsters should be shown on the plans. Parking: It is estimated that the proposal will require 167 parking spaces for customers and employees, 6 of which must be delineated as handicapped. A bike rack must also be provided. The preliminary plat application should depict these parking spaces as well as any proposed auto display areas. Wetlands: The preliminary plat application should include wetland boundaries. Bartlett Brook Watershed Protection Overlay District: In accordance with Section 23.101 of the Zoning Regulations, the applicant should submit applicable information regarding the development and stone water management to the City for inclusion into the City's stormwater and hydrology computer model prior to preliminary plat approval. Stormwater Pond: The City, with funds obtained from VTrans and many other partners, has been designing a stormwater pond on the applicant's property and the property to the south. The applicant has been very willing to work with the City to provide land for the construction of this stormwater pond. The pond is designed to take the most polluted portion of the runoff from Shelburne Road and some of the area along Green Mountain Drive. This runoff will be treated as it passes through the constructed wetland and discharge the treated water into the Bartlett Brook which flows into Shelburne Bay. The applicant's proposal does not impact the proposed pond. The applicant will be required to construct his own pond to treat the stormwater from the proposed development. Other: The preliminary plat application should include all proposed Shelburne Road improvements such as sidewalks, curb cuts, etc. 9) IUCHAEL BRACE - APPEAL OF ADMINISTRATIVE OFFICER'S DECISION, 363 JUNIPER DRIVE NHCHAEI., BRACE - APPEAL OF ADMMSTRATIVE OFFICER'S DECISION This is an appeal of the Administrative Officer's decision to issue Notice of Violation #NV-00-17 (see enclosed) dated 7/19/00 relative to property at 363 Juniper Drive. The zoning violation involves the Appellant converting his dwelling unit into two (2) dwelling units resulting in a building approved for four (4) dwellings units converted to five (5) dwelling units without approval from the Development Review Board and without a zoning permit. Staff was informed about this violation by a phone call from Assistant State Fire Marshall Joe Benard. The Notice of Violation, which is the subject of this appeal, was immediately sent to the appellant notifying him of the violation as required by 24 VSA 4442(a). CITY OF SOUTH BURLINGTON DEPARTMENT OF PI ANNE"4G & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 15, 2000 David G. White David G. White & Associates, Inc. 168 Battery Street P.O. Box 1007 Burlington, VT 05403 Re: Sketch Plan - 1675 Shelburne Road Dear Mr. White: Enclosed is the agenda for next Tuesday's Development Review Board meeting and comments from City Engineer, Bill Szymanski, the Fire Department and myself. Please be sure someone is present on Tuesday, December 19, 2000 at 7:30 p.m. to represent your request. If you have any questions, please give me a call. Sincerely, ="IZ-�7 Raymond J. Belair, Administrative Officer RJB/mcp Encls MEMORANDUM To: South Burlington Development Review Board From: William 3. Szymanski, South Burlington City Engineer Re: December 19, 2000 Agenda Items Date: November 30, 2000 SHEARER CHEVROLET - 1675 SHELBURNE ROAD 1. All Topo should be shown. 2. The velco line along the railroad should be shown. 3. Existing and proposed road openings should be shown. 4. Water and sewer services should be shown. 5. Gas and water main along Bartletts Bay Road should be shown. 6. The proposed Shelburne Road widening should be shown. 7. A concrete sidewalk along Bartletts Bay Road frontage should be included in this project. SCHOOLHOUSE, INC. - DORSET STREET Site plans prepared by Llewellyn - Howley dated 3/10/00 are acceptable. LOWE°S OF SOUTH BURLINGTON - SHELBURNE ROAD The so called access drive "E" should have a paved width of thirty (30) feet and include a five (5) foot concrete sidewalk if it is to be a City Street. MEMORANDUM To: South Burlington Development Review Board From: South Burlington Fire Department Re: December 19, 2000 Date: November 30, 2000 1. Final Plat, 930 Shelburne Road Acceptable 2. Sketch Plan,1675 Shelburne Road The proposed 14,400 square foot building should be sprinklered and include a fire alarm. The proposed 20,960 square foot addition and the main building should be sprinklered and include a fire alarm. 3. Final Plat, The Schoolhouse, Dorset Street The buildings should be sprinklered and include a fire alarm. The emergency access drive should be accessible year round. The applicant should maintain and plow the access. RAILROAD TRACKS P-V RAILROAD TRACKS Aww eye n —W bwean nt ... ... _ .. . ... _ aMigevn�G -Enb _ .. Abw Nolm.W dbh tbn /�� ---1Btr � bash to sane Aar 1 / i ... .. Abr la' x ie' T ..........................nP+w+P•e - ------ _. • ---- -... ...- ... .. .- new i7✓ \1 teos.xgY•- 7 w. ,nx .orw awsaw • t _ _ _ v — ss-om, �tFt sw@. --------- — bwlr ey me e, l' — — _ -- w — � � J YL4N0 Al�iiretA» .w d y — .ba ............. 11io- \ as I ding 1 � /A+.w tbto+ tram - . ....... - . - . - ,PYn 1971 ... - ..... - ........ . .... . ., - I --roe— IOU b h. fail .�.. —� ... rl 14,400 sq. ft. ------ ----- 11 v . fe is w br 1 1 1 ... � � us .... -Aft atef da�ti ... Ne.., 197.1 - - - - lain ...... .1Drl 1 a MI - -- #mI 7DGJ... .......... h. 1A17 ,-...1 1 ---- — -' ----- --- —_... —,_— ------ -- — -- ----- y. 1 1 Proposed Pavement .... .. ...... - . 1 1 Area = 82,178 sq. ft t 1 1 1 0 1 I 1 t-7.7w e 11 --- -— — — — — — — — 1 .rra.y---------------- -- ---- I 1 time "°. 1 11 O O Lot 12.27 acr 1 1 1 1 —A existing pavement o z 0 �0 Proposed Building 262' by BO -- _ 20,960 sq. ft. NOT., P Wp y /has oa.6- 14. 19m Ic and and an ��/ \/ OrtcNr /f, 1A69 slfe p/ by ------ — ---- -- — -- t,-Fie•,ch-F m Ardr/lerts rr6ee osewdet' II P.ry.-ty /A—�� �O.— — tenor red ® existng po�mt m � 2�s 6 a' I TO SHELBURNE SHELBURNE ROAD (U.S. Route 7) 1 n ` sem � 1 1 1 11 � 1 1 � 1existng owne�lt 1 A Y i 1 � NOAE- Rgo-ty /h— ore based — pApbd IM - laved and — OttM6- I4, f9eg mt. Plan by Fisamm-F M Freeman ArMdecfs Na d "S'haer one der' me lwgoerfy /ire aSosn nor ea•ro,red ro be axfeot o- o /O.. 1 0 Proposed 1 O Building 1 60' b 60" .� 600 �; ft. 2os 1 1 1 � 1 0 1 1 Zoe 1 1 �A----- 1 ex/sting p t TO BURLINGTON Planninc and Zonina Information Area: 12.27 acres Zone: C2 Existing Lot Cotreroge.' Lot Area (12.27 acres) = 5J4,481 sf Buildings = 44,458 sf- Buildin Coverage = 44458 — 8X 9 9 %— Pavement = 229,545 sf. Total Coverage = 44 458+229 545,— 51X Proposed Lot Coverage: Lot Area (12.27 acres) = 5J4,481 sf New Buildings = (J8, 960 f 44, 49f) = BJ, 418 — sf- Building Coverage = 11.41 5.3s 487 — 16X New Pavement =(82178+279,545-(3600+20,960))=28716J sf- Total Coverage =6Ma *+267 fs3 = 69.. -TX Wetland Impacts Permanent impacts (not including detention basin).-=0.98 acres =42,75E sf- A Control Poht Utility Po% ed fke Hycbant U 3- Apple Tree 8 Sign Light Po/e O Gos ✓o1m O New 6n/sh grade---- Approx/mate property Line — — — — .gNew storm line ---•- Sr rot, of So. Burlington SO' 40' 80' 160' .740' Bar Scale Octob- JO, 2000 odd nee sfmnantr bash for -97— hrpoesnents bj 10/JO/PO Litaber 17. 2000 R.W-d Pave neat bj 10/17/GJ Cate revised Desatotbn Checked rate Design Sketch Plan Drawn EDM 1,01 Checked Score ° Sh earer Ch e vrole t Date 9-19-00 Pro' ct 60f24/861JJ 19Wbume Rood South Bud/n tm vim. A"' WS' & LdArSIMC Consulting Engineers, Inc. 164 Main Stree4 Colchester, Vermont 05446 1) 2) 3) 4) 5) ( ��T) - && - 6, -5-' ( CITY OF SOUTH BURLINGTON P-:� 9: C I V E Subdivision Application - SKETCH PLAN -- 40C.0 Name, address, and phone number of: (11,.,! of SQ 3Ur' ibIon a. Owner of Record: John F. Shearer, 1675 Shelburne Rd, So. Burlington, VT 05403 b. Applicant: William Shearer, President, Shearer Chevrolet, Inc. 1675 Shelburne Rd, So. Burlington, VT 05403; phone 658-1111 c. Contact: David G. White, David G. White & Associates, Inc., 168 Battery Street, P.O. Box 1007, Burlington, VT 05402-1007; phone 862-1225 Purpose, location, and nature of subdivision or development, including number of lots, units, or parcels and proposed use(s). This application proposes an expansion of Shearer Chevrolet, located at 1675 Shelburne Road. The existing business has outgrown its existing facilities which were constructed in 1971. In addition, the entire retail automobile business is going through significant changes, including major consolidation which require increasing services to be provided by dealers in a "one stop shopping" environment. The proposed changes include: 1) a 20,960 sq ft addition to the existing main building to provide increased service area and allow interior update of the building, 2) a 3,600 sq ft addition to the existing free-standing used car building to allow for interior show room space and improved facilities for customer and salespeople, 3) a new free standing building of 14,400 square feet to be a body shop, along with increased paved area as shown on the sketch plan. Applicant's legal interest in the property (fee simple, option, etc.). Long term lease with option. Names of owners of record of all contiguous properties. See attached abutters list. Type of existing or proposed encumbrances on property such as easements, covenants, leases, rights of way, etc. A) 20 foot wide easement to Champlain Water District B) Future easement to State of Vermont for storm water facility and related infrastructure. 6) Proposed extension, relocation, or modification of municipal facilities such as sanitary sewer, water supply, streets, storm drainage, etc. None. As a separate and unrelated project, the City of South Burlington in cooperation with the State of Vermont is constructing a new storm water treatment facility straddling this property and the abutting property to the south. These facilities are shown on the sketch plan but are not part of this present application. 7) Describe any previous actions taken by the Zoning Board of Adjustment or by the South Burlington Planning Commission which affect the proposed subdivision, and include the dates of such actions: ZP-92-008, 1/28/92 - addition/alteration ZP-92-300, 12/31/92 - addition/alteration ZP-94-263, 12/20/94 - addition/alteration 8) Submit five copies and one reduced copy (8 1/2 x 11, 81/2 x 14 or 11x 17) of a Sketch plan showing the following information: 1) Name of owners of record of contiguous properties. 2) Boundaries and area of: (a) all contiguous land belonging to owner of record and (b) proposed subdivision. 3) Existing and proposed layout of property lines; type and location of existing and proposed restrictions on land, such as easements and covenants. 4) Type of location, and approximate size of existing and proposed streets, utilities, and open space. 5) Date, true north arrow and scale (numerical and graphic). 6) Location map, showing relation of proposed subdivision to adjacent property and surroundine area. A or c6o'tact`3rerson ' Z) -Av, .9 (5-1, At'% - (Signature) applicant or contact person (i I J.1 1 U Date r? C a Date L 2000 Ci#+r of So. Burlington To: Application Contact From: Sarah MacCallum, City of South Burlington RE: Project Staff Notes Date: November 30, 2000 SD-00-65 William Shearer, Sketch Plan for a Planned Unit Development, 1675 Shelburne Road Previous Action: None Overview: The applicant has proposed a planned unit development consisting of three buildings totaling 83,418 square feet for auto sales and service. Sketch Plan Issues: ■ The applicant should provide the sizes of the existing buildings. ■ Staff will recommend that access to the adjacent property to the south be provided via a paved access drive. Preliminary Plat Issues: ■ This property is located in the Bartlett Brook Overlay Protection District. The applicant should submit results from the City's storm water hydrology model with the preliminary plat submittal. The preliminary plat should also include information on any proposed wetland impacts. ■ For preliminary plat application the applicant should revise the plans to illustrate the proposed Shelburne Road improvements. ■ For preliminary plat application the eastern most curb cut on Bartlett Bay Road should be eliminated, as it does not meet Section 26.103(d) of the Zoning Regulations. ■ For preliminary plat application the curb cuts should be depicted as one way in and one way out. ■ For preliminary plat application the applicant should submit lighting, landscaping, water, sewer, and storm water details. ■ Staff has estimated that the proposed uses will require 167 parking spaces six of which must be identified as handicapped spaces. For preliminary plat application the plans should depict parking spaces. ■ Staff has estimated that the proposed uses will generate 117 additional P.M. peak vehicle trip ends. A traffic impact fee will be applicable. Completeness of Plan: The applicant has submitted sufficient information for Development Review Board to consider the sketch plan. If the applicant wishes to submit additional information, this should be done no latter than December 11, 2000. Recommendation: Staff recommends that this application be authorized to proceed for sketch plan consideration by the Board at their December 19, 2000 meeting. Copyright (C) 1996, Earthvisions, Inc. SHEARER CHEVROLET South Burlington, Vermont Abutting Property Owners/Addresses Kurt V. and Laura M. Reichelt Trustees KV Reichelt RE 9 Pine Haven Shores Shelburne, VT 05482 Mac #2 Holdings LLC 1233 Shelburne Road South Burlington, VT 05403 New England Central Railroad 2 Federal Street, Suite 201 St. Albans, VT 05478 Kevin J. Plette and Katherine M. Purcell 2 Twin Brook Court South Burlington, VT 05403 Trono Construction Co. J. Peter Trono 15 Oak Crest Drive Burlington, VT 05401 City of South Burlington (575 Dorset St. South Burlington, VT 05403) Nathaniel R. Lash Trustee Millicent C. Lash 1515 Shelburne Road South Burlington, VT 05403 Antonio B. Pomerleau 69 College Street PO PO Box 6 !AU , E Burlington, VT 0540L-0006 Cite of So. Burlingtol Allson Partnership Ross R. Anderson Box 1100 Burlington, VT 05402 MDT Partnership c/o Willie Racine's 1650 Shelburne Road South Burlington, VT 05403 -S 215 fl S,�vteAe,cA- qb2`{ SD. W.IrLJjDP%,'5yo3 Frw s, � 4�Ma Wa , ( W "V, C-t. Ct Sp��3eac� ��• So. isc,ri,tcz-6,j, v^ o 3-41)3 V-G) S3 o x 2 D �- I `0 Cj elf - t VI RAILROAD TRACKS f 1\ duperrom pad RAILROAD TRACKS .... .. ...... " ... " .. M-$ AMR .9be� I11 / ... .. �` MY 10', 20'$ a�itbwVbA. - 1aau1 a:t / I ... - - .......too -z----------- - ........ .. \ D 1; r � ' >� _ " .. F� - - -. AYw ptdmwors oWe/(/ar � � - _ An,./at ... --- - --- _ _ by RAND �, w p4ni by - - - — - 1 NA \ orlt7vMW ANp j t• \ 9Asw -- _ ......... .. { { new caa n,e 11 . Abr late \ 11 b. felt 1 4 \ a s ........ _ sed 1 j. ding J 1 1 \ wtC9tiaih f� ..... 1 180' b 4 .a. tact 116MV At erbrw . I I 14,400 sq. ft. re..... ANN, MU I I f97.t AM-14PJ. .. ... R /97.1 `\ 1a2t ...... 1 Proposed Pavement 1 { Area = 82,178 sq. ft. 1 1 1 ________ __ YOq existin oNanmf �— 9 P 1 ----o- __--- - - 1 ob 1 ,.ro \ 4 1 1 � 1 Proposed \ 1 Building 1 262' by 80' ---- - - 254 exiarhg a�Wt 1 a 20, 960 sq. ft. ; Total Lot Area r - 1227 acres �/��i/�/ j j %J j it e � G a 01, B, b 1 1 existing paroment / ;�/// / , / i// / r \� 600 H. 1 uo 1 1 Na7F.. Rgmw y /nm se Dried ar AIQ 1 phj.b.i s.W bw d and on 6 1 01&lbe- 14. 19169 ire P/m by _----- -----------_. ----------------- F-Fmd,-F Ardlrerh �' - _ - - - - NNwd Ib-r rn.wdor" the �y �t s0.- — -r .a.mnd � u/stitg Po�mt exirtang p t ll ® O ® ® ® f z14 - 70 SHELBURNE SHELBURNE ROAD (US Route 7) 7-0 BURLINGTON , Planning and Zoning Information Area, 12.27 acres Zone: C2 Existing Lot Coverage,• Lot Arco (12.27 acres) = 534,481 sf NOM P q-dy /hee v. drive! a, Buildings = 44, 458 sf. ph, *-a eWd— land u d w 44 4S8 _ orroee. t4, tAS9 mro pbn ey Bui/ding Coverage = Wit- 8Z Frsenol-Free -FreEnwn A-W//ect9 nNed 5iemrer aewaer" P. Pavement = 229,545 sf. rmn > — r.....nred 4s �58+1195i5,Z Total Coverage =( 51X Proposed Lot Coverage: Lot Area (12.27 acres) = 534,481 sf New Buildings = (8, 960 + 44,491) = 8_� 418 sf. BuildingCoverage = e3_ 418 16X 9 s34.481- New Pavement =(82,778+229,545-(J600+ZQ96a))=?87,163 sf. Total Coverage = BT 4/B+2B716d = 69.3X Wetland lmooctw Permanent Impacts (not Including detention basin): = 0.98 acres = 42, 758 sf. LEGEND Q-tra/ Point Utility Pole w Faro HK*mt J- Apple Tro Sign r Light Pile O Gas ✓.1- O New rmish grade --log - - - - Approxinate property li/e — - - — New storm the BSI 2000 r,,+,► nt So. Burlington Bar Scale Gtt.ber X JUX ade ns. sram.err eosin Dr "9�eaer inpo,snanh ioj to/Joitn 0.faber 17, 2VW N.~ po�ansrt of 1o/77/bU ooh 1*~ D—Van cnecWed ow. Design /AJ Sketch P/an Drawn MIJ?F Checked Scale 1;40. Sh e arer Ch e vrole t Data 9-19-00 Project ontls/dtt,ii 9,d5ume Rood South Burn, fm lremr t A"' ,&S et LdjVSJNG Co7zsulz4-ng _,ngsneers, Inc. 16'4 d(afn Stree4 Colo/tester, Vermont 05446