Loading...
HomeMy WebLinkAboutBATCH 21 - Supplemental - 1227 Dorset StreetCIVIL ENGINEERING ASSOCIATES, INC. P. O. Box 485 (802) 985-2323 SHELBURNE, VERMONT 05482 Fax No. (802) 985-2271 CHARLES R. DUNHAM President STEPHEN A. VOCK Vice President JEAN -CAROL DUNHAM December 10, 1998 Treasurer Mr. Joe Weith, Director of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Economou Farms Golf Course (Vermont National Country Club) Traffic Improvements Construction Status Dear Mr. Weith: Please let this letter serve as an update of the status of the following improvements required in support of the traffic mitigation measures outlined within the City's Subdivision Permit: A. Traffic light at Dorset and Swift Street intersection - Completed B. Turn lane additions at Swift Street and Spear Street - Completed with temporary striping. The final striping will be completed in the Spring of 1999. C. Dedicated left hand turn lane at Old Cross Road - Roadway widening completed except for final striping which the City (Sonny Audette) has requested be completed next Spring. This completes our status report of those items required to be in place prior to occupancy of any of the residential buildings. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer cc: J. Magnus S. Fead F:\OFFICE\WPWIN\LEn98144\12—PRMTN\WEITHR.OAD STUDIES • DESIGN • INSPECTION • TESTING SURVEYING & LAND DEVELOPMENT HYDRAULICS & HYDROLOGY SANITARY & WATER FOUNDATIONS & STRUCTURES CONCRETE & SOIL TESTING r FORM NR-1 COMPUTATION OF TOTAL NON-RESIDENTIAL IMPACT FEES PROJECT DATA: (1) "EFFECTIVE DATE" FOR TAX CREDITS: (2) ESTIMATED PEAK HOUR VEHICLE TRIP ENDS (3) (4) ESTIMATED PRE -CONSTRUCTION VALUE IN UNITS OF $1,000 (From current tax assessment) _� vph units TOTAL FLOOR AREA AFTER �f CONSTRUCTION s.f. TYPE OF USE hoc �ri�ti{(t ��� <cu� `�i� F TYPE OF CONSTRUCTION IMPACT FEES: (7) TOTAL ROAD IMPACT FEE (From Form NR-2) A;fM,,v,, % :� /Y — C4w'�R,�i►^ k rir; : I >y7, 0(/%? +C;NH `IR-, ESTIMATION OF POST CONSTRUCTION VALUE (1) TYPE OF USE ( From line ( 5 ) on form NR-1) (2) TYPE OF CONSTRUCTION ( from line ( 6 ) on Form NR-1 (3) TOTAL FLOOR AREA (From line (4) on Form NR-1) ��� s.f. (4) ESTIMATED IMPROVEMENT VALUE PER SQUARE FOOT (From Table ST-5) $ s.f. (5) ESTIMATED VALUE OF IMPROVEMENTS'TiC7 (3) x (4) $ ( 6 ) LAND VALUE (From current tax records) (7) ESTIMATED POST -CONSTRUCTION VALUE (5) + (6) (8) ESTIMATED POST -CONSTRUCTION VALUE IN UNITS OF $1,000 0 (7) / $1,000 Gf� units COMPUTATION OF ROAD IMPACT FEES (1) BASE ROAD IMPACT FEE RATE PER PEAK HOUR VEHICLE TRIP END $ 221.72 / vte (2) ESTIMATED PEAK HOUR VEHICLE 1. TRIP ENDS (From form NR-1)�' vte (3) BASE ROAD IMPACT FEE�2.. (1) x (2) $ f�' (4) PRE -CONSTRUCTION VALUE IN UNITS 5z OF $1,000 (/ (from line (3) of Form NR-1) T units (5) CREDIT PER $1,000 OF PRE - CONSTRUCTION VALUE (From Table ST-3) $ unit (6) CREDIT FOR PAST TAX PAYMENTS $ (4) x (5) ( 7 ) POST -CONSTRUCTION VALUE IN UNITS $1,000 line -c'I (From line (8) on Form NR-31 units (8) CREDIT PER $1,000 OF POST - CONSTRUCTION VALUE ( From Table ST-4 ) $ �' 3 / unit �,jj� • (9) CREDIT FOR FUTURE TAX PAYMENTS $ (7) X (8) (10) TOTAL ROAD IMPACT FEE $ �= (3) - (6) - (9) �n 1 � , y 1Y01�4 r �;x. ati , w's�I a1dti�+�. +� 4_ --- � �•` �5 �`� �L���_�t�r•�""13f� �fli�i � � , � — _ MASTER PLAN F o Y. VERMONT NATIONAL COUNTRY CLUB S EP TE IMH ER !. 199L T A U R R C U L 1. 1 .4 5 AND • A R T M I R S ARCHIT - _- AU RXI RG TOK V RRAS 0HT �r� r r .�'�,� �" �Y'� •` .+ter y %` j�r� s�f./�v+��f +��.f �: � �� �'d ^'"- Ae `IR -D.. � SS HIGHLANDS Al \'LR1v10N 1 NATIONAL COUNTRY CLUB 5/19/98 David S. Marshall, P.E. Project Engineer Civil Engineering Associates Inc. Box 485 Shelburne, Vt. 05482 Re: Cost to complete Phase I Dear Dave. In order to obtain building permits for phase 1B I will be posting a bond to the city of South Burlington for the value of any uncompleted infrastructure work associated with phase 1B. Below is a listing of the scope of work that remains to be completed with the corresponding dollar value to perform that work. I ask that you review this information and certify to the city of South Burlington as to the completeness of the scope and that the dollar values associated with the scope are reasonable. Cost to Complete Phase 1B Infrastructure Description Cost Completion Date Base Paving 96,300 7/15/98 Finish Paving 50,235 7/15/99 Sewer Pump Station (1) 70,400 7/1/98 Curb/ Sidewalk 10,325 7/1/98 Swift/ Spear Intersection 26,782 7/15/98 Dorset/ Old Cross Intersection 27,898 7/15/98 Electrical Telephone Conduit 26,840 7/15/98 Excavation for Gas Lines 14,740 6/1/98 Green Mountain Power Charges 109,111 8/1/98 Green Mountain Power Street Lights 17,743 8/1/98 Landscaping- Street Trees 75,134 7/15/98 Water Booster Pump Station (2) 51,500 7/15/98 (1) The sewer pump station will be delivered to the site on Friday 5/22/98. (2) The water booster pump and control panels are on site at this time. If you need any additional information to assist in the verification of the above scope or the associated dollar values, please feel free to give me a call. Sincerely, Jim McDonald I227 DORSET STRFI.T ` SOIiTH BURL]NGTON • VERMONT 05403 CIVIL ENGINEERING ASSOCIATES, INC. P. 0. Box 485 (802) 985-2323 SHELBURNE, VERN40NT 05482 Fax No. (802) 985-2271 CHARLES R. DUNHAM President STEPHEN A. VOCK Vice President JEAN -CAROL DUNHAM May 19, 1998 Treasurer Mr. Richard Ward, Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Economou Farms Doll' Course Subd:$ris:on Phase IB Construction Bond Dear Mr. Ward: We have completed our review of the status of construction associated with Phase IB of the Economou Farms Golf Course Subdivision. Based on this information, the equipment stored on site and a review of the quantity take -offs and unit prices utilized in support of the major item breakdown outlined in the enclosed letter from Jim McDonald to me dated May 19, 1998, we concur that the approximate cost to complete this work is $577,000. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer Enclosures 5-19-98 letter from McDonald to Marshall cc: J. Magnus C:\OFFICE\IIPa2 ,LErMI44,WARD.BON 1126,04Z l 4:70 v STu,') E . s DESi:3C s INSFEC7E:J:... • M,71',- VERMONT NATIONAL COUNTRY CLUB The Highlands at Vermont National Golf Course Cost to Complete GOLF COURSE ROAD ONLY 3-Aug-97 Work Description Percent Complete Quanity to Complete Cost to Complete Excavation 100% - 0 Rock Excavation 100% - 0 Storm Drainage 100% - 0 Roadway Underdrain 100% - 0 Gravity Sewer 100% - 0 Sewer Pump Sation 35% 1 EA 112824 Force Main 90% 2,875 LF 65086 Force Main Connection Det. 0% 1 EA 7820 Water Booster Pump Station 0% 1 EA 86251 Water Line 100% - LF 0 Test and Disinfect 50% 1 LS 10000 Water/Sewer Services 100% - 0 Gas sleeves 100% - 0 Elect/Telephone 100% - 0 Concrete encase 100% - 0 Curb 90% 800 LF 8706 Sidewalk 0% 3,400 LF 48000 Subbase/Fabric 100% - 0 Pavement 0% 11,333 SY 107490 Paint Crosswalks 0% 1 LS 3782 Cleanup and Demobilize 25% 1 LS 10000 TOTAL COST TO COMPLETE GOLF COURSE ROAD 459959 1227 DORSET STREET • SOUTH BURLINGTON • VERMONT 05403 TEL: 802-864-7770 • FAX: 802-863-1795 Ar r �10000mm- HIGHLANDS AT VERMONT NATIONAL COUNTRY CLUB August 28, l 997 Mr. Richard Ward, Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Economou Farms Golf Course Residential Phase I Dear Mr. Ward; We will soon be starting our sales process and owners will be requesting zoning permits for the first part of the project that we will be offering to sell. We will be offering the lots on the east and west sides of Golf Course Road which is, as you know, to be dedicated to the city. As part of our permit conditions we will need to post a bond to assure the completion of the project. Our contract indicates that the values of work to be completed is as follows: Complete sewer pump station and start-up 209,532 Complete force main and test 65,086 Connection details for force main 7,820 Complete water, test andd disinfect 96,251 Complete sidewalk 135,609 Pavement 107,490 Paint Crosswalks 3,782 625,570 In addition, guarantees will be provided for street trees in the amount of 68,470. I have discussed the traffic light with Gerry Milot and we have agreed to split the cost of the common elements of our two projects. My understanding is that Sonny is getting prices for the light now. Please let me know what he comes up with and we will provide 1/2 of the security as appropriate. Please let me know if this is acceptable to the City and I will get the paperwork completed right away. /6 3 -a z, -/,z 1227 DORSET STREET • SOUTH BURLINGTON • VERMONT 05403 TEL: 802-864-7775 • FAY: 802-863-1795 HIGHLANDS AT VERMONT NATIONAL COUNTRY CLUB 5/20/98 Mr. Richard Ward Zoning Administrator City of South Burlington Re: Bonding Requirements for Building Permits Dear Mr. Ward, As previously discussed, we are enclosing certification letters from CEA and J.A. McDonald relative to the cost to complete for the phase I and I infrastructure for this project. The amounts indicated reflect the actual balance of work to finish all infrastructure components. Please review this with Bill Symanski to confirm compliance with your requirements. It would be our intent to provide a surety bond for the actual value of the remaining work at the time building permits are issued. We would also leave the current Park Road Extension bond in place and supplement it with a second bond reflecting the additional cost to complete at the time the bond is issued. Please contact us with any questions. Sincerely, cc: Dave Marshall cc: Permit file 1227 DORSET STREET • SOUTH BURLINGTON • VERMONT 05403 TEL: 802-864-7775 • FAx: 802-863-1795 VERMONT NATIONAL COUNTRY CLUB (ECONOMOU FARMS GOLF COURSE) PAGE 3 DORSET PARK VIEW PROTECTION ZONES A & D - WEST BASELINE ZONE A 4.3 PER 1000' BASELINE ELEVATION = 441 Controlling = ZONE D 2.00 PER 1000' Lot No. View Zone Distance to Baseline Max Elev. Farthest Highest Elevation Lowest Elevation Probable Fin. Floor Approx. Max. Bldg. h t. Max. Ht Allowed Section 25.113 Closest Farthest 42 D 2620 2800 435.40 371 365 370 65.40 54 D 480 540 439.92 401 395 400 40 55 A 515 685 438.05 407 395 406 40 56 A 660 740 437.82 402 394 401� ` ' ' 40 57 A 760 840 437.39 401 394 401 " ' 40 58 A 850 960 436.87 400 392 399 40 59 A 950 1030 436.57 398 393 397 40 60 D 1050 1150 438.70 399 393 399 " �, 40 61 D 1060 1180 438.64 399 392 399 40 62 D 1150 1280 438.44 396 391 397 41.44° 63 D 1290 1390 438.22 397 391 397 41.22 0W ,An " -- :. 64 D 860 960 439.08 409 401 409 40 65 D 810 940 439.12 409 400 409 40 66 D 735 825 439.35 406 401 408 40 67 A 635 725 437.88 410 403 409 40 68 A 505 635 438.27 420 405 41 'I ;k 40 69 A 365 555 438.61 432 407 420 40 70 A 305 475 438.96 432 410 420 40 71 A 250 425 439.17 430 410 420 40 72 A 210 390 439.32 429 408 419 40 73 D 170 380 440.24 429 405 418 #1` 40 74 D 150 370 440.26 429 404 414 '" . 40 75 A 955 1145 436.08 392 390 393 43.08 76 A 1100 1220 435.75 391 387 391 44.75 77 A 1230 1290 435.45 390 387 391 44.45 78 D 1255 1305 438.39 391 389 391 47.39 79 D 1165 1235 438.53 394 391 393 45.53 _ �` fit. Prepared By: Civil Engineering Associates, Inc. 09/07/98 VERMONT NATIONAL COUNTRY CLUB (ECONOMOU FARMS GC) PAGE 1 DORSET PARK VIEW PROTECTION ZONES A & D - WEST BASELINE ZONE A 4.3 PER 1000' BASELINE ELEVATION = 441 Controlling = ZONE D 2.00 PER 1000' Lot No. View Zone Distance to Baseline Max Elev. Farthest Highest Elevation Lowest Elevation Probable Fin. Floor Approx. Max. Bld . h t. Max. Ht Allowed Section 25.113 Closest Farthest 43 D 2125 2050 436.90 373.5 371 374.5 62.40 44 D 2125 2050 436.90 373 371 374 62.90 45 D 2130 2050 436.90 373 371 374 62.90 X° 46 A/D 2150 2000 432.40 373.5 371.5 374.5 57.90 ;V;' ems, 47 A 2070 2000 432.40 376 374 377 55.40 48 A 2050 1900 432.83 379 378 379 53.83 49 A 1970 1860 433.00 382 379 383 50.00''� 50 A 1980 1820 433.17 381 377 382 51.17 51 A 1940 1800 433.26 383 379 384 49.26 1 52 D 1920 1900 437.20 389 384 390 47.20 53 D 1970 3775 433.45 380 376 381 52.45 ( -' 1 A 3660 3720 425.00 370 370 372 53.00� 2 A 3660 3720 425.00 370 370 372 53.00 N 3 A 3660 3740 424.92 372 370 373 51.92 4 A 3690 3760 424.83 373 371 374 50.83 '' 5 A 3860 3980 423.89 382 377 383 40.89 6 A 3830 3980 423.89 390 374 391 40 r _. '. k .;.... 40 7 D 3850 1 3980 1 433.04 390 388 1 391 4204.r 90- 433.02 392 392 39 9 D 3880 4010 432.98 .395 394 395" 40 10 D 3900 4030 432.94 398 396 399 - 40 11 D 3930 4060 432.88 398 397 399 $ 40 12 D 3940 4090 432.82 401 400 401 w$9 .. r 40 13 D 3950 4120 432.76 402 402 4031g, 40 14 D 3980 4130 432.74 403 403 404 40 15 D 3960 4090 432.82 404 392 400 ? '`✓ 40 Prepared By: Civil Engineering Associates, Inc. 09/07/98 VERMONT NATIONAL COUNTRY CLUB (ECONOMOU FARMS GC) PAGE 1 DORSET PARK VIEW PROTECTION ZONES A & D - WEST BASELINE ZONE A 4.3 PER 1000' BASELINE ELEVATION = 441 Controlling = ZONE D 2.00 PER 1000' ■moo ' f = _ : _ • .. :.. .l I see ju • • 1 1 11 —�� 1 1 � �rz " sit 4 •.�_ DO �'NrFRH OR -Me sm eet to! ISOM rr12 Prepared By: Civil Engineering Associatas, Inc. VERMONT NATIONAL COUNTRY CLUB (ECONOMOU FARMS GOLF COURSE) PAGE 2 DORSET PARK VIEW PROTECTION ZONES A & D - WEST BASELINE ZONE A 4.3 PER 1000' BASELINE ELEVATION = 441 Controlling = ZONE D 2.00 PER 1000' Zone Bldg. hqt. Aow of View Protection Zone a ;Outside a: �� 1 . / � / � G • -�� • • ems: f ?ice r�n�'r �.sw -�� ' 1 �� • h� `1 f Pr Prepared By: Civil Engineering Associates, Inc. VERMONT NATIONAL COUNTRY CLUB (ECONOMOU FARMS GOLF COURSE) PAGE 3 DORSET PARK VIEW PROTECTION ZONES A & D - WEST BASELINE ZONE A 4.3 PER 1000' BASELINE ELEVATION = 441 Controlling = ZONE D 2.00 PER 1000' =�=9]MFMT9T:Xr*1:FM- Approx. Max. ay. F1 1 r �.t ��® 1 • • • -® • • ® ' • g+^.,f�'4'1%►16fis':�`�?'.�iitLi Prepared By: Civil Engineering Associates, Inc. '19/07/98 VERMONT NATIONAL COUNTRY CLUB (ECONOMOU FARMS GC) DORSET PARK VIEW PROTECTION ZONES A & D - WEST BASELINE ZONE A 4.3 PER 1000' BASELINE ELEVATION = 441 Controlling = ZONE D 2.00 PER 1000' Lot No. View Zone Distance to Baseline Max Elev. Farthest Road Elev. Highest Elevation Lowest Elevation Probable Fin. Floor Approx. Max. Bld . h t. Max. Ht Allowed Section 25.113 Closest Farthest 43 D 2125 2050 436.90 373.5 371 374.5 62.40 44 D 2125 2050 436.90 373 371 374 62.90�;, 45 D 2130 2050 436.90 373 371 1 374 62.90 46 A/D 2150 2000 432.40 373.5 371.5 374.5 57.90, 47 A 2070 2000 432.40 376 374 377 55.40 48 A 2050 1900 432.83 379 378 379 53.83 49 A 1970 1860 433.00 382 379 1 383 50.00 50 A 1980 1820 433.17 381 377 382 51.17` 51 A 1940 1800 433.26 383 379 384 49.26� , _ 52 D 1920 1900 437,20 389 384 390 47.20 , 53 D 1970 3775 433.45 380 376 381 52.45 1 A 3660 3720 425.00 380.44 370 370 372 53.00 5° ` 2 A 3660 3720 425.00 380.44 370 370 372 53.00 3 A 3660 3740 424.92 380.44 372 370 373 51.92 4 A 3690 3760 424.83 380.44 373 1 371 1 374 50.83 5 A 3860 3980 423.89 383.23 382 377 383 40.89 6 A 3830 3980 423.89 385.29 390 374 391 40 �'���' : • 1 • • I LIEC����%IIIC�!)■t«:y.��C%!Y���� ' 1 l � ,sg� r Prepared By: Civil Engineering Associates, Inc. VERMONT NATIONAL COUNTRY CLUB (ECONOMOU FARMS GOLF COURSE) PAGE 2 DORSET PARK VIEW PROTECTION ZONES A & D - WEST BASELINE ZONE A 4.3 PER 1000' BASELINE ELEVATION = 441 Controlling =A ZONE D 2.00 PER 1000' M—m,-ew _ - •.. - - . .. .- Approx.A-. Outside of Protection Zone • • • . • • • • • $4 may. r y � •f 1 f 1. f• 1 1 ��� • f WEMMONAIIA- MERIN Nwg Prepared By- Civil Engineering Associates, Inc. 09/07/98 VERMONT NATIONAL COUNTRY CLUB (ECONOMOU FARMS GC) PAGE 1 DORSET PARK VIEW PROTECTION ZONES A & D - WEST BASELINE ZONE A 4.3 PER 1000' BASELINE ELEVATION = 441 Controlling = ZONE D 2.00 PER 1000' Lot No. View Zone Distance to Baseline Max Elev. Farthest Road Elev. Highest Elevation Lowest Elevation Probable Fin. Floor Approx. Max. Bld . h t. Max. Ht Allowed Section 25.113 Closest Farthest 43 D 2125 2050 436.90 373.5 371 374.5 62.40 44 D 2125 2050 436.90 373 371 374 62.90 45 D 2130 2050 436.90 373 373.5 371 371.5 374 374.5 62.90 57.90 46 A/D 2150 2000 432.40 47 A 2070 2000 432.40 376 374 377 55.40 48 A 2050 1900 432.83 379 378 379 53.83 49 A 1970 1860 433.00 382 379 383 50.00 50 A 1980 1820 433.17 381 377 382 51.17 51 A 1940 1800 433.26 383 379 384 49.26 52 D 1920 1900 437.20 389 384 390 47.20 53 D 1970 3775 433.45 380 376 381 52.45 1 A 3660 3720 425.00 380.44 370 370 372 53.00 2 A 3660 3720 425.00 380.44 370 370 372 53.00 3 A 3660 3740 424.92 380.44 372 370 373 51.92 4 A 3690 3760 424.83 380.44 373 371 374 50.83 5 A 3860 3980 423.89 1 383.23 382 377 383 40.89 6 A 1 3830 1 3980 1 423.89 385.29 390 374 391 s,; 40 7 D 3850 3980 1 433.04 390 388 H9=11 42.04 9 9 D 3880 4010 432.98 392.81 395 394 395 _ 40 10 D 3900 4030 432.94 394.75 398 396 399 40 11 D 3930 4060 432.88 396.35 398 397 399 40 12 D 3940 4090 432.82 397.93 401 400 401 40 13 D 3950 4120 432.76 399.43 402 402 403 40 14 D 3980 4130 432.74 401.5 403 403 404 40 15 D 3960 4090 432.82 401.68 404 392 400 ". 40 Prepared By: Civil Engineering Associates, Inc. VERMONT NATIONAL COUNTRY CLUB (ECONOMOU FARMS GOLF COURSE) DORSET PARK VIEW PROTECTION ZONES A & D - WEST BASELINE ZONE A 4.3 PER 1000' BASELINE ELEVATION = 441 Controlling = ZONE D 2.00 PER 1000' PAGE 2 Lot No. View Zone Distance to Baseline Max Elev. Farthest Road Elev. Highest Elevation Lowest Elevation Probable Fin. Floor Approx. Max. Max. Ht Allowed Bld . h t. Section 25.113 Closest Farthest 16 D 3950 4080 432.84 400.22 403 387 398 40 17 D 1 4000 1 4100 1 432.80 402 402 392 401 40 17 Outside of View Protection Zone 403.41 398 406 388 405 398 407 Wo Zone Umitatio 40 18 D 4210 4285 432.43 19 D 4260 4440 432.12 404.08 406 404 407 40 20 D 4240 4410 432.18 404.08 405 404 406 40 21 D 4230 4380 432.24 402.91 405 404 406 40 22 D 4180 4350 432.30 401.5 404 402 404 40 23 D 4170 4290 432.42 398.73 400 400 401 40 24 D 4140 4280 432.44 397.14 398 397 399 40 25 D 4110 4250 432.50 395.56 396 395 397 40 26 D 1 4100 4210 432.58 393.84 394 393 395 40 27 1 D 1 4070 1 4210 1 432.58 391.65 393 392 394 40 f •'��' ' 1 1 1 I��.� � it �� � J. 35 A 3980 4040 423.63 381 380 1 382 41.63 36 A 3920 3980 423.89 378 376 379 44.89 37 A 3900 3960 423.97 376 374 377 46.97 38 A 3950 4080 423.46 385 373 382 41.46 39 D 3150 3370 434.26 378 368 374 60.26 10 40 D 3000 3150 434.70 1 378 1 368 374 60.70 41 D 2820 2970 435.06 1 374 1 366 372 63.06 Prepared By: Civil Engineering Associates, Inc 09/07/98 VERMONT NATIONAL COUNTRY CLUB (ECONOMOU FARMS GC) DORSET PARK VIEW PROTECTION ZONES A & D - WEST BASELINE ZONE A 4-3 PER 1000' BASELINE ELEVATION = 441 Controlling ZONE D 2.00 PER 1000' Lot No. View Zone Distance to Baseline Max Elev. Farthest Road Elev. Highest Elevation Lowest Elevation Probable Fin. Floor Approx. Max. Bld . h t. Max. Ht Allowed Section 25.113 Closest Farthest 43- - - D 2125 2050 436.90 373.5 371 374.5 62.40 , n%k.= 44 D_ 2125 _ 2050 436.90 373 371 374 62.90_ f: d 45 D 2130 2050 436.90 _ J 373 371 374 62.90 - 46 A/D 2150 2000 432.40 373.5 371.5 374.5 57.90 47 _ _ ! A_ 2070 2000 432.40 ------- 376 374 377 55.40 48 _ A_ 2050 1900 432.83 379 378 379 53.83 49 A 1970 1860 433.00 382 379 383 50.00� _ 50 A 1980 1820 433.17 381 377 382 51.17 x: 51 A _ 1940 433.26 _ 383 379 384 49.26 _ 52 D 1920 _1800 1900 437.20 389 384 390 -_ - 47.20 -. 53 D 1970 3775 433.45 380 376 381 52.45 - 1 _ 3660 3720 425.00 380.44 370 370 372 53.00 _ 2 3 _A _A A 3660 3720 425.00 380.44 370 370 372 53.00 3660 3740 424.92 380.44 372 370 373 _ 4_ ` VA 3690 3760 424.83 380.44 373 371 374 _51.92_`r 50.83 _ 5 6 -- T A - - -- _ 3860 3980 423.89 383.23 382 377 383 40.89 3830 1 3980 423.89 385.29 390 374 391 40 8 310 1 423.89 1 387.84 0 88 F-77 D 3850 1 3980 1 433.04 J 390 388 391 42.04 40 3860_ 3990 433.02 390.39 392 _ 9 _ - D 3880 4010 432.98 392.81 395T397 395_ : 40 10 D 3900 4030 432.94 394.75 398399 ` `'' 40 11 12 13 14 - D 3930 4060 432.88 396.35 398399 ` '-. . -:'a 40 40 40 40 40 D 3940 4090 432.82 397.93 401 400 401 3950 4120 432.76 399.43 402 402 403 -29,{ _D D 3980 4130 432.74 401.5 403 403 404 15 D 3960 4090 432.82 401.68 404 392 400 32 8 Prepared By. Civil Engineering Associates, Inc VERMONT NATIONAL COUNTRY CLUB (ECONOMOU FARMS GOLF COURSE) PAGE 2 DORSET PARK VIEW PROTECTION ZONES A & D - WEST BASELINE /0NF A 43 PER 1000' BASELINE ELEVATION = 441 Controlling ZONE D 2.00 PER 1000' I -ot View Zone Distance to Baseline Max Elev. Farthest Road Elev. Highest Elevation Lowest Elevation Probable Fin. Floor Approx. Max. Bldg. hqt. Max. Ht Allowed Section 25.113 Closest Farthest I G D D 1 3950 4080 432.84 400.22 403 387 398 40 4000 1 4100 432.80 402 402 392 401 40 t ; Outside of View, Protection Zone 398 388 398 14,o Zone D 4210 4285 432.43 403.41 406 405 407 40 D 4260 4440 432.12 404.08 406 404 407 40 -19 20 D 4240 4410 432.18 404.08 405 404 406 40 D 4230 4380 432.24 402.91 405 404 406 40 2121 D 4180 4350 432.30 401.5 404 402 404 40 23 -)4 25 26 D 1) D D 4170 4290 432.42 398.73 400 400 401 40 4140 4110 4280 432.44 397.14 398 397 399 40 4250 432.50 395.56 396 395 397 40 -4�1 00 4210 432.58 393.84 394 393 395 40 r) An7n A?ln 439 SR 1 391 65 393 392 394 40 p a's Wag 2q A 4080 41 bU 423.16 Jbb.bb 3yj 3bb :JY6 �'m 4u 10 A 40 0 4140 423.20 384.16 392 388 393 30�; 30J. !'-v. 30'.. 40 A 4010 4130 423.24 383.23 388 384 89 Cig 40 3 2 A 3970 4050 423.59 380.44 385 384 386 40 33 A 3970 4050 423.59 380.44 385 384 386 40 34 A 4020 4080 423.46 383 381 384 40 35 A 3980 4040 423.63 381 380 382 41.63 3920 3980 423.89 378 376 379 44.89 -36- 3 7 -A A 3900 3960 423.97 376 374 377 46.97 38 A 3950 4080 423.46 385 373 382 41.46 39, D 3150 3370 434.26 378 368 374 60.26 40 41 D 3000 3150 434.70 378 368 374 60.70 2820 2970 435.06 374 366 372 63-06 r 111, . . . . . . . I 'r-,qpaiPd Ry Cjvil Engineering Associates, Inc EG �r VERMONT NATIONAL COUNTRY CLUB September 17, 1998 Mr. Richard Ward Zoning Administrator City of South Burlington Re: Building permits/ Bonding requirements Dear Dick, As you are aware, we are preparing to pull building permits for the Nowland Farm/ Four Sisters lots in conjunction with Sheppard Construction's commencement of building. In anticipation of that, we have prepared a cost to complete for infrastructure work in this area for your review. We have sent a similar analysis to CEA for certification prior to your approval. Please contact with questions. We anticipate that Sheppard will want to commence construction during the week of 9-21-98. Sincerely, cc: JAM Sheppard Construction I227 DORSET STREET • SOUTH BURLINGTON • VERMONT 05403 TEL: 802-864-7770 • Fax: 802-863-1795 Cost to Complete- Nowland Farm/ Four Sisters 1. Paving Top Course A-Nowland Farm and Four Sisters B. Bike Path 2. Sidewalk 3. Clean-up/ Green Belt Street Trees/ Landscaping Total Amount -q),-"r, 46,944 10,800 40,445 10,000 M 6C4 /50 T?tl5 ZOIC, �c tr MrA December 22, 1998 CIVIL ENGINEERING ASSOCIATES, INC. P. O. Box 485 (802) 985-2323 SHELBURNE, VERMONT 05482 Fax No. (802) 985-2271 CHARLES R. DUNHAM President Mr. Joe Weith, City Planner City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 STEPHEN A. VOCK Vice President JEAN -CAROL DUNHAM Treasurer Re: Vermont National Country Club Request for Final Plat Amendment Approval Boundary Adjustments to Lots 71-74, 80-88 and Golf Course Parcels D and F Dear Mr. Weith: Please find enclosed five copies of the revised plat plans and utility plans for the proposed boundary adjustments to lots 71-74, 80-88 and Golf Course Parcels D and F. These adjustments are proposed to account for the revised location of the 15th tee and the proposed relocation of the access from Golf Course Road to the Golf Course property. Specifically, a 60' wide right-of-way is proposed between Lots 86 and 87. The applicant will provide a separate application concerning any proposed future development utilizing this access. The applicant acknowledges that in the event of approval of this application, that it carries no weight concerning any future applications. Enclosed is a copy of the Final Plat Application and the application fee of $85.00 ($75.00 plus $10.00 filing fee). If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer Enclosures Five Copies of: Revised Final Plat, Sheets 1 of 7 and 6 of 7 Revised Final Plat, Sheet 1 of 5 Revised Final Plat, Sheet 2 of 3 Revised Sheets CA 8, 12, 15 and L-4 One Copy of : Application Application Fee ($85.00) Reduced Scale Sheet cc: J. Magnus (w/enclosures, no plans) F:\OFFICE\WPWIN\LET\98144\24_TAFT\WErrH.FIN STUDIES • DESIGN • INSPECTION • TESTING SURVEYING & LAND DEVELOPMENT HYDRAULICS & HYDROLOGY SANITARY 8 WATER FOUNDATIONS & STRUCTURES CONCRETE & SOIL TESTING CITY OF SOUTH BURLINGTON �•� � • Subdivision Application - FINAL PLAT 1 ) Name of Applicant Highlands Development Co., LLC & JAM Golf, LLC 2 ) Flame of Subdivision Vermont National Country Club 3) Indicate any change to name, address, or phone number .of owner of record, applicant, contact person, engineer, surveyor, attorney or plat designer since preliminary plat application Since revisions to both the Golf Course and the residential properties is proposed both legal entity owners have been listed as applicants. 4) Indicate any changes to the subdivision, such as number of lots or units, property lines, applicant's legal interest in the property, or developmental timetable, since preliminary plat application: None 5) Submit five copies and pno reduced copy (11 x 17) of a final plat plus engineering drawings and cpntaining all information required under Section 202.1 of the subdivision regulations for a minor subdivision and under Section 204.1(a) for a major subdivision. 6) Submit two draft copies of all legal documents required under Section 202.1 (11) and (12) of the subdivision regulations for a minor sudivision and under Section 204.1(b) i'\for a major subdivision. (S'g ature) applicant or contact person Date \ SEE N01E 2 RECEIVED � DEC 3 1 9 - - GOLF COURSE PARCEL N City of So. Burlington ,� i GOLF COURSE PARCII. D ` ( FA MAIIBO% EASFME/ 20 FOOT RIDE DRAINAGE I 1 FAVOR CIF NanEowlERi HOMEOWNERS NT N ASSOC OF PHASE R A / J /' 4 ASSOCIATION HOIEOwIEftS ASSOCIATION I � i O R-27Q0D I I •�; �, � II s 71'3a'3a' w 1 I (/1'�� L��{ ��JJ 2'It W 1 A ----------------- T --------------- -- ------------------- I 47.1a' 11 mA bl Q y I t. SEE NorE` I IIII 1 OA4 C. ' ILer AinWon W. I I I C �' s n3IF35' w GOLF 0C1EilE: PARCEL D I L.- ea.m' s a•4a3o' E R�3a0.00° iO• s 1M•4n•w r A �I I PROPOSED 10 FOOTEASEMENT T I I ELECTRICAL POW TO MOUNTAINGPFiN MOUNTAIN TAN POWER CORP. � I I h I M' I I` N M rn 1 � I 20 FOOT WIDE RECREATION I PATH EASEMENT TO CITY OF SOUTH BURUNOttIN I8-j, Lf I I I I I I I I I I I I I I I I L�0a.4a' I IN -af',Z.� S 353er40• E j w, �I� �7•* �i �RC, 'iQ�7q Z\ j*\ ♦`ti70 11tI a3 R-32 7'L.42.0 FW S77401 wTH EASEMENT TO ITV 3�PAT tIIM320.00' �_______________________________________ L+ ` --- p i C �♦ r � 1 0 I / / ? `�•• --- -------------- � r PHASE; '`Y\. --- -------44 -------N 0I35' w 5O0.a1 —- - - - - - - E_, RElDEIIi1At ` IXISTNG 20' AIDE PEDESTWAN TaERINc EAS-' OF 90VM BUfWRRiT011 --- ` PELECTRICAL RPROPOSEDI0 FOOT WIGE2 20 PROPOSED FOOT WIDE \`� EASEMENT M STORM DRANAGE EASE/EHT GREEN MOUNTAINPOWER CORP. TO CITYa sounl NWARMIM117N PROPOSED 20• WIDE PEDESTRIAN MEWING EASEMENT ACCESS PFIA�:mwI�.�A� ` \ RiRRe NFL a" COURSE PARC4 F PROPOSED 20• WEE DRAINAGE EASEMENT TO HOMEOWNERS ASSOCIATION LEGEND I PROPERTY LINE -------------------- EASEMENT LINE V & mw IRON PIN FOUND WA1H SIZE NON PIN FOUND WITH SURVEY MARKEIR E 4'x4' CONCRETE MONUMENT FOUND ■ 4'x4' CONCRETE MONUMENT WITH SURVEY MARKER I To BE SET ■ 5/8' REBAR WIN SURVEY MARKER TO BE SET EIAENVELOPE I - _--__-___ REFERENCE - REFERENCE LINE ERE _..-___-. - - TIE UNE CMA►ArWN + ! ■uRLINOT 3H"-uRNe / soLm4 ■uMUNNnoN WIWaTON SCALE: i' - 528V 12 I' 24 0.40 AC.I . _ 0,41 AC. _ 1r1 I CaOLPe COURSE ROAD OF � r---- 90jo 1<; 91 I O as Aa F� 1A M I_ _L—___I* E N Or45'30J 6P.Do I.G6e S ar45by E N ar4a'ao• W _J_ -�--- 114,08 1}o.0�e S �� NO PROPS 10 FOOT WIDE PROPOSED 20 FOOT WIDE I06.06•' ELECTRICAL EASE4047 TO STORM DRAINAGE EASEMENT GREEN MOUNTAIN POWER CORP. TO CITY SOUTH RUR111GTON IS MAILBOX EASEMENT N FAVOR OF HOMEOWNERS ASSOCIATION GOLF COURSE PARCEL F 1. Boundary 9urm woe performed wMh a theodolite. dectronic dleterwe mater and a AM tap. 2. The1 oed to astow aFNcd north dFtwmkwd by motor observations onsqftr6w ow 3. Oaf Cawwe Road b to haw a 00 foot wide right of way and be dedbated to the CHy, of South aw*Vton. 4. RPW to plate of the CORN floe, shoats 2 Ihm D for oddNond Information on Phase 1--. a. llhi. pored ► a portion W tlhe Eoerwnwu Forme, Ina. pored, nhrenw vdwm N. ppaopperea 444-4M. Rehr b plat erhtRW 'Eoarnarrhau Farms OoIT Coln Not - Southeast PoraN - Property of Eoanornau Farm.. km-. 9wet 2 of A. dated Moy 19ft Irepoed by OM DVkwwtV Associates, for perhwter bwundory khhnmllon. & A rWoorded eoserMnt for the eWY■IG bb path wam not looatad. 7. The 20 hOt wide recreation path ewnent to the City of South Burlington cri wliy rumeq daq the west Fw of lab 117 - 120 Is to be M000bd to Gaff Cowes Parcel D. The find Woollen of the eaenwnt We be determined by the bootion of the path 'ae-bit". 1 CERWY NAT MS FIAT 6 aA.Tm ON AND off SUR1rY SNOWFr B CQNS*`1 NT wN EVIDENCE OEM PERUNINt AM Low In WE ON ermw far -• Dols LT'k'd Drown b �SIL Y Date wm 7wraN AFo ovwnwa WIN 11E RELY411E)w}IA a \ Y.SA 27 SECr1011 110.I Chocked by CAI_ Scde _n CHAR ES R. OLHIAM RA.S. 218 Amr d by GRAPHIC SCALE (arlOy) E1O0110 W FA Ma OOLF 001 = PLAT PNAK I-0 - GOLF CCU= 11011E PrANIE IY DF 6001110MOU FAN^ ma (aria) I' - 4jk C & � Ar00ATM W— SEELSUIRNE. ARMONT OF Na 85270 7 MIS egg$ X im a m ni tr N _ 3 ,AZ.10.1 O O P 9. N O ° NO�O+NOOoXFiODVe a�P�g$ls a 4 o p �yCI fg i A 9 Abed 25 R1 fSS gp AI ^N"Y"G .. U; �rs: r�Ic � �y$� It O^_Sa AAA joI; ;gg # .AIa SZCiZ£ SOd 06 ' IDA aals►rarne KLMS A uc moo$ U'- - - �" eovr�a• }� a saran Fpf- CRY 1 OF SOM BUMMIRIM VOL. 2" K& 47-48 p; b E Z m C m Z n s^ .r Z co QC �_ a r __ I � l . r ��ol 111y+1 I � /"X 1 / I \ \ �, HOLBROOK ROAD r I N id\\ 1 I V I l 'RECREATE 20 T WOE RECREATION PAIN TO aTr samN BURuF00twTDN PROPOSED 10 FDOT 1WJE I ELECTRICAL EASNAE/T TO GREEN MOUNTAIN POWER CORP. I I PROPOSED 21Y WE '� PEDESTRIAN VIEWING F SEME 1T ACCESS PROPOSED 2W WIDE DRAINAGE EASEMENT TO HOMEOWNERS ASSWATION ON LOT m PROPOSED 20r WIDE PFLESl111I1N VENMO EASEMENT TO CITY OF OLW414TON ALONG EAST PROPERTY LINE MY WIMX PARCEL F VOL 407 PINS 46-48 OOLF CODE PARM O WX. 407 ADS 46-48 Ka.. sad PC, 7/ �- ArOTE 2 PROPOSED 10 FOOT WIDE ELDDCNeCAL EASEMENT TO OWEN MOUNTAIN POWER CORP. 89 \PHAK 1-6 OW OMM PARCEL F KY. 407 PGS 46-ICI VOL im PO I I THAT THIS PLAT WAS DISTIL MY AS \ RMSIOPREPARED ON AND IS BASED ON RECORD NEgMaR. FIELD RECORD EVIDENCE, AND OTHER THE RSU MFSHOWN A THE RESULTS SHOWN ARE CON98ENT H THIS U m INFORMATION. THIS FLAT ME WITH THE CFORMS REOUIR REOYION 14 3. OF V.SA. 27, SEC RECEIVE DEC 3 City of So. Burlington UMUM MAP SCALE: I- - 9280' ' N01 t 7M bad@ of Mb m"Yblcn eoe a bwidwy runty gZfmnwd MM o Mwedoft deatronlo dbtmw nwtar, and a steel tape. Refavrw VaL Jpapw 70 - 72 of the Ctty of SauM BurRlgton Lad Ra ardL 2 The S@pwDgWlge2O. relerrwed to wtra cd rmU detwmiwd by WaiteraWawU= m A Golf Cauree Road b to have a 80 foot aide right of way and be dedloMad to the CKy of S-th BuH qtm. 4. Rdw to plats of the emu tttb. E1leets 2 thru 7 for ad VwW Wi%rma ton m Phoss IL S. lb— lob ore the —.W phew o1 a rbdMd- of rAdd-W Pawt 2 asyshwa m a plm Aeeoolotm RefaWweF Val. 300,, ft 71 and VoL JM. Pg. 81 of the Ofty d South Sur Land Records. LEGEND PROPERTY UNE __________ EASEMENT UNE SN-mawRON PIN FOUND WITH SIZE sa RON PIN FOUND WITH SURVEY MARKER D 4'x4' CONCRETE MONUMENT FOUND ■ Vxe CONCRETE MONUMENT WITH SURVEY MARKER TO BE SET • S/B" REBAR WITH SURVEY MARKER TO BE SET SULDING ENVELOPE REFERENCE LINE - NEW CORRADOR GRAPHIC SCAIZ I� U\ I� 0 I I i I I PROPOW 2C F00T WIDe RECM?= PAIN TO an so" euRIINOTON II J RWPOW 10 FOOT AM -� ELECTRICAL EASEMENT TO EEDM MOUNTAIN 1041 OORP. I 1 to , HOL 1ROOK ROADT x \ \ O ' ,X I i I I �I% u/ QO •\ YO � AL \ J 17 GD a44 At am N GOLF COIEIE FARM D KL 407 PISS IB-a /EL JW PEt 71 �1 j11 i7 AO a�d`rI ./ j aH Ac +. 0.39 AIL lag ROPOW PN VE1aNO EASOAEIT I an ` \ r ® / .� '^¢' •4 _'�'-AaTY PROPOSED 2W WOE DRAINAGE WEIMT TO HOMEOIa1E S ASSOC 41M ON EDT $0 <. Ac '1 , \ \ 0.e814 Aa 40' EPROP1 , , \ \ 1 O 111 STORM OP/J�NAOE TEA p [00, //T SLOW OUTH To 017Y SalRM1NOroN IICII TDES; ay "? Aa \ 1 lei PRa+00ED 20• WE PEDESIIUAN V1Ew•IG EA31241DIT ro CITY OF O MINOIIN ALONO EAST PROPERTY LINE GOLF 00MWE PARCEL F KL 407 Pas 48-- a KL aaa P6, 77 Vlm III sEr rare s i / �\ \ PHm 1—G WL 3PE 80 O / / \ S « S' E R-40MW L-ft2r TSID 10 I= WE RfYL EASEMENT TO I MOUNTAIN POMER CORP. RECEIVE[ DEC 3 City of So. Burlington LOCAIM WW SCALE:1- - MW I loom of 116 NldITYNM wm a Oouodary aw@y p�lgnr0 wIM1 a theadomb , •IeolteMMto �� ,adq ��tsps. Retires WL �0. PoOaw 70 - 72 of In CRY of 1 PHM 1♦ 2. The b@mbp a• Mlfwaload to aWaMaldod naM dotwmMd by ada abeaxot4m m 4IL 3m PAGE ao wnbw2' 1ML 3. OW Course to haw a 00 hot wlda r%M of I" od be dadbabd to the ply of a R•loF to plate of the esme BOe, dmate 2 UIM 7 far add on d WwwwUm m Phase L S, Thme 6042 aMI elm moral = of a w8dldden of mM ddlllld Psd 2 m dorm m a pl altRled-iaaMImMOY Fame BaN Ce1am Plat - ttOMENemt ParoP prapaM by pN Fn�mlr LAmodolm OW daR I - Val. 38% ft 71 and VaL 301, Pg. h of tlm pRy d BouM 6mRq ♦ PIIM 1-6 ♦ WL3W PAGE 40 M i 0O i i / N u'32'4MY w / Sadd i / l�.E�3.aGa7D' j GOLF 01 U PARCEL F NL 407 POS 46-48 TOIL JIBE Pa 71 I CERTIFY THAT TNIS PLAT WAS PPVARED UNDER MY SUPERMSON AIM IS BASED ON RECORD RESEARCH. FIELD ELWIENOEE, AND OTHER PER71E31T INFORMATION. THE RESULTS SHOWN ARE Cp19SIENT WITH IRIS IM ORMAM N. TONS PUT CONFORMS WITH THE REOUPWADITS OF V.S.A. 27. SECTION 1403, LEGEND PROPERTY LINE EASEMENT LINE aYw' AB4G EON PIN FOUND KITH SIZE PON PIN FOUND MATH SURVEY MARKER D 4'x4' CONCRETE MONUMENT FOUND IS 4x4' CONCRETE MONUMENT NTH SURVEY MARKER TO BE SET • 0/a' RESAR WITH SURVEY MARKER TO BE SET -._.-._._.-.-.-.- SULDNO ENVELOPE _-_-_-_--__ REFERENCE LINE VIEW CORRIDOR p 1N FQM '3lwf1413NS L0'O/Me -N 4.".m �- AO v�Wv 133N5 iIva blvo� •N IM It .00 - .1 w"s NTr '(q P-4- 0 . � L 9 --Da L 1 WO 'LL Y'S3 a0 S1N31DYIf1A3a WWM MM 10 a v.xw •wa su NIM Map m 3NY1 ara SouNOLLVNIp33 SNL NLM LI01lMSN0a � -N °01 In 'NouvlaodN uuua3d Ow VMW.L 'OY 1ID0l�nll — N WN a3NLro o« 7MDS/t3 ivin 100 am Mal f1 MMM OS • NV OWAM "a Q36VS M aNv Nolnnaldne AN OW ORNcOad SVM LVId MILL IVIU AAUM 1 (am a ) 2vos OULMs NWa M- - - - - - - - - - - LJ,?ui .ina 'QC 10 3.VMN3 ON aVe --- - - --------- AS 3B QL MM" A--*" Mm avm ,S/0 • C 431WM k4%" N1M LKVMNDN ]LM q ".f M 0WVJ 1113MMOPI 3LT"M .I..t D a3MIM1'1 A34alIS KM OMto MIS N1NW M �M MIN IOd NW NOWM »w.v 3Nn 1N313SV3-------------------- 3 A 13 Di'l 6• 3N'I Al)- WMaw 3Nn Ala wma 0N3931 'SV. CIM YOl *I9W ..Oe� 'alIM p Ic �M1MMY 71•uM.w VMuasMyi N1M�M i.41 ag OE Y AW WI W LL .O.d 'M VA I P.PM.0 ." wuoL ^eulNgs�i to L1+.mV qp"'a IaN� .s a PR�PINiI �� L N�V00L ONYNM o w Pe4--- aM at K oo nM1 Y U*RMUOM PIMIIiVe �l L p L PIM 9 naR l q.M� %M GI 00 P 4.0 % MMa Y I-ASAD AD wo as V40V W 01• AM VP LO U& .14 110 MMV W It 1� .p01M io. tpu1VW1 T w wglst+MP MIN LV MINIMYM�V V1MLL PAINaMq.s o{ MaMIM .o W AWL Z s M�IoIMi 1Ws s .sM M 'tea w-wvd [w • LNINI.(J Ml ¢I. 4W 1e N09 Wt 'l a MOM _3I �L� AO'OLZ�01 • � 3 A3AklfLB u AL 'Aif -331 aarloo moo a 1wwd aw w A= 3 .» tAM ca s i� --— -- ' _-------------------�Vi'Q------------ .SMaI.LE Lmuuoa ----- da00 vied wanQL lVJIa1A313 - — — — — — —� 30M Lood Ot u34oaoW - - - - T NalON9Ng NLIIOS ALq o< .-Y 1 N0.LSMLM NOLMUMaM HLM 3JDDNvu°aa l3MLaloa°!s NOmiNnM11M 30M aaw oz a+3oaona / i� i ILLIIOs rov sn �A ' �... i al r/ / // o > i • 1 i �jl � / -- D10Nf3MM • / y� 1 � NOlON1 E NIg6 30N1 1�J3/�OE�' ' 30M IM OZ 03W.101 d � �.�• j 1 I j>a i rov can !�" \ ,, , I '7d I I iO!I ,I'\,I I \ ♦ \✓/ �r �� .diLT1 — i►'SVZraa it \\1Y I 1 . �►;\ i �i� l 1 M .9►lYlO N I 1 taw�l III .fCLS l I l i .O0'OSL-a I I I \ 3 .90AGZS S ' _ /avo 3 ZtA 4.L S40 I I I I I I M 9014S4SN rov wQMW .<y I I I i�/ .#.�Icta•.� RM4 Ji 'M' j M so At•ca I I rov a.n I ofood N M Nam 1"HOM ivawoor" I I I 33M L00! 01 03104aad I I i' � 1 ` • � � \ � mAl� I III V I l \ 3 .3ZAGSG N III o I _ a► w u/ 20. u w �a —J 3 .e► a 1Mwd swloo Sw CaMMS �• © e'YC\Fr 4�i I I I A0'SY-] i MUG AO•.L-Y NOLONl.18 lILIIDS Alp OL L.V 'S9 i 1113a3la1 M AI,L..W N i � 3M 0M 100! OC A39odowd 0d011d i 'I• arcIrcur CITY OF SOUTH BURLINGTON �p Subdivision Application - FINAL PLAT 1 ) Dame of Applicant JAM Golf, LLC Vermont National Country Club 2 ) Name of Subdivision (Formerly Economou Farms Golf CaurrQ) 3) Indicate any change to name, address, or phone number of owner of record, applicant, contact person, engineer, surveyor, attorney or plat designer since preliminary plat application Revised the proposed pedestrian path location to the west side of Lots 130 - 134. 4) Indicate any changes to the subdivision, such as number of lots or units, property lines, applicant's legal interest in the property, or developmental timetable, since preliminary plat application: S) Submit five copies and one. reduced copy (11 x 17) of a final plat plus engineering drawings and containing all information required under Section 202.1 of the subdivision regulations for a minor subdivision and under Section 204.1(a) for a major subdivision. 6) Submit two draft copies of all legal documents required under Section 202.1 (11) and (12) of the subdivision regulations for a minor sudivision and under Section 204.1(b) (Signature) applicant or contact person November 24, 1998 Date VERMONT NATIONAL COUNTRY CLUB November 24, 1998 Joe Weith Director of Planning & Zoning City of South Burlington Dorset Street South Burlington, VT 05403 RE: Vermont National Country Club —Highlands Residential Community 1227 Dorset Street, South Burlington, Vermont Recreation Path Dear Joe: Enclosed please find a revised sketch plan application for the recreation path. This revised location reflects a portion of the currently approved plan and portions of the previously submitted sketch plan with the pocket paths. We have attached a plan that reflects this proposal. In summary, this submission is made as follows: 1. Recreation path will be located along golf course between Hole #15 and residential lots along Golf Course Road. 2. Balance of path will be in green belt along Golf Course Road from Fairway Drive to City Park. 3. Vermont National Country Club (VNCC)!Highlands Residential Community (Highlands) will construct pocket parks (2 ea) adjacent to Recreation Path near Lot #80 and adjacent to recreation path in City Park. We will create two panting spaces adjacent to City Park. 4. CityNNCC will coordinate landscape design along Hole #15 to maximize views and improve safety for path users along Golf Course. 5. City will provide VNCC/Highlands with indemnity agreement equal to that provided to Burlington Country Club. 6. VNCC will provide appropriate signage for Hole 015 area. We appreciate your efforts and patience in bringing this matter to a positive closure, Sincerely, VERMONT NATIONAL COUNTRY CLUB -"T"Irl / John Magnus `I227 DORSET STREET • SOUTH BURLINGTON • VERMONT 05403 • TEL: 802-864-7770 • FAX: 802-863-1795 NEW �+ ` 20 FOOT MIRE S1RP I TO BE DEdCATED TO 3 TtE CITY OF SOUTH �I 1 BUMAGTOH , 1P,; d:0.a7 ACRES A.F. AI B.W: SWELDS I VOL. 141 POS, 300-301 1®I � 26' Wim- VOL 1MI 42 POL 185-187 1/ 1 EASDO/T (SWYE TO H PLAN VOL 105 P6L 16 1 I ASaIICIATW) (MtAINAM.. I CITY OF SMITH C } _- I I � I S 074Y46" E N 82"125` E B ,. I 1 �•1 S OT47 49. rr' N 8212'15" E .� 13869° � I.F.. KAY at N a2z44d W N.C. MEYER za o9° VOL. 352 'GL 275-276 S OYtS'40' E 9.26' d`,4" qy T1D S16OU45" w n4- S 0211'ae w S 82 WOW ww6aw', r 1285' H 21'14'35" E N 8212'15" E MOW N or4745" W 8243' PRQ�OS'ED 30 FOOT NONE SEWR • WATER EASEMENT TO a1Y OF SMITH GUMUNG10N 151.80` S OW471 d' E 65.ar R - 79.0w L - MOM S 7r36'10` E 257.W R - 4MOV L - 281.84• W RESIDENTIAL v PARCEL 5 � M,w I t15.17 ACESCOURSE Y 4+' PARiE" H t0.47 ACRES / B� Fv +S/ S 85'20'06" W 8t 158.03' 5 95'44'40" E 80.21 -d 490.00' R-3W.00' L-157.52' .n rmr wuw'� rj S M 15" W N 0514T58" w 5 ds 1� 2a3a 14542 ` PROPOSED 20 FOOT MIRE RECREATION PATH TO CITY OF SOUTH SIRtg&Mt N S 2T38$Y W 130 03 R-33000" S i9'20'40" E L-14o 08' 6&93v S 3941'35" W '�•� ut 81.92' S W445 E 165.74° N �E 1-187.08' h N S 06°20'30" E CwAhtPLPL BI.ME - Alw 80.00' - - 30" W _® ,g ama01rw2=ArL._ *�-_. _. � 2240 " si '_ 07184 «._== 298.8Y 1 o.w roc EURLIwaTt7 to r av GaCtAArm sweLEURwE aRDSN Mota4rAE PEER CDAP._ siaat ORAN4E� EASEMENT WIDE n� �aPROPOSED P .3 P. H 71A. POND EASEMENT TO TO air OF 90UM 9Lmm"Wo M1" t4,40 ACRES 1 VOL 94 L BCt42 fd6 1 PARCEL 4 ; SEE NOTE 2 HeMEofsaes A890CIATkN I n Iz t3.75 ACRES '`�,...--.••% PROR1QiD 20 FOOT PROPOSED 30 FOOT RIDE / r M ` ~e, SOUTH OEM all WAIN EA,FN01T _.,,,._ U `.,Y .. Ta txll' of Wilton"ITTO CITY OF aou1N SURIIGTpf�� ,,� \.. .,,,...,...� Ruw6iTOw P 20 FOOT Mtl[ ��4B r` a' w // 3&80' o�.,...•,,. N jiW56" W WILLMTON SEIER EASSWIT \�f2„ .,`tom. T 3.71' TO CITY OF SOUTH SURLEKi1dM '4 85• " M of•4y 1.,-._ PROP'OED 30 FOOT VIDE SEIER R MMTER MOMENT CITY OF SOUTH 5 -- __ r `L e. aOr OONSE VATIOH . ( - .,.,,1 AL2: 1" a a280° ^s er " w y, o Th YrA C. ; 0EE NOTE 10 \ , ``-r O n• 5 49'44T16" W PMOPWm 10 FOOT 1MOE.,, 88.83' `"`�...-.� h nAL P 'Z RENM ______..__ CITY OF �U1HT BURUN010N H " W Gi - -ONEILvm 1 9J LAEE»t1E i6A66 ACRES Q9 OW COURIE PARCEL D 1 &7 FLL AND 3 412,414 /t �` ✓ *�'� AC1EB th1 65 R.G. AM 1H. DIFEROINANOO ...•"" M. AM S. SNOW 251: 38 -344 ✓ 1 BUM FAM OWNER VOLUIY PAGE r 5"r0.60 26 HA AND T-k HAR1989ON 316: 660-WI 3C* ( N -'0'15'85" w `�,.. R®Y7 ®, A E° ✓ --+'' "'"' s ,~, t:a �32',lp 5 57"SY"25" E 27 NICK TA AND A.E.a EUPP 2- p 153.11' 32 S. 3 201-20a > t-15e.YY S, + ✓ aJag W 3a J.M. AND S.F. LEAS 310: 448-440 � � ,,,, y54.a '- 34 WA MAL 36a; _ _ �S 08'36'os' _ ! eb'T o w /""+.38 1 511-700 aM.57� all 513 36 A.E. AND M.L. DRAWN 5 7138'35" W S 81�030" E 22 S. AND S.L. LOVEJ01' 369: 506-590 48.57 R-20D.00' 42A W,J, AND P.L. CORRIGAN 3E: 4� 321: 33a-337 N 35'S8°40" w 4204' R-320.W S 08'21'15" E40 �'7� ... P, E C E I 284E 2E-21H 4a GA AND C.L. BOURIIEA I 30 S.J. AND K.R. PICARD 30Ea 311-313 as d.J.,, S.K. AND J.K. g1NLF1aVY 279: 434-456 L 4207 1 NOTES N Ro*wft cbtmm rrater and a sued 1. Batrndary SMl'eY lwoo Pod w" a theedalR al 1�36.wPROP`E` t� «W"-"m `4$„ ,� S ONN EASIDMNT 885.13' (� 5 Q NOV v 2 " 1�9V 1 2 TA. beaHn6e 41+e reNrenad M OMranambd tNrNl detemhled by ado' aol°T°• sN, Ssptwnbr 70. 16�. 10 CITY OF SMITH SME9M9T011 i way -1� Dorset VolumeSt�tpo9a 12-13, doted M� t 1810. dvw mbW by •d t9 manumof way se per Town of Ballingtomi �wlLntNn '}t, FOOT a 1 �,.® '"d.. ta.9T0' -'-geaid " ► • • ••'" }'� -to O the w teHM Of tbs tTwAledpertlon• yLRL±-270.W the �f t MADE N 'lu M l Y �f �. , t 1 M IM bt itwot ir+ytM dETaw l.mt Nun. 12 me 1 am OAF 3, 0ton pq. ErACRMCIl. T TO aim MOUNTAIN POWER CMP. Ip�� ���+d00. rI, PROPOSED 20 FOUT *09 T ' p6. M Ewa wtd+IhMd�don6 ttia R» In I OWN""" Taws Of WMhgOm N SC41'35' E 28.40' I'IIIi E di �� li I f� PIIOP0El1 BO FOOT MO[ TO CITY e OF SOUTH BURl1MTi1N�,,- %�M INdI Vti. 1, P0. IL wog not Mad re¢afdOd where /11a 1142 It saw was 1"Howardd W Shidde Edda° WOM r"A OTeoordwd. t� Is a of 1670 4w4" -% i A MIO[ "' '� - - _.�' f .-- /"� --_- - '- __-` - - \ s - __ _ - �"- - -- - 'o 1 plon�wroed Rile the wow rw AN&* by DA CeMMwn Go irwwrt as O plan Roo O�uL - ReFMim •A' - Oawt . raoadsd h Vd wm 14 159. "in plat don not A. MmLyow E I PRaPo® VOL 94 PGS° 375-377 1 I T�� tiJ II 0d1Y CITY CIF SDUTH i VOL 96 PITS. 324-321S sEa<Nair 4 ! aliNi JIII of COURSE 1. I� 20 FOOT MOUE RECREATION E70S11/0 PATH 8 i PAM TO CITY OF SOUTH TO EE RELOCATED 111111.00 A 1 w 9EE' A1D1E 7 --- FEW LOCATION `.\V` l 1 "lilt 4" P pSit S 11 0714'IX/" E ail J.L MARCEW I LDT 52 1 LOT 50 `LOT 46I LOT 461 LOT 441 LOT �t LOT 401, LOT 3a 11 `LOT 35 `LOT 3411LDT 32 `LOT 30 `LOT 26I VOL 163 POS 29-30 1 V 1 V 1 I I BUTLER FARMS HAL AND M.J. DUBCW PLAT Va. MO PG. SO VOL. 30 PG. 417 SEE NOW 8 SEE'NOTE 9 ` LOT 25 LOT 62 LOT LOT 64 LOT 27 H 64'48.40' E 1 match Ora Abbott Plan. fn Mooch 01 1071 0 " Of latd adj*" this baM Rre ea.a3' 1 a1d to the South was am to the CRY of Ba1tt POOL 324-5�. 9t Aft o! ion it Lamas prwpand a P1an��Nd01h RwMion C" plat Plm•. reoxdod In plat Vdume 10% pg. IL The boundary dtOwn z I to M basil on recolared moraulla"Um that mdolm the Cdbwn R zz plate. It o roman ndad that this the be gut claimed with the CRY Of South Burltnplm to cereal the Uncertainty of the road boundary looctim- •.`\ _ _ _ ._._.�, Nat 0 waa f", dat6 fM Somberly bounde7 for the hd vMud Iota In the Sutler \\ ._. Fame aid Oct Creek rjb& M won The b %r4wy shown la tom the found owner `"�-- ._m urnarrbsUon of each albdhislou 372 Y • 6, ThM CIO Mat alderS�� we,,er dedkated to MS City ctSouth Mrrlh6bon `rW*sfto V81um• 2M, pllp. �ler-err} It ww not fourd when 9,s CRY aomepled the dodlod'on. .-..•'� //'''�_�. • _.�` 7. A reowded swernent la' the etds4f19 We Path wa not located. 444-446 to z 1L Two paad M e partim of the Imde daalbad h VokUrNr S1. POE• ac' CONSERVATION zprE 1 EuaramaS F. Ina STREAM SUFFER t Refer to Shunts i and 3 for additional Infer natlm on the ranatnha EcammoU FamS. 1 l Im pwo" { 1 lm information far U» lonation of weUanew was prodwer. provided by Eewmauu Famha. No Mid t om.^-."".•,. Well, what re post to that looatlon was and maim by OW Englnw Anodabs, Ins- 1670.85' t 4 1 CITY OFVa� �. 47-4e BURUNUM GRAPHIC SCALE LOT 6a t t CITY OF SOUTH VOL 291 POS. 211-212 IFGDQ oLm e6\ t h roc > PROPERTY UNE yyy�/y� �!w L lwob - 1y60ytL� -------------------- EASEMENT LINE PLAT VOL 285 PR 122 iM16Ma91 fr� O COUM "I _£ MOW 6 - ArL7SSt SxwAmr rAM1 rAw1Mer1 6,%- AER4R IRON PIN FOUND WIN SIZE 1 er 61,911 sE IRON PIN POUOD NITN SURVEY MARKER I COWY *07 nss PUT 6 BASED ON A/D 1W "WY ® 4"W OOEKREIE MONUMENT WIN SURVEY MAC TO BE XT SHOWN 6 � EW009c owawffiff'ORMr.ElrrrmlT Dab Ch1i< [taFwt by M REOWat rsRM AND mor • 6/B" REBNt VAIN SURVEY MARINER TO SET tfAg ......................... 00' CONS:RIIATION MWISTREAM BUFFER/WETLAND BUFFER v 27 secDffl Max � � by -... ..-- SiREAIA LWE puvaL5 R. O OHM R.1.5. 216 _-__. aye bI t�;*s11• � r M 4 e Soda 1" ®151Y ORS 860MM AWM', ®' i f 1 I North Native Grass & Wildflowers ^ \ ' - 1 ME Mow Annually New Promontory a View of 10th Tee, Fairway + Adirondack Mtns. C * Enclosedang bove Fitted I Boulde de rs ' o U * New Bench + Trellis Planted with S \� Fragrant Flowering Vines — — — a O �, /// +� Crushed Stone Floor 2E• OAK 1 \ 12- DRAIN G' f 12* DRAIN New Shade Trees (typic - I 1 \ 1 , 16' OAK �� • 31 � 28 / New Overlook Access Walk \ * ZZ Slope II + 30 a Native Grass.& Wildflowers lo• oAK ro• Mow Annually- �. a New Redtwigged Dogwood Shrub ` \ * Naturalize Edge * Provide Wildlife Cover M• 1 / 4 Separate Bike & Cart Paths �r Provide Winter Interest r � 10' [NJiT O // I % / ✓ r + / / la• A5M 34 I CITY OF SOUTH BURLINGTON + r Existing Grey Dogwood Shrubs Gft. ht. / to Remain Undisturbed GOLF CO , 1 / PARCEL Fuh New Shade Trees 1 1 { eoarate from Bike Path RECEVE DEC 0 2 1998 ' Remove Short Section of Cart Path 1 Cltv Oi 71. Burlington I 0 10• Vermont National Country Club & City of South Burlington f Schematic Plan for Overlook Terrace Near Golfcourse Road Grime scale Michael Lawrence Assoc. Landscape Architects Essex Junction, Vermont August 30. 98 q3 o / North J 6. �wn ., a 1 eare I.a O / • Maintain as airway' / • Relocate Buckthorn to ,' ` LDS 3%caw + Create View Corridor O to Lake + Mountains ,err aw ° i ! Q r / % z w• rBBfd7M ' Box �Q O New Pear Trees CtyDicaD Place for Safety. Privacy / t + Screen Rouses to West ! t 1 Terrace near Ancestor Pea `Tree 1 • Prune Lowest Branchgs to Accomodate Bench • Utilize Large Boulct'ersl to Define ! Edge of Terrace + Golf C7� Path + , Plant Base of Tree i with Dppf fodils + DaylilieV Low,Vaintenance % + errace - 12'xl2' f ' • ew 11th Tee + LpKe/Mtns. f +� C shed Stone Fedor + 1 l / ` + t/ POW Tros loth GREEN 0 L 1j / ! a KAwnim V ASH ti' 3. 1\ p t � O Q O \1 a , ti � f � nAwrt+aar � t 1 / O , C t Park Access Walk , OLCKMO N NBBrr1TtON , ---•� Y eoNneoL eox �HEor�teow DOGWOOD Or O f O Lawn G -Ass ' IIdfIowefs t � +� Mow Annually , 4LO \ ` 7ELEPHONE _ lkptic tp� °� DEC 0 ? 199E O ocamtaeorss �� d o / s e -- `'Goy f - - f G� o io• Vermont National Country Club & City of South Burlington I I a Schematic Plan for Overlook Terrace Near Fairway Drive soda Aupwt Michael Lawtence Assoc. Landscape Architects Essex Junction, Vermont 30. 96 / North, 2-4- CAMARS / O / / 'f / tP4' Existing Gravel Path CFuture Rec. Path),., CITY OF \ 1 j SOUTH BURLINGTON l\ 440 1 \ \ axxmaa \ 0 - 0 \ \ ike Path Link To Park Rd. Grossing + Overlook Access Walk 42 _ \ l i � \ \ \ \ \` ._ "- \ \ e• CEDAR New Overlook Access Walk on Existing Gravel Drive 44 \ \ * Regrade Bottom + Center BUCK" , \ O o MXXTFIORMS 1 Existing Ledge DAR I eA To Remain Undisturbed l \ LOT 109 I New Overlook 450 I * 5 Feet Above Existing Grade *Defined by Fitted Boulders 1 * 25 foot Diameter Space ( I j° * Approach from East ( I e• „� * Vista from Whiteface CSouthwest ( s to St Albans (North) * Open Wooden Arbor 51 + ' Planted with Fragrant V' s Above Circular Bench + it Crushed Stone Floor s + i New Ornamental Pear Trees * CTypical) / 54 j 45 52 53 / J IExisting Specimen Pear * To Remain 4 / New Walk - / _ 442 — DEC 0 2 194$ * Grade to match ex. Gravel Drive to cmnie / Of o to, Vermont National Country Club & City of South Burlington I a Schematic Plan for Overlook Terrace Near Park Road Greptoc scde Michael Lawrence Assoc. Landscape Architects Essex Junction, Vermont August 30. 98 i ttC North Native Grass & Wildflowers ` \ ' l * Mow Annually a j ,• ti New Promontory • View of loth Tee, Fairway + Adirondack Mtns. C ` • 3 feet above Existing Grade ° • Enclosed by Fitted Boulders�/ • New Bench + Trellis Planted with s ` \ ?� Fragrant Flowering Vines —" _ — — • Crushed Stone Floor W, OAK — J / \ , iz• DRAW,p 1 / DRAIN New Shade Trees (typical) / ' r 12* \ 4 i 'a8'--VALVES i 16' OAK M, _.�% r 31 + 28 i New Overlook Access Walk • 2Z Slope j30` o 1 f Native Grass & Wildflowe s a. 10' oac b. Mow Annually New Redtwigged Dogwood Shrub I \ • Naturalize Edge 32 ! • Provide Wildlife Cover 4 Separate Bike &Cart Paths i8• crnwer • Provide Winter Interest W AS" 34 I + CITY OF / + SOUTH BURLINGTON I i + /^ + Existing Grey Dogwood Shrubs + \t • to Remain Undisturbed \ GOLF GO PARCEL F New Shade Trees d ,\ ' a �eparate trom Bike Path E C E I VE D J DEC 0 2 1998 I Remove Short Section of Cart Path ON 0f t i o 10• Vermont National Country Club & City of South Burlington F---1 Schematic Plan for Overlook Terrace Near Golfcourse Road try Scala Michael Lawrence Assoc. Landscape Architects Essex Junction, Vermont August 30. 98 _ -- TEE North Native Grass & Wildflowers * Mow Annually G 0��- New Promontory } • View of loth Tee. Fairway + Adirondack Mtns. C • 3 feet above Existing Grade ° • Enclosed by Fitted Boulders • New Bench + Trellis Planted with s \ Fragrant Flowering Vines — — — — s — — • Crushed Stone Floor � cep 1 New Shade Trees (typical) ( \ W DRA9 4 f � 1 ` KSn' �' VALVES t � 16. OAK • 31 ' 28 NeNv Overlook Access Walk * 27. Slope + 30 o , Native Grass ,& Wildflowers " to oac Mow Annually New Redtwigged Dogwood Shrub Naturalize Edge * Provide Wildlife Cover 18• c+oer , ate Bike & Cart Pathsar * Provide Winter Interest � Sep Ur Burr o I W AS" 34 1 � i i i f CITY OF / SOUTH BURLINGTON 1 t / 1 / t Existing Grey Dogwood Shrubs G ft. ht. + /, GC to Remain Undisturbed FAKVGL r - — -- -- ---- a JRelocate Cart Pgth e=te trnm Bike Pat P. F C F! V E D i 0 EC 0 2 1998 Remove Short Section of Cart Path i O 10, Vermont National Country Club & City of South Burlington f —I Schematic Plan for Overlook Terrace Near Golfcourse Road Graph sGzde Michael Lawrence Assoc. Landscape Architects Essex Junction, Vermont Aupust 30. 98 b//I\��i �i� �� North.- //e'� � Z-V G[DARS Existing Gravel Path V �, / f i i Q CFuture Rec. Path) CITY OF 5OUTt1 BURLINGTON \ \ 440 \ \ D 0 _ \ \ � / ike Path Link N, To Park Rd. Grossing + Overlook Access Walk 42 G' =AK \ \ J \ C' GrDAR �\ `'y New Overlook Access Walk on Existing Gravel Drive 44 I\ Regrade Bottom + Center ` \ s C - \ Existing Ledge \ AR To Remain Undisturbed "` LOT 109 I 450 �— New Overlook I * 5 Feet Above Existing Grade *Defined by Fitted Boulders f 0 * 25 foot Diameter Space ( I * Approach from East ( j 61„ * Vista from Whiteface CSouthwest to St Albans (North) 'i * Open Wooden Arbor 51 + Planted with Fragrant V' s + Above Circular Bench * Crushed Stone Floor s + New Ornamental Pear Trees * CTypical) iz- max 54 1 45 52 53 Existing Specimen Pear I * To Remain UP, f RECEIVO) New Walk — 442 �'" DEC U 2 1998 * Grade to match ex. Gravel Drive T 10, ceoat o 10' Vermont National Country Club & City of South Burlington I I 3] Schematic Plan for Overlook Terrace Near Park Road cry 5cde Michael Lawrence Assoc. Landscape Architects Essex Junction, Vermont August 30. 98 / 11 i / i' i North / 2-4- OCWIRE+ lo Existin_Q Gravel Path CFuture Rec. Path) CITY OF SOUTH BURLINGTON Q , /y 440 0 \ / ike Path Link To Park Rd. Grossing + Overlook Access Walk 42 c' CEDAR / \ — New Overlook Access Walk 6' CEDAR * on Existing Gravel Drive \ * Regrade Bottom Center �\ \ �\ , i Existing Ledge i AR To Remain Undisturbed °AR LOT 109 iR I New Overlook 450 I ) 1 * 5 Feet Above Existing Grade � 1 *Defined by Fitted Boulders I * 25 foot Diameter Space i j + * Approach from East ) ) * Vista from Whiteface (Southwest a ���� to St Albans (North) *Open Wooden Arbor 51 + l 1 Planted with Fragrant V s + Above Circular Bench * Grushed Stone Floor s New Ornamental Pear Trees i * CTypical) 12. Peox j I / 54 45 AR 52 53 / _ 1 Existing Specimen Pear / * To Remain / New Walk DEC 0 2 1998 * Grade to match ex. Gravel Drive to • CEDac O 10, Vermont National Country Club & City of South Burlington F a Schematic Plan for Overlook Terrace Near Park Road Grww scda Michael Lawrence Assoc. Landscape Architects Essex Junction, Vermont August 30. 98 43 o o a• rout `` / o North a O ' Cleared Lawn : aancs s Maintain as 'Fairway' / * Relocate Buckthorn to '` CDC 3•.c�e"" Create View Corridor to Lake + Mountains � euucinaa+ ! O + / MACeox � t / o !J� /0 O New Pear Trees Ctypical) ■ Place for Safety. Privacy + Screen Rouses to West{ / 1 Terrace near Ancestor Pear Tree s Prune Lowest Branchgs to ' Accomodate Bench • Utilize Large Bouldtrsl to Define Edge of Terr{ce + Golf Ca�r� Path Plant Base of Tree with Daffodils + Daylilies,' Low.Maintenance // + + AA0 +a erface - 12,42' * ew llth Tee + LpKe/Mtns. +� C shed Stone F)6or + / + ! J / row Tr" ; 10th GREEN O / .�, V A3N 0 + = sucKTMoim O <L oll / a O ! � nAwmaia „,CKt„a„ t, + Park Access Walk + IOOfdflON - . , DOGWOOD 0 HEDGIMOW .. 4 ^�\ + S / d Lawn Grass � � s� �ldflowers , t Mow Annually , `way C P,,ECFIV lk i DEC 0 ♦ umo�t 1998 ILO°0N1Ro� soots d 'OFT ' oU G� o io• Vermont National Country Club & City of South Burlington �—I a Schematic Plan for Overlook Terrace Near Fairway Drive GrWft scale Michael Lawtence Assoc. Landscape Architects Essex Junction, Vermont / Augnt 30. q6 e�3 o e• rem North +r � s �• 0 2' 0IKt1[5 Cleared Lawn / • Maintain as 'Fairway'-' +� Relocate Buckthorn to '` GDP 3•.c w " + Create View Corridor j/ /{ — ` — 0 , \ to Lake ♦ Mountains 1- / , / O J / 1 2 m4' WAGATIONbox r / r �0 o New Pear Trees CtyDical) 1 • Place for Safety. Privacy + Screen douses to West, 1 �1 1 / r / Ii J / r Terrace near Ancestor Pear Tree / r • Prune Lowest Branches to ' Accomodate Beno ' • Utilize Large Bouldo-rsl to Define ,j r Edge of Te7iice + Golf Ca4 Path ( + r • Plant Base of Tree / with Do&oclils Daylilies/ Low, -Maintenance + r +� ecr ce - 12'x12' f • ew 11th Tee + Loke/Mtns. r • G shed Stone F,16or r �I`QI + F / rw Tr" loth GREEN / ! O +� o MA / 4' AS"� ` _ t / ` i 0 EUGK7M0I0V \ A ! 0ol- / 4- ' f Q� a r- NAWThOIN Q O ' 1 c� 01 cK,,,a,tir + Park Access Walk , cams box AP / DOGWOOD ♦r Q e. reor�row O / 0 1 Lawn Grass f lV lldflowers r ° • Mow Annually 1 Pcr ELEPHOW `CAgE,� 7 ELEC OFC 0 2 1998 - O 4 ucarOGcn a eoxts / f :� / �..._ G0 o 10' Vermont National Country Club & City of South Burlington I I a Schematic Plan for Overlook Terrace Near Fairway Drive sGds Michael Lawtence Assoc. Landscape Architects Essex Junction, Vermont / Aupnt Jo. 9b 2-4" CEDA / I O Existing Gravel Path CFuture Rec. Paths \ GITY OF 1 / SOUTt I BURLINGTON 440 aucrcmoRH \ \ ike Path Link y Park Rd. Grossing + = Overlook Access Walk -4-2 •`\ ��` � // /ram, '--� / �- i •\. ` \ \ _ 6• CEDAR 8" CEDAR \' •9�� `•� �` New Overlook Access Walk '.\ * on Existing Gravel Drive '-4A \' \ * Regrade Bottom + Center ` �' • \• '4�6 U I O A � �. —. — �. , �'•�% 3 lh 1e BUGKT11QFd•1 � �\ Exposed LecTge-- i \ - CEDAR To Remain Undisturbed LOT 10ci ` I, New Overlook 450 * 5 Feet Above Existing Grade , *Defined by Fitted Boulders _ * 25 foot DiameteF Space I'M�� � *Approach from East e rFARDrFACFc� ) * Vista from Whiteface CSouthwest to St Albans Oorth) 1 * Open Wooden Anbor 51 1 Planted with Fragrant Vi Above Circular Bench * Grushed Stone Floor 5 f I _ New Pear Trees r' I * CTypical) i 12- PEAR. \ \ _ 54 45 / 52 53 Existing Specimen Pear _ _ 6• CEDAR To Remain New Walk - -- _ _ _ 442-- Grade to match ex. Gravel Drive 10' CEDAR 0 10' Vermont National Country Club & City of South Burlington n F Schematic Plan for Overlook Temace Near Park Road Graphic Scale Mlchael Lawrence Assoc. Landscape Architects Essex, Vermont August 17. 98 North Native Grass + Wildflowers 1 Mow Annually 0, Promontory l • View of loth Tee. Fairway ! C + Adirondack Mtns. ` • 3 feet above Existing Grade • Enclosed by Fitted Boulders r / • New Bench + Trellis Planted with S Fragrant Flowering Vines • Crushed Stone Floor - �V O 6 x ) ice. 28' OAK — = / ,, C 12' DRAM / 12 Oj2NN New Shade Trees Ctypical)IRRIGATION • + • \\ t • I VALVES 16' OAK I , `•• / ,. .,. `? 1 28 New Overlook Access Walk •� ' 27 Slope (i • • " �! 30 o Native Grabs,. + Wildflowers 10. OAK •' Y �, •; ;• . Mow Annually New Redtwigged Dogwood Shrubs • . t • Naturalize Edge ,'; t •' . .•� • Provide Wildlife Cover - — — 32 • Provide Winter Interest 18' CHERRY / ,•" 4'' ;•/, .,' •� Separate Bike + Cart Paths �• 10• BUttERNU1f' ••� - J •/ / • __ - + CITY OF SOUTH BURLINGTON I Z - + .Existing Grey Dogwood Shrubs \ � � • - ` G ft. ht. I �' \ .•' • . ' to Remain Undisturbed �,• GOLF COURSi' New Shade Trees •' PARCEL F ! v Relocate Cart Path j Separate from Bike Path 1 Remove Short Section of Cart Path Vermont National Country Club & City of South Burlington i--10, Schematic Plan for Overlook Terrace Near Golfcourse Road Graphic sale Michael Lawrence Assoc. Landscape Architects Essex. Vermont August 30. 98 c23 e- arecH ! O 2' BIRCHES / Cleared Lawn • Maintain as 'Fairway' ti®ARS / • Relocate Buckthorn to /' 3- GEDAFt Create View Corridor to Lake + Mountains /' -� THORN-"• �- BLCKTHORN 2'x4' IRRIGATION Box O i New Pear Trees Ctypical) / / oRN �RANsroRHER I ORN l Place for Safety. Privacy 1 + Screen Mouses to West/ 1 .' % I Terrace near Ancestor Pear Tree / • Prune Lowest Branches to Accomodate BenGh, / • ` • Utilize Large Bould'ersl to Define / Edge of Terraace + Golf Carf Path Plant Base of Tree / with PaKfodils + Daylllies/ •' Low /Maintenance '• I >� ecrace - 12'x12' r I ew 11th Tee + Labe/Mtns. +� C shed Stone Fik%r / Pear Tres . 10th GREEN / ' • TH F > / BLXXTttORN HAWTHORN I \ 3 / 4 ASH , • + ~ I \ • L_ 1 � / = BUCKTHORN \ . HAWTHORN C) 7. 1' Park Access Walk / BLX MORN' - 1 / IRRIGATION / CONTROL BOX " 1 Q P HEDGEROW DOGWOOD* � • �• ti t , -.� • . . , Lawn Grass i Native ras- + Wildflowers ' •• BucliTlioRri 1 t Mow Annually ` \ • ,' T HONE •, \ ��/ / • CABLE • EVEC a' LWDEN • '• ' • / ' I RRIGATION C •/ OGONTROL BOXES \• � p 2 � -'-- � � ,, �• S e R ° a G ° U r G� Vermont National Country egcub & City of South Burlington �� Y Schematic Plan for Overlook Terrace Near Fairway Drive Graphic Scab Michael Lawrence Assoc. Landscape Architects Essex. Vermont August 30. 98 >•oassoos sow \\ 1 Y OlBI TIMS CART PATH 10 16 O I 17 Tim FAMMY _ _ «! _ _ PROPOSED W 1ME PAVED BIKE EXISTING CART PATH ,= wbtM `PATH LOCATION CURRENT APPROVED , PATH U now oDvISSgpIIp ® O EMSTINC CART PATH e PAPROPOSED 1 UK PAVED BIKE LOCA / I � ! e PROPOSED Ir WOE PAVED BIKE I PATH LOCATION 11 / ® I 1 / e I O 0 C Li 13 ; E IV�:�: NOV 2 5 J998 City o, o. Buri►neon 11-0 ♦ P �^ llrRr LrDLe P�7RN1 RAW two- Mf � 0[ RM GRAPHIC SCALE PAIN LAWAN O OW PAIN LaOILM ® P 0® ML PAIN LOMIM I**-100 01 O Qds® PAIN LOOAmw VEMMT NA7NN& COUNTRY CM PIIOPO D fiE1MEMM PAIN DSY �D EASTW G.- ae OUERUOOK 7ENRA�CE PARK SM Dub. chvd Rw41m D1 n by Dat• gnr.. tfoe SIFT Cl " " by � Sod• DUAL' A A7E1 #fprWMd by Re Na Il�iI }.iZ2: 91E1.BWME. YEDI/011T 101b 130qg 1) CITY OF SOUTH BURLINGTON Subdivision Application - SKETCH PLAN Name, address, and phone yr numbe��//r%� f : &ep a. Owner of record �1, /'l�'�/✓jz Lem Applicant _ C. Contact 2) Purpose, location, and nature of subdivision or development, including number of lots, units, or parcels and proposed use(s). 3) Applicant's legal interest in the property (fee simple, option, etc. 4) Names of owners of record of all contiguous properties 5) Type of existing or proposed encumbrances on property such as easements, covenants, leases, rights of way, etc. 1 6) Proposed extension, relocation, or modification of municipal facilities such as sanitary sewer, water supply, streets, storm drainage, etc. 7) Describe any previous actions taken by the Zoning Board of Adjustment or by the South Burlington Planning Commission which affects the proposed subdivision, and include the dates of such actions: Z�O� 4�( 8) Submit opies nd one red cedreopy (8J x 11, 8J x 14 or 11 x 17) of a Sketch plan showing the following information: a) Name and address of the owner of record and applicant. b) Name of owners of record of contiguous properties. c) Date, true north arrow and scale (numerical and graphic). d) Boundaries and area of: 1) all contiguous land belonging to owner of record, and 2) proposed subdivision. e) Existing and proposed layout of property lines; type and location of existing and proposed restrictions on land, such as easements and covenants. f) Type of, location, and size of existing and proposed streets, structures, utilities, and open space. g) Existing zoning boundaries. h) Existing water courses, wetlands, floodplains, wooded areas, ledge outcrops, and other natural features. i) Location of existing septic systems and wells. j) Location map, showing relation of proposed subdivision to adjacent property and surrounding area. k) All applicable information required for a site plan, as provided in the South Burlington Zoning Regulations, shall be submitted for subdivisions involving a commercial or industrial complex, multi -family project, planned unit development, or planned residential (Signature) applicant or contact person Date `%-- -�p i { i I i U 6mq�J J,110 4�)� 1 - 14, ge I �-� 64�-r A VVYW L, CITY OF SOUTH BURLINGTON Subdivisionlpplicatipn - FINAL PLAT 1) Name of Applicant _ 2) Name of Subdivision W- 3) Indicate any change to name, address, or phone number of owner of record, applicant, contact person, engineer, surveyor, attorney or plot designer since preliminary plat application 4) Indicate any changes to the subdivision, such as number of lots or units, property lines, applicant's legal interest in the property, or developmental timetable, since prel_iminary plat application: C /z• ,® 0 h. -,- (/ - e i 5) Submit five copies and one reduced copy (11 x 17) of a final plat plus engineering drawings and cRntaining all information required under Section 202.1 of the subdivision regulations for a minor subdivision and under Section 204.1(a) for a major subdivision. 6) Submit two draft copies of all legal documents required under Section 202.1 (11) and (12) of the subdivision regulations for a minor sudivision and under Section 204.1(b) fo 3or s division. IV Z,/sj (Signature) applicant or contact person Date CC, zl � H O M E S T E A D D E S I G N I N C October 13, 1998 Joe Wyeth City Planner City of South Burlington Dorset Street South Burlington, VT 05403 Dear Joe, Delivered today were the final plans for the duplex PRD units at Vermont National Country Club. As we discussed, we have submitted these same plans to Ernie Christianson at Act 250 and the concept is that each footprint will be considered a lot and the remaining lands would be considered deferral lots. The one thing that we would like to add as we have discussed, is the ability to build and sell attached screen porches or sunrooms as buyers should so choose. What we suggest is that at the approval process, the Planning Commission also agrees to approve an addition to any of these units of up to 200 square feet so long as they stay outside of the perimeter setbacks. These would be personal property items built on common lands, an easement over which would be given by the association to the unit owner. Also enclosed on the second sheet, you will see are the standard footprints of the different unit types and as we discussed, we will have a licensed land surveyor locate specific corners of each building and then, simply by reference to the page 2 building dimensions, one would be able to figure out the exact location and boundaries of each unit. I trust that this as we discussed. We hope that we could get on the agenda as soon as possible. Please let me know if there is anything further that you require. Yours truly, Robert A. Marcellino President RAM/slm 51 Talcott Road, Williston, Vermont 05495 • (802) 878-3303 • FAX (802) 878-3310 Homestead Design Inc. MEMORANDUM TO: Joe Wieth, South Burlington City Planner FROM: Robert Marcellino DATE: June 29, 1998 SUBJECT: Inverness townhomes at Vermont National Golf Course Dear Joe, As per our discussion, HDI would like to be able to market these Inverness townhomes as PRD units so that the buyers might most easily obtain financing. In order to do this, the PRD would be as shown on the enclosed drawings which also show the three proposed phases. The units are located exactly as where they were approved by the Planning Commission, and what we are asking is that, by phase, we simply erase the lot lines and then to allow the footprint of each unit to become a lot with the balance of the surrounding land to be common. We trust that this will not create any problems. We look forward to working with you on this. Yours truly, 51 Talcott Road, Williston, Vermont 05495 0 (902) 978-3303 0 (802) 878-3310 FAX _Soundary Notes 1. the dnrf 110" of f ~ /arras and the evidence located and exLrthq on the ground w" conpared -01 analyzed to provide a rurd bounday most hdhcothe of Me orighd htent of the deeds and h harmony with existhg physical mcnumentotion. 2 Ifmuments how been set kh and on the ground whw-s SAO- on Me plot of survey where, h the go/nim of the wneror, /t was needed to show o point not otherwise monumwted J Any boundary detrmhotlon, based on deeds or document's recorded h the public records by whkh title or rights were canwwd to the Harnesteod Design In-po-oted or title or rights h /ands of die Homesleod Design I-O peroted veers otherwise dNheated is subject to the accuracy and legd/ty of thaw deeds or documents Nlhere those decumen deeds Or dots am hprgcerly execute of a mottr of Zoo, or contoh errs r cmtsdons h 1xt, r cootaA7 or Ore based Upon rrMlp/J cwcAsA- of /aw, theo the Indicated boundries may not be vita 4. Phe boundry deto-hation and boun67nas shown are aso Jublbct to Me occurocy and legally or Jock of outhrlty o/ any 9-mtor or grantee who professed the right or abs/ty to convey, rece/w or condemn property or rights h the olfec[ed Plop-ty 5. Any dep/ctirn on the plot of sunray of boundary /Ines or other structures exclusive of boundary /hes far Hemastood Design lncupo ted were located by tocheanetry 6. Ole extent of the effect of ode # possesskn or other unwrftten dorms, If there is or rap any, how been kf&n fad where known. 10 that extent tAAs plot of surrey may be subpct to any unid !tired claims or r,ghts. Assumptims her conrsctness and occu-ocy ore hdkotod an thkr plat of .wrwy 7 this plot of ,wr-y /s fr the sole use of the prtlas Arled h the certh*atA- and the use by other property ownerx priwle or munidpa /s specl/wo//y unauthorized Mgo References 1. Ecorwmaw Farms 60lf Cow" Plat Pbose /-B - Gaf course Rood Property of Eo wono/ Farms 4� by CArg Engherhg AJsoa atl; hu, f95270, Sheet 2 of A lost rv.**d 121031197 2 Afgo of Sewer Eose-ent - Prgoerters of H,*V-d Residentro/ Pnp-NA, A, L.P. and E2P Golf, LP. to be Conwwd to the City of South Bvr/hglon, by 0'4 Engirerhg Assoclotes Ma, Sheet 1, Nownbw, 1997 J Econcmou Forms Gol/ Course Plot Southeast Porch, PYoorty of 2-,ou Form; Inc by Cir+1 En awe, 9 Associate; Inc.. f95270, Sheet 2 of ,x lost -4sed 9/01 Deed References 010"tor_ &INtm EZP Golf, L.P., Hlghlonds Redden No/ J.A. AcDbnatd, Inc. Properfles LP., and HAghlonds Reslabntlol propr[Ns #,, LP vo/ume It-pwv oats 4221499 2/17/1998 Survey Notes 1. All bwrhgs re ro'evAoted and are based on Astronomk North. A/ogn*tk Nrth /s ggoroxmotoly 1J' 43' west of Astronomic NrtA. A saor obaw-wlion was taken an ,Aire 11. 199B at poh! 740 back.1ghthg CEA72 2 A dosed trowse was ccmploted .Awns fa 1994 ushg o theodolite cnd s/Ictl ak distance metw and o stew' taps. AddFknd .wrwyrng was conducted h No—br 199e d T. Bins, to &w0dh9s rs cdculoted and or* at 90' to the property lobes Certi&aL2G Ibis surrey Ls Dosed ah p6,,wa IvAlewcs found h the lWd and written Ividl/hce abstracted /Faro deeds and other pert#)wt re-ds. This wavy Is cauhtmht with that .~ce. 7h/s plot conforms to 27 g.SA. section 140J Robert C. A; LLS /l617 Location Mao n.GR Legend 102 -�- Survey control point • /ran pipe /ound (FL = hold located) • Concrete monument found Q Calculated point Property fine ar right of way - - - — - - - Property line - Existing bur/ding footprint Properly line - Proposed building footprint No tes 1. See Sheets 2 and J for Busdhg hformoticn. 0 NOV 2 0 1998 Bar scale 9wor rwid Deevyflow __ :.[n.ar.a serer. S—yed RCK — Fin a/ P/ot rrMMM'o� Drawn ra I. Checked s y ,oKR = Saala 1; Homestead Design sC. S KRFBNe. 517 <` Dot* 11_2a-se Vermont National Country Club �r c '.'sea t ANO S Pro at _ 9B116.. tYREBS of ",USING Consu,' iW Engineers, Inc. t /O Alain Street Cole/iester, /7ermont 05446 4 Notes: 1. Its unit tjW" shown and dBnwnsiansd ors Oran {aundatian p/ons supplied by Ho —toad Dssign, /n- 2. A» afirwru/wos may wry train unu to unit du* to n a/ canstructio metAo&.. P-F.CEIVEDI NOV 2 0 1998 r -. -- _ _ _ - _.__ __ ___ T ___.. . Oafs rl b Dseo'ip!/m _.... lOhrfed D.I. Deskyn Drawn S'"'e° #W W -f`- - Building Dimensions Vermont Notional �`d` ��_ Country Club Date _ OIL zq..Osve_ MUSS & L4 YS1NC Consuftng Engineers, lne. 2 >0 Armin Street; Colchester; Vermont 0".M -No tes.-_ t. At untt tjpra shown and dkn—')MOd am *vm hwnd&Ai pans aupp/Isd by Hanwteod Db J^ Inc.. 2. the dvwwetona moy wry from unit to unit dvr to naval crostmctton methods. .... n a � j NOV 2 0 1998 r D.elgn AW Building Dimensions Drawn rig Checked ."I Vermont National Scale __I - 10, Coun try Club Date ar, a¢ rsse Prol,.t _ 9911ff _. Dorset Street South Budin ti XRhBS .t IffSING ConruthrW F?Wineem Inc. 10 d(ain Sirve4 Colchester, Permont 0544B i YQte�. _ 1. fie unit types shown and dlmensia d ore h-- laundotiw� plans supplied by Homestsod Design, Inc.. 2. fie dinsnskvrs may vary tram unit to unit due to nov of crosfruction methods. w D _AE C EI' NOV 2 0 1998 u Dore ierbed I DesaipUm _ _.. __ __ _— ascfed —_ nah Design . wily __ Building Dimensions Drawn __Mv - — sceked - � Vermont Notional scale t' . to' Date O.L xi imp Coun try Club Project 98t16 Dorset Street South Burlington, Vermont. 1PRS6S & L,4YS,%C Consulting Sngineers, /no. 2 10 Alain Street Colchester, !'ermont 05446 _Nbtes' 1. Me unit t4— edosn and dAn ;n nsd " hum hxmdation pans supplled by Hbmsstsod O9`9n, Inc.. 2 Me dinsnslons may my tom unit to unit dus to n o/ canstnfctlan method¢ epr TWED NOV 2 0 1998 Ll Dots jo,-kM Drawn W Building Dimensions Checked .v, Vermon t Notional Scde . � I'1Q Country Club Date _a,1o,'99D Project 9e7J6 IDorset Street South Burlin 6 ARdBS d• LltVSING ConsullYW L'nyineers, fnc. 10 hizin Slreef Colchester, Vermont 0544E i fJ ■ R=530.00' 04'06'18" E 7�, 00 - - -� 89.87' S 00 10,56" W 103.45' �� o _P 322.80' R=1469.90' ry �/ R=1469.90' N — L=103.4T C .� _ �� (Ar.a wtow. b.1dinq _ 116A INX- , e aasr oak, - ' - _ _ _ ''�_ _ �43 aaw aar9 « ,+ 114A \118cpz I oast.. aais «. 1148 aOJ9 QOw aasr arrw 113A - - - - `135.73'EM aast *ow 113EI OARCELL o.X aaru 112A 1 B i p /' r �'o' ' 1 - - YJ - • - - - _ — 111 A 4 i p a A oyida. �Iwl _wop«) I Z ---- co o.aza orris r /N /� t i n� -- - -- aas 110A 110E // __. - —r°_ 50'3113 _ N 3.9g f 3 do oar9 0c.+ a� oast , r / R �l �% `� O tQ ` _ - 3�8 I --- -- - �T � »s.t°a�-, - cam- �Rovo 29,1 j " f � ,� 1 I rr/ o �l 11 � i it109Ai I m M - jr 137A O I _ O.aJ7 oas tw _ r\L. O.OS7 � __�„ --�+,"_ _. O I _ ---- - aaMY7 arrw 139A - - _ _ - �. 13� _ is 139E - - _ _ __ I S 08'S5'f4 - ._ 4 2 oast arts.IMM - _ -�'- - --- j S 02 y---�. 7 awt aaw 140A - - ...... ...... --- 4 °5" W �' a: _ 140E !N + I / oast «..oazv «�.. 141 A M I 0 10 �� - _ ION o.azb oo� 141B + 1 � { 5 81' 4'36"bMw W i f ` il I 101i 03'46 38 �H - \,46Z - o 142A i5.34 1428 1 ` 150 167. 8 % -- / N 085 70 �_ �._ oar { 143_ A R-470.00 149 -y / 2 0� f 1_ n b out a a oast 1438 `., L=168.38' ( aty «�.+op.,�_ I i 148- / \ ,- aazsaaw o.osr i i 38' 200" E i I T I i i 477 147 167.71 i { - 81 N 00'44'18" E .306A3'-•-•-.-•-. i l i i l i R=1529.90" t � 1 L=306.94' I ! - `" - / / i i l i 145 Notes - - A-p-Yr 4k° 0.1.-W d LlrjiIA. r. Sommlary Aw hf­ek. , taken bnm Fhor Pat by Cho c+9h+a'iv A",,,c ct a. -� ,Bossy Condd POW Dip IIN 2 No b—d-y &-may nrd .aa �� 9 ems '' Bui/ding Locations ccmPt.r.d by KrwW and Loa.h CaowA he Dra.n FB .1 &IAOV h#mr®tkn P-.W d by Ak n tend D-igy , h c. O' X, ee' IaD' rA7' Ch.ckad „e �M, Vermont Notional Date - ac a aw Coun try Club BAR SCALE r- _v, pro _-BBrt6 Dorset Street South Surt/tr ton Vermont EBBS e! LENS/NC Consulfxi{q Bngfiuers, I>'ae. -... J t'O Afaln Stree4 Co&heeter, Fertnont 05446 �__..._. a.�.,.~ -. - ---- D-Ir - Ow'. Sul/ding Dimensions uoom, ---W- - CkW Vermont National ae a- Coun try Club ro �dfrB___IDOINOI S&"I .south, Burin fan ✓a rr AMPS a LtrVS1W consulting ~neerw, /nc. W 2 !O L�a:n Sbtee CV&,.Uoter, rerwwxt asps TA ,� /K - J --------------- _- - -------------- - ------------ - IF -- i II o - _---- - _ --- ' - -- art woe --- �,.-..,� ,-_ -- � / -■—� � �� -- _ ---- ---- ._ `�_ • �,-' d11t7OY 1RNO101f/ > - �\ \ u►— _' r _ J -------------------- \ , , , . , ,� O3mn Amdow >wa at-INOLN 0 Al , �` \ _ \� � �8 \\ �♦♦ a� 11 ON- ` J 1 / ` ` / \ \ l\ ('-\ \ \ � 1 r 1 I \ ♦-_yQ1aB/N Immu IN �I ^ tcLowwa AD Xw Ca - \a c ■ ■ ` $ \; / 1 ! f o WAW; X puma I 1 r / Imo(, /1I 3/1 uadw OMAN r sores sI•w -' - - -- ----- � ' �s� '-- a IN t1 . f „ 1 - 1 1 mom Ilk " 1'n _ o - ` -0 T" ■ amrrmm - _ i RECEIVED JUN 2 9 1"8 City of SO. Burlington INVERNESS hT 'rHm AM HI6FfLANDS BOIMTX&D DL9r.N INC. SOVYM OUtLINWrON, VERMONT 61 Taloott IL ed wnileo Vermont 664 96 a,c � B76 s SITE PLAN IV• 8 �98' CITY OF SOUTH BURLINGTON Subdivision Application - SKETCH PLAN 1) Name, address, and phone number of: a. Owner of record Highlands Development Co., LLC 1227 Dorset Street So. Burlington, VT 05403 b . Applicant Highlands Development Co., LLC c. Contact Mr• John Magnus, Agent 2) Purpose, location, and nature of subdivision or development, including number of lots, units, or parcels and proposed use(s). Shift the boundary lines of Lot 80-86 to the south, eliminate 20, access between Lots 80 and 81 in favor of a 40' access between Lots 86 and 87. Shift Lot lines 71 through 74 to increase the width of the golf course corridor. 3) Applicant's legal interest in the property (fee simple, option, etc. Fee Simple -- 4) Names of owners of record of all contiguous properties See Attached 5) Type of existing or proposed encumbrances on property such as easements, covenants, leases, rights of way, etc. Existing utility easements for storm drainage to City and Homeowners Association and Pedestrian View Easement along east side of Lots. Propose new Pedestrian Easement to interconnect with existing Bike Path Easement. 1 6) Proposed extension, relocation, or modification of municipal facilities such as sanitary sewer, water supply, streets, storm drainage, etc. None proposed. 7) Describe any previous actions taken by the Zoning Board of Adjustment or by the South Burlington Planning Commission which affects the proposed subdivision, and include the dates of such actions: Four Sisters Road Amendment (minutes approved 9/22) 8) Submit five copies and one reduced copy (81 x 11, 81 x 14 or 11 x 17) of a Sketch plan showing the following information: a) Name and address of the owner of record and applicant. b) Name of owners of record of contiguous properties. c) Date, true north arrow and scale (numerical and graphic). d) Boundaries and area of: 1) all contiguous land belonging to owner of record, and 2) proposed subdivision. e) Existing and proposed layout of property lines; type and location of existing and proposed restrictions on land, such as easements and covenants. f) Type of, location, and size of existing and proposed streets, structures, utilities, and open space. g) Existing zoning boundaries. h) Existing water courses, wetlands, floodplains, wooded areas, ledge outcrops, and other natural features. i) Location of existing septic systems and wells. j) Location map, showing relation of proposed subdivision to adjacent property and surrounding area. k) All applicable information required for a site plan, as provided in the South Burlington Zoning Regulations, shall be submitted for subdivisions involving a commercial or industrial complex, multi -family project, planned unit development, or planned residential 4a(Sig evelopment. ur ) p cant or contact person Date ACT 250 SCHEDULE E ADJOINER INFORMATION VERMONT NATIONAL COUNTRY CLUB Roy & Nancy Bell 205 Meadowood Drive So. Burlington, VT 05403 Ed & Carolee Boerger 209 Meadowood Drive So. Burlington, VT 05403 Greg & Cindy Bourgea 53 Butler Drive So. Burlington, VT 05403 Michael Johnson 50 Moss Glen Lane So. Burlington, VT 05403 Champlain Water District Box 2085 So. Burlington, VT 05403 William & Paula Corrigan 49 Butler Drive So. Burlington, VT 05403 Robert & Jane Diferdinando 48 Moss Glen Lane So. Burlington, VT 05403 Armond & Mary Dragon 43 Butler Drive So. Burlington, VT 05403 John & Sheila Dunleavy 57 Butler Drive So. Burlington, VT 05403 Isham Family 1225 Dorset Street So. Burlington, VT 05403 Jane G. Farrell 1350 Spear Street So. Burlington, VT 05403 George & Happy Gafford 41 Butler Drive So. Burlington, VT 05403 Arthur Greenblott 215 Meadowood Drive So. Burlington, VT 05403 Mel & Toni Herbison 29 Butler Drive So. Burlington, VT 05403 Heald, Paul F. 1200 Dorset Street So. Burlington, VT 05403 Ridgewood Homeowners Assoc. 7 Concord Green Box 2251 So. Burlington, VT 05403 Larry Hugo 94 East Road Colchester, VT 05446 Stephen & Kerry Incavo 55 Butler Drive So. Burlington, VT 05403 Jeff & Mary Jackson 29 Sunderland Wood Dr. Colchester, VT 05446 Jeff& Betsy Jackson 51 Butler Drive So. Burlington, VT 05403 Randall Kay & Marjorie Meyer 28 Old Cross Road So. Burlington, VT 05403 Tom & Louise Kleh 219 Meadowood Drive So. Burlington, VT 05403 John & Sara Krueger 203 Meadowood Drive So. Burlington, VT 05403 Marc & Susan Kutler 35 Butler Drive So. Burlington, VT 05403 Robert & Sylvia Laberge 42 Moss Glen Lane So. Burlington, VT 05403 James & Sandra Leas 37 Butler Drive So. Burlington, VT 05403 i Vermont National Country Club Adjoiner Information Page 2 Thomas & Ann Leupp Box 5538 Burlington, VT 05402 Thomas & Ann Leupp 33 Butler Drive So. Burlington, VT 05403 Thomas & Ann Leupp 38 Butler Farms Road So. Burlington, VT 05403 Steven & Sheryl Lovejoy 47 Butler Drive So. Burlington, VT 05403 Jacqueline Marceau 1545 Hinesburg Road So. Burlington, VT 05403 Ms. Allan Mcilvaine 315 Dorset Heights So. Burlington, VT 05403 Robert & Barbara McKnight 211 Meadowood Drive So. Burlington, VT 05403 Mr. Gerry Milot c/o Larkin Milot Partnership 410 Shelburne Road Burlington, VT 05401 Mr. Gerry Milot c/o Gravel & Shea P.O. Box 369 Burlington, VT 05402 Betty Morwood/Wayne Staples 49 Moss Glen Lane So. Burlington, VT 05403 Betty Morwood/Wayne Staples 46 Moss Glen Lane So. Burlington, VT 05403 Belen Nomazee 213 Meadowood Drive So. Burlington, VT 05403 Ward & Lois Nial 39 Butler Drive So. Burlington, VT 05403 Donald & Christine Plosila 26 Upper Meadow Lane Shelburne, VT 05482 Donald & Christine Plosila 40 Moss Glen Lane So. Burlington, VT 05403 Andrew & Maureen Price 44 Moss Glen Lane So. Burlington, VT 05403 Andrew & Maureen Price Thompsons Point Road Charlotte, VT 05445 Ramclif Properties c/o Edgar Boerger 209 Meadowood Drive So. Burlington, VT 05403 Timple Sanai, Inc. c/o David H. Greenberg P.O. Box 201 Burlington, VT 05402 James & Sandra Scanlon Box 243, Grippen Hill Road Vestal, NY 13850 Charles & Patricia Shea 1435 Dorset Street So. Burlington, VT 05403 Arthur & Carol Shields 1350 Dorset Street So. Burlington, VT 05403 Bartlett & Margery Simpson 207 Meadowood Drive So. Burlington, VT 05403 Henry & Adele Strashnick 31 Butler Drive So. Burlington, VT 05403 Marie Underwood 1589 Spear Street So. Burlington, VT 05403 Richard & Joanne Wise 45 Butler Drive So. Burlington, VT 05403 LAKE CHAMPLAIN BURLINGTO ' 7 SHELBURNE / N co CD EAR ST F / � T LOCATION ST o$ � N HEIGHT 7 � au AK CREEK Go 1 SOUTH BURLINGTON WILLISTON LOCATION MAP SCALE: 1" = 5280' TOTES: The basis of this subdivision was a boundary survey performed with a theodolite, electronic distance meter, and a steel tape. Reference Vol. 386, pages 70 — 72 of the City of South Burlington Land Records. The bearings are referenced to astronomical north determined by solar observations on September 20, 1995. S. Golf Course Road is to have a 60 foot wide right of way and be dedicated to the City of South Burlington. I-. Refer to plats of the some title, sheets 2 thru 7 for additional information on Phase II. i. These lots are the second phase of a subdivision of Residential Parcel 2 as shown on a plan entitled "Economou Farms Golf Course Plat — Southeast Parcel" prepared by Civil Engineering Associates. Reference Vol. 386, Pg. 71 and Vol. 386, Pg. 81 of the City of South Burlington W.8 o N. 110 It I In 42. / to i i r /� / ��/' .1 O �1 • � � I � � \ \ \ ' \ \ ` t\ 1+ 1 / 1 /jj , r / J ' / / J / g // / I � � r/ i • T�'' S OD � J !� � ♦ � _ / i / J i / � i i '' i� N / ♦ � ` • � \\ `\ 1 + i 1\ II 1 It i \+ ,1 \'� '\ 4pJ-� 1 Ile � � � ( ■i r J / i i � I � ~�' \` \` \� \\ �/\ \\ \` \` dr i r / � \ � 1 r / / / r + ��� A ♦ ♦ ` V ` 1 A i t I 1 \ i t i i fr I i r / ///�O It It 1 \ I \ 11 1 1 It t ' \ l j� i r 1 h I � � 11 •1 �II i � ' -�- \ �� 1 � � i l � J/ r 11 i 1 j \ f 1 /� r\ I 'r i I � ;� 'I • / I i I � I "� { Q tp � LAJ / i •// A/fr--t J--- 1 1 t \ / 1 14 ( OD t I / / � J ,r/ J J/ r♦ \ It i { I i I I 1 /1 / % ! i /� / �/ j r�j� �/ i/ I `_: \ �"'• \i t' 1\I 1� ,\ 1, ''\ ,1//, 1/ i % I J �/// , �♦ / / 1 ".--�` ■ \ , I r J 11w �♦ 7 + \ y 1 \ 14o' It e tj GY � � 1 1 \ \ 1\ 1 111 I+ I � /�/%/'�i \ 1 1 ■ r--.��_� ! � >t I 1 I 1 i 1 \ \ � \ \ �`� \\\��� .. �i�a '\ f 1 { ■ i rl / r ' ( 1'\ y. 1 i ! 1 r I ( t tll I tQ I ItIt 1 JL A VBRMONT NATIONAL COUNTRY - OBI IIO�AIr.IM®A790'IYB LNE •ELOMM �1b fl+t� by Deh d -Y fig I C mhw M ML lei. V • S& �'Y7� r. 2Kft more mrnnlazotr �" �� vmroes � ' 66149, q8 CITY OF SOUTH BURLINGTON Subdivision Application - FINAL PLAT 1) Name of Applicant 2) Name of Subdivision JAM Golf LLC Economou Farms Golf Course 3) Indicate any change to name, address, or phone number of owner of record, applicant, contact person, engineer, surveyor, attorney or plat designer since preliminary plat application Change the name of Owner/Applicant from EZP Golfco, Inc. to JAM Golf LLC. 4) Indicate any changes to the subdivision, such as number of lots or units, property lines, applicant's legal interest in the property, or developmental timetable, since preliminary plat application: Modify Clubhouse Site Plan to reflect acquisition of Gomez property and requested operations for 1998. 5) Submit five copies and one reduced copy (11 x 17) of a final plat plus engineering drawings and c,ontaining all information required under Section 202.1 of the subdivision regulations for a minor subdivision and under Section 204.1(a) for a major subdivision. 6) Submit two draft copies of all legal documents required under Section 202.1 (11) and (12) of the subdivision regulations for a minor sudivision and under Section 204.1(b) for a major subdivision. (Signature) applikqant or contact person Date CITY OF SOUTH BURLINGTON Subdivision Application - FINAL PLAT h i /', 1) Name of Applicant 2) Name of Subdivision 3) Indicate any change to name, address, or phone number of owner of record, applicant, contact person, engineer, surveyor, attorney or plot designer since preliminary plat application 4) Indicate any changes to the subdivision, such as number of lots or units, property lines, applicant's legal interest in the property, or developmental timetable, since preliminary plat application: 5) Submit five copies and one reduced copy (11 x 17) of a final plat plus engineering drawings and cRntaining all information required under Section 202.1 of the subdivision regulations for a minor subdivision and under Section 204.1(a) for a major subdivision. 6) Submit two draft copies of all legal documents required under Section 202.1 (11) and (12) of the subdivision regulations for a minor sudivision and under Section 204.1(b) for a major subdivision. �. � � tx- . t,� � -( t icant or contact p rson Date E SEP 2 4 1998 City of So. Burlington 8-18-1998 10:43AM FROM p 2 CITY OF SOUTH BURLYNGTON Subdivision Application - SKETCH PLAN 1) Name, address, and phone number of: a. owner of record JAM GOLF, LLC 1227 Dorset Street, South Burlington b . Applicant JAM Golf LLC IZZZ Dorset Streat, South Burlington $ 4-7770 2) Purpose,,location, and nature of subdivision or development, including number of lots, units, or parcels and proposed use(s). w rnncf•rnrt lZ.,nnn cf r1n1111011sp Rwimm. - -nnl- 2 tennis courts, parking & renovations to existing barn. 3) Applicant's legal interest in the property (fee simple, option, etc. Fee simple 4) Names of owners'of record of all contiguous properties Highlands Properties, LLC Ila Isham S) Type of existing or proposed encumbrances on property such as easements, covenants, leases, rights of waY, etc. Utility easements only 1 C 8-18-1998 10:43AM FROM p.3 6) Proposed extension, relocation, or modification of municipal facilities such as sanitary sewer, water supply, streets, storm drainage, etc. All as previously approved. 7) Describe any previous actions taken by the Zoning Board. of Adjustment or by the South Burlington Planning Commission which affects the proposed subdivision, and include the dates of such actions: /1'/QA tomporaLy clubhouse area. 8) Submit five copies and one reduced copy (8} x 11, 8} x 14 or 11 x 17) of a Sketch plan showing the following information: a) Name and address of the owner of record and applicant. b) Name of owners of record of contiguous properties. c) Date, true north arrow and scale (numerical and graphic). d) Boundaries and area of: 1) all contiguous land belonging to owner of record, and 2) proposed subdivision. e) Existing and proposed layout of property lines; type and location of existing and proposed restrictions on land, such as easements and covenants. f) Type of, location, and size of existing and proposed streets, structures, utilities, and open space. g) Existing zoning boundaries. h) Existing wd.ter courses, wetlands, floodplains, wooded areas, Ledge outcrops, and other natural features. i) Location of existing aseptic systems and wells. j) Location map, showing relation of proposed subdivision to adjacent property and surrounding area. k) All applicable information required for a site plan, as provided in the South Burlington Zoning Regulations, shall be submitted for subdivisions involving a commercial or industrial complex, multi -family project, planned unit development, or planned residential dev lopme t. _ /1Rfq� (Signature) a pl.cant contact person Date � r,■� ■acolarma mno■ y 4 am??��NrW sAA�LHtX1�V�g/�khVSONVI iLvx m oymn �f o tl b r 71 L_{i ifE■ .0 y L �'Gr;�.Ciz MINIM LO // �--- :vl�uuuuuuuuuuuuuw,�, T 49 �II� i � � �..�� EU ll�tfll�l • �� ftl 4di11i� �? Not t1! � O ff Ik e o Li i � W W I I d �ii�iii�ii��i', ,• .ww.sz `. I 1 IL 1 1 I I I I I I 1 1 r 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 y \ �.! I I I I 1`' i_ 1- �lµ I 1 1 1 I 1 1 I I I 1 ` \ \ ' / (681MD) r3W OlptlVd R41lb10 \ \ (5q0) nW dOMVd 1471iY3,0 O A t � / 1 sw ' 1 i,�, y/ ry/; y�y iy, /�/r, y/✓ //y,//jf/y/i „ /j/i yi/ // 1 // y/ / f�% ///f /f�f / yy N �2 `�`+y� yy .... , 4'�t1t---'-- 1 i �j%�% /'i� `"`.' •.. ~� � �� a� // 1 li 1 tiL t.. 7 /�j/�j r wovLdk vwsaio ru < maeLa. Mrw 1 ,', \'t...- --.- 1 I i I ( I I I „I I T• "1 � _ � "r'"i. , h , �� � !'--.� \`\ �� ';. . �.' e. i/i 1 + / =i i l •�IL! S i rPlaNawr �i�•/r/r�f/f y, 1 _ji \ �� � IX Ir 1 � i �i� � iCjill�ll :1 IIIIIIIIII'lll�llll �' f /r I < � t��y I I IIIIIIIII t I I II IIII IIIII III I II / / r>s/'i// � ��� / 1 t , 1 � ri•,. .Ili 7 �1 lltr � � } ki iltl r ////,! // // �, � /' + lit IIIIII t 1+ Ilttltl t I IJ I ICI ltlllil i�fyr� / i/,yi � � �'` y �\ i�, 1 � IY Il F' � Illlllfll I I III (IIIIIIIII y ,v / j/f%jyf r y/ / I � ' j / 4 fi +1 R illllll 11141111} 1 I I IIIIII rij/ !ii/j 6 T'� a •, . , , �iiji �!'i / /ii q IIIII Illllllljlllllllllllllll I I I 1 �I I LItlfll �IIIIIII IIIIIIIII � / -- - � � ��/ + // + D it IIIIIIIIIII I fPllll II11 IIII �' / i i � � I // IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III I II III I I IIIIIIIIIII I+ S' i %% , — .. i � ,/yf �� \ � _a_� i�;/��;� r� I •"�0 7.. � %L r• � ///// �; 'ill/i/ - / + /,/// vNATIONAL COUNTRY CLUB SM&UTLnY PLAN ITZS�k CIVIL ENGINEERING ASSOCIATES, INC. P. O. Box 485 (802) 985-2323 SHELBURNE, VERMONT 05482 Fax No. (802) 985-2271 CHARLES R. DUNHAM President STEPHEN A. VOCK Vice President July 6, 1998 JEAN -CAROL DUNHAM Treasurer Mr. Ray Belair, Assistant City Planner City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Economou Farms Golf Course - Clubhouse Site Plan Dear Mr. Belair: In accordance with your request, we have revised the proposed site plan for the Economou Farms Golf Course (Vermont National Country Club) Proshop/Clubhouse area based on discussions during our June 25, 1998 meeting with yourself, Joe Weith, Bill Syzmanski and Richard Ward and Staff notes dated June 29, 1998. We have taken the originally submitted site plan and divided the information onto three separate sheets to make them less cluttered as outlined below: C-17L - Site and Landscaping Plan C-17G - Grading & Drainage Plan C-17U - Utility Plan Revised Plat to show the acquisition of the Gomez property We have highlighted on one of the plans the modifications made to the site plan since the original submittal to the Planning Commission. Please find enclosed five copies of the amended site plan, plat and one 11 " x 17" reduced size plan of the same area. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer Enclosures: 5 Copies of Sheets C-17L, C-17G, C-17U Reduced Size Plan Revised Plat Plan cc: J. Magnus C:\OFFICE\WPVaN\LET\98144\19\BELAIR.LET STUDIES • DESIGN • INSPECTION • TESTING SURVEYING & LAND DEVELOPMENT HYDRAULICS 8 HYDROLOGY SANITARY & WATER FOUNDATIONS & STRUCTURES CONCRETE & SOIL TESTING 9-22-1 998 1 : 55Phi ; RDH 9-22-19W 1cd6PM rRO 6SS 0 NEILL LM A13 567 89SB FLtu.S & Q ' NeUl Inc . Co++suGting Engimers 1200 Converse St., Longmeadow, MA 01106-1721 TEL (413) 567-9886 FAX 14131 567-8936 FAX TRANSMITTAL SHEET P. 1 M& � na--o-- TWS f8csiM46 and the inforrrietion it contains is intended to be a confidential communication ordy to the person or entity, to whom it Is addressed. If you have receivsd this faask>rW6 in error, please notify us by telephone and return the original fax to this oftico by maul. TO: COMPANY: FAX NO.: TIELEPHONE NO.: FROM: DATE: JOB NO.: fm-. NO. OF PAGES: COMMENTS: �� ; .�. h1Pee,+-►�15 David Marshall/'c.u17-rlrf~ CEA 802-985-2271 802-985-2323 pion Dietrich September 22, 1998 97-400 A 1 Vt. National country Ciub 9 (includes cover sheet) Per our phone conversation; originals are being sent via mail. Joe --' . 00" -1 G 6 04:;) -"'tp C?4"A -To H cx.l► �e..Z- C7 F' 1✓IE �=i , 9-22-1998 1:SBPM FROM P. 2 9-2t-1998 1 , t16P1 FRO JSS C' NE! LL Lr 1 A l 567 5`_ 36 P, 2 jjW Fuss & O' •eiU Inc, coofvitirik 1231 Cor.+Grsv Stroo:. Longmae lvv. NA Oi tpF.1 i2i ni, ash 567 9M FAW LJ7 %7.nZ$ (47 FqN97 WWWFtsM9oCQm ("W Oka Manelecter, (,-,"eCllnrl FaNtteld, Cootacatul September 22, 1998 Etv pf-�,f, ghwe 1514n1 Mr. David Marshall, P.E. Civil Engineering Associates, Inc. P.O. Box 485 Shelburne, VT 05482 Re: Vermont National Country Club South Burlington, VT Traffic Study Aadendeutt Tear Mr. Marshaf 1: This letter provides you with a (rip generation upstate for modifications proposed to the above referenced projoct on Dorset Strcct in South Burlington. The nature of these modifications is to increase the size of the rep urant facility that is associated with the Golf Course from 80 seats to 230 seats and to add two tennis courts and a pool, if it is assumed that the restaurant would generate traffic like a free-standing restaurant, indepettdeat of golfing activities, then the inrti in traffic for a restaurant activity during the weekday afternoon (p.m.) peak hour of the adiacent roadway would be 39 additional vehicle trip ends added to the Clubhousc driveway'. 26 additional vehicles entering and 13 additional vehicles exiting the site. Table IA, attached, shows the comparison of the trip generation for an 80-seat vs. a. 230-seat restaurant. Institute of TmnspQrtation Engine= (17M) trip rates fierrt their latest Trip Generation Report were utilized. If the increase in traffic dtie to this larger restaurant is distributed to the adj acent strtwt system, the added traffic would be as presented in Figures 3A and 6A, attached. The impact of this 8dditional traffic on the levels of service for traffw during the weekday peak hour is not significant. A revised capacity analysis of traffic at each of the study intersections atlung Dorset Street, plus the Spcar $Wift street interwtion, indicated no significant changes in the level of service for turning traffic in and out of the intersection areas except at the Clubbouse Driveway at Dorset Street. Hem, the traffic cx r% the driveway is expected to be at a level of service_ Ile ", rather than "B" as reported in the original (November 1995) study. This change is not significant, however, since it reflects a change in the average delay to driveway exit traffic from an estimated 9.6 seconds (with the 80-seat restaurant) to 10.2 seconds (with the 230-seat restaurant). This delay tinxc is right at the threshold level between "B" and "C", u ith EV971974VA i V W DD9'Z2A.W7D cps 9-22-1998 ^ p 9- 2-1998 1;d7PM F�Qr tJSS 0 NEILL yM &13 567 8�36 P - Fuss & O'Neill Inc. Mr. David Marshall, P1. SeptcmbCr, 22, 1999 Page 2 Level "B" being equal to or less than ID rewinds of average delay, and " ("" being dcla , greater than 10 seconds. Figures SA and 7A, attmhcd, indicate the rr�,ised traffic volume used for the year 2000 traffic analysis. Dvordil, increasing the number of scats in the Clubhouse Restaurant is lli Cxpccted to have any significant impact on the sPtety or efcicney of the intersections along; Dorset Street, compamd to the findings in the previous Traffic Study. Assuming activity at a larger restaurant (i.e. more seats), there is expected to be an mans= in peak hour trattic on Dorset Street of 33 vehicles at the north ea d of Dors--t Street (between Park Road Bn-tansion and Swift Street), and 6 vehicles added south of the; CIubhouse driveway. With the exception of minor traffic adiustiiients as noted herein, the cunclusiors and mmmrnendations of the previous study rerrain the Same, sincerely. on W. Dietrich, P.E. Sr. rransperrtation Engineer Evciosures F;Nt AT,97dM%A lVWD0112A "D C--+- 9-22-1998 1:57PM FRp" 9-22-1998 1 ; d7PM FRDti)� - - SW O° B I LL LM d 13 567 8936 P. d P. 4 Pus$ & Q'NjjH Inc. TABLE IA TRAFFIC GENERATION ESTIMATES RESTAURANT SEATING COiw MUSON Weekday P M. Peak Hoar Period of Highway VEMCLE TRIP ENDS a� Fit Exit 8-0-Seat Restaurant 14 7 21 230•Seat Restaurant 49 ?.Q A& Difference 26 13 39 Source: ITE Trip Generation Aeport, 6th Edition, 1997, Lend Use Codc 831 Free Standing, Qt ality Restauraut F•N'9A974MAl1IWl MZM wpD Carmen. 9-22-1 998 1 : 57PP 1 FRDn4 �. 5 I 5— — r 998 r : a7PM FRC2, . LIM O NE 1 LL LM 41.3 5157 893-6 TASLE 3 A LEVEL Or $ZAVIOL AT IWERSFCTIONS FUTURE (YEAR 2WO) PM PEAK HOUR TRAFFIC E511MAT£S * wrr# &x~pco Aeui"Nr LEVEL OF SERWCE MTHOUT LEVEL OF SERVICE tMTH L06ATtFltVtAF'FiZOACH NIfJYEMEKr PROJECT (N0 BUILD} NO iA>rE 1NVDENIN6 "T" LANE WIDENIN5 PROJECT' (EUiLD) NO LANE W{Demw WTH LANE A40GwrNG Dorset!&mitt Street' Swift Start Eastbound_ LT, R F R F 81 Swift Street £Ktettsion Westbound: L.'f.tR g g B Q d Darse: Stara hQMhbb*vnd: L,T,R 8 g a 9 _ Dotsrt , outhbovnd ljT K —�`— g C QWFALL noM NA (ALOti -- Doraafickd*etuse DAvtW$y D>tireway ftsftuftd: L.H Dcraet Strobl Notttrbvund: L se G A J Dorsou'F^ Street Lots 1-2S (IVowlard Farm) New Street Wmfturtd L.R DMW Street SQVIWOUmd: L A A V borSOVOid Cross Read ad Gross ROW WevZouml: LA A A / Now Surat Eaetbaund' LA C=(Note 2) DOnrt Sh"W NoRhbpund: L A J Dorset SUW SoLdhbour+d. L A A f Swmperr umot $-A 8t+rst SaatWWnti: L.TR t3 C C ✓ Swig $Vvv4 Westbound: L F F D ✓' Swig Sweet YVMstbourrd: T,R H t3 a Spear $LrW Northbound: L.7 r F g Sz*w Street NorhbouMd: L g S C Swat 9uret 5oumt�vurld L.T.R """ C C D ALL WMIL"CTION rwA(1�te �? n1 (� Note tt — -- SpwiDeiftietd Drive DecMeV Dr'ivr EasMumt, L.R C ✓ QWTf id Drive Mauro d: L C D (Note 3) C d Deerleld Ohm Wftm amd' R q A ✓ Spear Street Nwthbosmd_ L A ✓ Spear Start laW) baurrd° L A A ✓ Darget arctow/Chaete Factory Road eatUM Roof Easgmuna: L.tlt g t3 J Cheese Faetory VYes%XW4: L,T,R g t3 DOtset Strut VORhDovnd: L,T.R A A Dorset Slebm SnuthbWrt& L.T,R C C .✓ "s omkroa lnte.yema+ Operat en Assuerwq Lbgt" L a Lyn TWO T . TY-Lo CW%4W R ROM Tw" Note t: Ovrratl Levu of SwviCr Not Avagvt* (Poor) SLIM Volume ro Capacty Ratio of Some Movements Gmater Than t.p. Nate 2: Updated vt4O- of QWOCO an 04 0 r.6 MleUe 2. ii) gives LOC 'C" for tersest resttutmt. Not! I Updated vvmiert of e,psWtY Ards (HQS release 2 tt) gluey LOS -0- for go -beat reyteurant. Rr+lsed 12119175 F:W95%5334W I%ECOt%*M,11,1. Wgy 9-22-1996 1.56P�1 9-22--1998 1 : 48PH r7p � FRO, AM O- NE I LL ! M 413 567 8936 P 6 L_ N FIGURE 3 A A PM Peak Hour Traffic Volumes Site Traffic Estimates w.,s.o LE (�dt//T�lr,4AK RL� Ex-rekI. SPEAR STREET tK f 1 * y Af {yam �n + ep F ar]o ss I t 9 W9- ++ t � DF.ERFMW — .,.,. � �, _,. w..e w wr OLD CROSS yy y�� XJA[ . r t t ROAD + 1 m 4 SPEAK .SITJMT + I-E*emb Rddeal rr*09!r[ )5 6.r 4�00,qdfd tt Rev, 1130176 ++ BAMTOW ROAD w w DORSET STREHr 29 Fuss & O Neilllm. c .� 9-22-1998 1=SSPM 9--22-1995 1 : ASPM 1 FRO', USS 0' r%E T L L LM 413 56T 39..6 SPEAR STREET it F_ 7 P. 7 FIGURE $A PM Weak Hour Traffic Volumes 2000 Witb Project (Wi7',q PAR-' RD. =X7-eW DORSET STW5ET 4-41 f ° -- 04 p 226 t y 7r. 29 M SPEAR STR&T 1 e&"Z> 75 -s fPfvA,-,,.+d T j?e)CAXf expamwo, Ayvfvvf 'fev. f/i/As /ems/. 113a/ n. i u•+a v1 See This flrk►�e — € 11D CROSS 1 t r FL®An L� 1 %A 4 t A g a IM9 BARSTi7W cl=SE ROAD � � i t r FACTORY RD 119 ---0- A � ^R DORSET S!' EET yrI&I ,Fug c o'rieu Inc. Corr 6dxroinrnrr 9-22-1993 1:59PH FRPP S 9-22-1998 1;48PM FRO - -USS C'NEILL LM 41.3 567 8936 P. I N FIGURE 6 A ADevelopment Area Access Site Traffic Estimates wRwmaaus (W17-H PWeKft- 5XJ�5AJ.) SWIFT STFJ.*-Er 44 ul L Z-111 CLUB Hous 4.51 + ECI eAJD 4dded 5i-Ae 7ravAl: Amen AV 71v1pa R,dr V , 113 0/f J, 7 1'� Alp, 9-22-1998 1:59�M 9-22-19M 1:49PM FRt " FROM ©' NE I LL LM 413 567 8936 P. s P_ 9 N FIGUR.E 7A PM Peak dour Traffic Volumes 2000 With Project (WJr1q Mgk' ,PD. 6Xrev. } SWAT STRUT zsc �X T. CLUB HOUSElf t r STREET 4 N Rev. ODO Fuss & Oi Neill Inc. s� k 003 Fuss & O'Neill Inc. Consulting Engineei-s September 22, 1998 Mr. David Marshall, P.E. Civil Engineering Associates, Inc. P.O. Box 485 Shelburne, VT 05482 Re: Vermont National Country Club South Burlington, VT Traffic Study Addendum Dear Mr. Marshall: 1200 Converse Street, Longmeadow, MA 01106-1721 TEL 413 567-9886 FAX 413 567-8936 INTERNET: www.FandO.com Other Offices: Manchester, Connecticut Fairfield, Connecticut East Providence, Rhode Island This letter provides you with a trip generation update for modifications proposed to the above referenced project on Dorset Street in South Burlington. The nature of these modifications is to increase the size of the restaurant facility that is associated with the Golf Course from 80 seats to 230 seats and to add two tennis courts and a pool. If it is assumed that the restaurant would generate traffic like a free-standing restaurant, independent of golfing activities, then the increase in traffic for a restaurant activity during the weekday afternoon (p.m.) peak hour of the adjacent roadway would be 39 additional vehicle trip ends added to the Clubhouse driveway: 26 additional vehicles entering and 13 additional vehicles exiting the site. Table IA, attached, shows the comparison of the trip generation for an 80-seat vs. a 230-seat restaurant. Institute of Transportation Engineers (ITE) trip rates from their latest Trip Generation Report were utilized. If the increase in traffic due to this larger restaurant is distributed to the adjacent street system, the added traffic would be as presented in Figures 3A and 6A, attached. The impact of this additional traffic on the levels of service for traffic during the weekday peak hour is not significant. A revised capacity analysis of traffic at each of the study intersections along Dorset Street, plus the Spear/Swift Street intersection, indicated no significant changes in the level of service for turning traffic in and out of the intersection areas except at the Clubhouse Driveway at Dorset Street. Here, the traffic exiting the driveway is expected to be at a level of service "C", rather than "B" as reported in the original (November 1995) study. This change is not significant, however, since it reflects a change in the average delay to driveway exit traffic from an estimated 9.6 seconds (with the 80-seat restaurant) to 10.2 seconds (with the 230-seat restaurant). This delay time is right at the threshold level between "B" and "C", with F:\P97\97400\A I U W D0922A. W P D Corres. P-010 Fuss & 0 Neill Inc. Consulting Engineers Mr. David Marshall, P.E. September 22, 1998 Page 2 Level `B" being equal to or less than 10 seconds of average delay, and "C" being delays greater than 10 seconds. Figures 5A and 7A, attached, indicate the revised traffic volume used for the year 2000 traffic analysis. Overall, increasing the number of seats in the Clubhouse Restaurant is not expected to have any significant impact on the safety or efficiency of the intersections along Dorset Street, compared to the findings in the previous Traffic Study. Assuming activity at a larger restaurant (i.e. more seats), there is expected to be an increase in peak hour traffic on Dorset Street of 33 vehicles at the north end of Dorset Street (between Park Road Extension and Swift Street), and 6 vehicles added south of the Clubhouse driveway. With the exception of minor traffic adjustments as noted herein, the conclusions and recommendations of the previous study remain the same. Sincerely, I� Z -,lea— "Jon W. Dietrich, P.E. Sr. Transportation Engineer Enclosures rAP97\97400\A 1 V WD0922A. WPD Corres. Fuss & O'Neill Inc. TABLE IA TRAFFIC GENERATION ESTIMATES RESTAURANT SEATING COMPARISON Weekday P.M. Peak Hour Period of Highway VEHICLE TRIP ENDS Activity Size Enter Exit Total 80-Seat Restaurant 14 7 21 230-Seat Restaurant 40 20 60 Difference 26 13 39 Source: ITE Trip Generation Report, 6th Edition, 1997, Land Use Code 831 , Free Standing, Quality Restaurant F:\P97\97400\A 1 V WD0922A. WPD Corres. TABLE 3 LEVEL OF SERVICE AT INTERSECTIONS FUTURE (YEAR 2000) PM PEAK HOUR TRAFFIC ESTIMATES WjrH ExPA oED eESTiq teANi LEVEL OF SERVICE WITHOUT LEVEL OF SERVICE WITH PROJECT (NO BUILD) PROJECT (BUILD) LOCATION/APPROACH MOVEMENT NO LANE WIDENING WITH LANE WIDENING NO LANE WIDENING WITH LANE WIDENING Dorset/Swift Street" Swift Street Eastbound: L,T, R F B F B Swift Street Extension Westbound: L,T,R B B B B •/ Dorset Street Northbound: L,T,R B B B B ✓ Dorset Street Southbound: L,T,R E B F B ./ OVERALL INTERSECTION NA (Note 11) B NA (Note 1) B Dorset/Clubhouse Driveway Driveway Eastbound: L,R - C Dorset Street Northbound: L - A V Dorset/7" Street Lots 1-26 (Newland Farm) New Street Westbound: L,R - A Dorset Street Southbound: L - A Dorset/Old Cross Road Old Cross Road Westbound: L,R A A V New Street Eastbound: L,R C✓(Note 2) Dorset Street Northbound: L A ✓ Dorset Street Southbound: L A A ✓ Swift/Spear Street Swift Street Eastbound: L,T,R B C C Swift Street Westbound: L F F D ✓ Swift Street Westbound: T,R B B B Spear Street Northbound: L,T F F B Spear Street Northbound: L B B C Spear Street Southbound L,T,R C C D OVERALL INTERSECTION NA (Note 1) NA (Note 1) Spear/Deerfield Drive Deerfield Drive Eastbound: L,R C D (Note 3) Deerfield Drive Westbound: L C C Deerfield Drive Westbound: R A A Spear Street Northbound: L A A Spear Street Southbound: L A A Dorset/Barstow/Cheese Factory Road Barstow Road Eastbound: L,T,R B B Cheese Factory Westbound: L,T,R B B Dorset Street Northbound: L,T,R A A Dorset Street Southbound: L,T,R C C 'Signalized Intersection Operation Assumed Legend L = Lett Turn T = Through (Straight) R = Right Turn Note 1: Overall Level of Service Not Available (Poor) Since Volume to Capacity Ratio of Some Movements Greater Than 1.0. Note 2: Updated version of capacity analysis (HCS release 2.1f) gives LOS "C" for 80-seat restaurant. Note 3: Updated version of capacity analysis (HCS release 2.10 gives LOS "D" for 80-seat restaurant. Revised 12/19/95 ,eEV q/1 Z/98 F:\P95\95334\Al \ECONOMOU.WB2 L— _, 1 ► N FIGURE 3 A� PM Peak Hour Traffic Volumes Site Traffic Estimates N"T TO SCAIZ (k//TH SPEAR STREET DORSET STREET N m 00tr- h� 6 f-- 4 t 1 SWIFT STREET �J +y 40 10 ` 2 1Tf T t9 s� --� M f1? 10 + + N r /2 8 I j � � 5 y OLD CROSS DEERF IELD — — — — — — DRIVE t ; 1 t ROAD m + x SPEAR STREET + L �ENLD t 2 Added %riaf{ic From ,Expanded Res faarrarn f Bev. 9121198 lP 11 11319/96 0 BARSTOW 4-2 CHEESE ROAD + 1 6 t FACTORY RD DORSET STREET ' 00 Fuss & O'Neill Inc. ConrultingEngineer' 3 N NMToSCA" FIGURE 5 A PM Peak Hour Traffic Volumes 2000 With Project (W/T/Y PAK/< IPD . EX T6 I, SPEAR STREET DORSET STREET T n M I�+ 26 ��+ _ 88 _ i 99 `�-10 42 SWIFT STREET 22 G '222_---> 263 DEERFIELD DRIVE 309 226 �--;i r a n � � m 23 I 1 SPEAR STREET 1. E66ND 75 = Re k5ed 7'o -Pe fiecf 45XPande,'� Res7Laarant Bev. 91z//98 ,eEV, /13ol96 1 oa 1 �5 See F/CruQF 7.q Fnr Thes f%a 5 OLD CROSS if r ROAD �l o T 24 E— 158 BARSTOW f-69 CHEESE ROAD 3Z FACTORY RD 119 —► 52� DORSET STREET ff0 Fuss & O'Neill Inc. CowulringEnglnee- N NMTOSCALE FIGURE 6 A Development Area Access Site Traffic Estimates �lVlTH P19Rk- PD. &-TEN. f-4 SWIFT STREET �• '�— 25 � PARK ,�D. N w ExT o Q CLUB HOUSE 1 25 —� +Z 4� .LE66AID f 22 = 4ddeci Si'fe TrQ-Ffi'c From ,,Fxpamcleal ,ees-lzzuranf 'Fe v. R,CV 1130/9 6 �— 7 Nowl-,iA D i—' FAem I-MEET�PD, C4 ^^�^^� Fuss & O'Neill Inc. couningEngine J� roery I N FIGURE 7A PM Peak Hour Traffic Volumes 2000 With Project NOT TO SWIFT STREET r M CLUB HOUSES 6 ,Fe vi:sed To Pe4 7 �Xpancled kes-6uronf 1'e V. t- a w 25 w 0a Aco N y`1 -4l t �6 0- N nFN STREET T� 0 N P,gRK PD, Ex T, .�0 Fuss & O'Neill Inc. ctrr,�s.�r�un ,,f 4, ti MEMORANDUM TO: David Marshall, CEA FROM: Jon Dietrich, Fuss & O'Neill i ,,, 0 DATE: September 22, 1998 RE: Capacity Analysis Updates For 230 Seat Restaurant Vt. National Country Club, South Burlington, VT. Attached are revised capacity analysis worksheets reflecting the added traffic from an increase in restaurant size from 80 seats to 230 seats. It should be noted that since the 1995 Traffic Study, there has been a revision to the Highway Capacity Manual Software (HCS Release 2.1 f and 2.4f). The revised analysis attached reflects the latest versions. HCM',: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 09-21-1998 FUSS AND O'NEILL Streets: (E-W) SWIFT STREET ----------------------------- (N-S) DORSET STREET Analyst: SJS File Name: DORSETBA.HC9 Area Type: Other 10-24-95 PM PEAK Comment: 2000 BUILD - ALTERNATE GEOMETRICS W1 230 5e47- REST. Eastbound Westbound ---------------------------- Northbound Southbound L T ---- ---- R ---- L T R ---- ---- L T R L T R No. Lanes 1 1 < 0 ---- 0 > 1 1 ---- ---- ---- 1 1 < 0 ---- ---- ---- 1 1 < 0 Volumes 309 94 226 10 42 88 62 196 5 136 324 297 Lane W (ft) 11.0 11.0 12.0 12.0 11.0 12.0 11.0 12.0 RTOR Vols 25 4 0 72 Lost Time ------------------------------------------------------------------------ 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right * Right Peds Peds WB Left * SB Left Thru * Thru Right * Right Peds Peds NB Right EB Right SB Right WB Right Green 20.OA Green 22.OP Yellow/AR 6.0 Yellow/AR 6.0 Cycle Length: 54 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersect.ion Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap ----- ---- Flow Ratio Ratio Delay LOS Delay LOS ------- EB L 613 1439 ----- ----- ----- --- ----- --- 0.560 0.426 8.4 B 8.1 B TR 681 1600 0.480 0.426 7.7 B WB LT 709 1664 0.082 0.426 6.0 B 6.1 B R 681 1599 0.138 0.426 6.1 B NB L 136 294 0.507 0.463 9.1 B 6.5 B TR 876 1892 0.256 0.463 5.7 B SB L 436 942 0.346 0.463 6.2 B 9.9 B TR 801 1731 0.761 0.463 10.8 B Intersection Delay = 8.4 sec/veh Intersection LOS = B Lost Time/Cycle, L = ----------------------------------------------------------------------- 6.0 sec Critical v/c(x) = 0.665 I.irSO Unsignalized Intersections Release 2.1f CLUBHS80.HC0 Page 1 FUSS AND O'NEILL 1200 CONVERSE STREET LONGMEADOW, MA 01106- Ph: (413) 567-9886 Streets: (N-S) DORSET STREET (E-W) CLUB HOUSE I)RIVELogy Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... PMF Date of Analysis.......... 10/24/95 Other Information ......... PM PEAK HOUR - 2000 BUILD-W/80 SEATS Two-way Stop -controlled Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MCI (%) SU/RV' s ( o ) CV' s 000 PCE's ------------ 0 > 1 0 N 5 201 9 .9 2 1.50 0 1 < 0 N 463 26 .9 .9 -2 ---------------- 0 > 1 < 0 25 0 4 .9 .9 .9 0 1.00 1.00 1.00 Adjustment Factors Vehicle Critical Follow-up Maneuver ------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 -------------- 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HC�: Unsignalized Intersections Release 2.1f CLUBHS80.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EP -------------------------------------------------------- Conflicting Flows: (vph) 528 Potential Capacity: (pcph) 748 Movement Capacity: (pcph) 748 Prob. of Queue -Free State: 0.99 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 543 Potential Capacity: (pcph) 945 Movement Capacity: (pcph) 945 Prob. of Queue -Free State: 0.99 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: 0.99 -------------------------------------------------------- Step 3: TH from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 758 Potential Capacity: (pcph) 437 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: (pcph) 432 Prob. of Queue -Free State: 1.00 -------------------------------------------------------- Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 758 Potential Capacity: (pcph) 385 Major LT, Minor TH Impedance Factor: 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: (pcph) -------------------------------------------------------- 381 3 HC�: Unsignalized Intersections Release 2.1f CLUBHS80.HC0 Page 3 Intersection Performance Summary Avg. 950 Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement -------- (pcph) ------ (pcph) ------ (pcph)(sec/veh) ------ (veh) (sec/veh) EB L 28 381 > -------------- ----- --------- EB T 0 432 > 406 9.6 0.2 B 9.6 EB R 4 748 > NB L 9 945 3.8 0.0 A 0.1 Intersection Delay = 0.4 sec/veh y 1 FCS: Unsignalized Intersections Release 2.1f CLUBHS230.HC0 Page 1 FUSS AND O'NEILL 1200 CONVERSE STREET LONGMEADOW, MA 01106- Ph: (413) 567-9886 Streets: (N-S) DORSET STREET (E-W) CLUB HOUSE D121VFW4V Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... PMF Date of Analysis.......... 10/24/95 Other Information ......... PM PEAK HOUR - 2000 BUILD-W/230 SEATS Two-way Stop -controlled Intersection --------------------------------- Northbound Southbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC' s ( o ) SU/RV' s ( o ) CV's (%) PCE's ------------ 0 > 1 0 N 9 201 9 .9 2 1.50 ---------------- 0 1 < 0 N 463 48 .9 .9 -2 ---------------- 0 > 1 < 0 36 0 6 .9 .9 .9 0 1.00 1.00 1.00--------------- Adjustment Factors Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------- Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HC4,: Unsignalized Intersections Release 2.1f CLUBHS230.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB -------------------------------------------------------- EB Conflicting Flows: (vph) 540 Potential Capacity: (pcph) 737 Movement Capacity: (pcph) 737 Prob. of Queue -Free State: -------------------------------------------------------- 0.99 Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 567 Potential Capacity: (pcph) 920 Movement Capacity: (pcph) 920 Prob. of Queue -Free State: 0.98 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: 0.98 -------------------------------------------------------- Step 3: TH from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 774 Potential Capacity: (pcph) 428 Capacity Adjustment Factor due to Impeding Movements 0.98 Movement Capacity: (pcph) 420 Prob. of Queue -Free State: ---------------------------------------------------------- 1.00 Step 4: LT from Minor Street WB EB ------------------------------------------------------ Conflicting Flows: (vph) 774 Potential Capacity: (pcph) 377 Major LT, Minor TH Impedance Factor: 0.98 Adjusted Impedance Factor: 0.98 Capacity Adjustment Factor due to Impeding Movements 0.98 Movement Capacity: (pcph) --------------------------------------------------------- 370 HA: Unsignalized Intersections Release 2.1f CLUBHS230.HC0 Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) -------- ------ ------ -------------------- --------------- EB L 40 370 > EB T 0 420 > 400 10.2 0.4 C 10.2 EB R 7 737 > NB L 15 920 4.0 0.0 A 0.2 Intersection Delay = 0.6 sec/veh HCS: Unsignalized Intersections Release 2.1f NOWLAND80.HC0 Page 1 ----------------------- FUSS AND O'NEILL 1200 CONVERSE STREET LONGMEADOW, MA 01106- Ph: (413) 567-9886 ------------------------------- Streets: (N-S) DORSET STREET (E-W) NOWLAND FARM ROAD Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... PMF Date of Analysis.......... 9/21/98 Other Information ......... PM PEAK HOUR - 2000 BUILD W/80 SEATS Two-way Stop -controlled Intersection ---------------------- Northbound Southbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC' s ( % ) SU/RV's (%) CV' s ( o ) PCE' s ------------ 0 1 < 0 N 199 2 9 .9 2 --------------- 0 > 1 0 N 12 455 .9 .9 -2 0.91. Adjustment Factors 0 0 0 0 > 1 < 0 1 0 7 9 .9 .9 0 1.00 1.00 1.00 --------------- Vehicle Critical Follow-up Maneuver --------------------------------------------------------------------- Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 n HC_J: Unsignalized Intersections Release 2.1f NOWLAND80.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 222 Potential Capacity: (pcph) 1069 Movement Capacity: (pcph) 1069 Prob. of Queue -Free State: -------------------------------------------------------- 0.99 Step 2: LT from Major Street -------------------------------------------------------- SB NB Conflicting Flows: (vph) 223 Potential Capacity: (pcph) 1342 Movement Capacity: (pcph) 1342 Prob. of Queue -Free State: 0.99 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: -------------------------------------------------------- 0.99 Step 3: TH from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 741 Potential Capacity: (pcph) 446 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: (pcph) 440 Prob. of Queue -Free State: --------------------------------------------------------------- 1.00 Step 4: LT from Minor Street ------------------------------------------------------------- WB EB Conflicting Flows: (vph) 741 Potential Capacity: (pcph) 394 Major LT, Minor TH Impedance Factor: 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: (pcph) 389 HCSJ: Unsignalized Intersections Release 2.1f NOWLAND80.HC0 Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) WB L 1 389 > WB T 0 440 > 895 4.1 0.0 A 4.1 WB R 8 1069 > SB L 12 1342 2.7 0.0 A 0.1 Intersection Delay = 0.1 sec/veh /0 KCS: Unsignalized Intersections Release 2.1f NOWLAND230.HC0 Page 1 FUSS AND O'NEILL 1200 CONVERSE STREET LONGMEADOW, MA 01106- Ph: (413) 567-9886 ----------------------------------------- Streets: (N-S) DORSET STREET (E-W) NOWLAND FARM ROAD Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... PMF Date of Analysis.......... 9/21/98 Other Information ......... PM PEAK HOUR - 2000 BUILD W/230 SEATS Two-way Stop -controlled Intersection - ----------------------- Northbound Southbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC' s ( o ) SU/RV' s ( o ) CV's (%) PCE's ------------ 0 1 < 0 N 203 2 .9 .9 2 0 > 1 0 N 12 457 .9 .9 -2 0.91 ---------------- Adjustment Factors 0 > 1 < 0 1 0 7 .9 .9 .9 0 1.00 1.00 1.00 Vehicle Critical Follow --up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 /f HCS� Unsignalized Intersections Release 2.1f NOWLAND230.HC0 Page 2 Worksheet for TWSC Intersection --------------------------------------------------------- Step 1: RT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 227 Potential Capacity: (pcph) 1062 Movement Capacity: (pcph) 1062 Prob. of Queue -Free State: -------------------------------------------------------- 0.99 Step 2: LT from Major Street -------------------------------------------------------- SB NB Conflicting Flows: (vph) 228 Potential Capacity: (pcph) 1335 Movement Capacity: (pcph) 1335 Prob. of Queue -Free State: 0.99 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: -------------------------------------------------------- 0.99 Step 3: TH from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 748 Potential Capacity: (pcph) 442 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: (pcph) 436 Prob. of Queue -Free State: -------------------------------------------------------- 1.00 Step 4: LT from Minor Street --------------------------------------------------------- WB EB Conflicting Flows: (vph) 748 Potential Capacity: (pcph) 391 Major LT, Minor TH Impedance Factor: 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: (pcph) --------------------------------------------------- 386 /Z HCSt Unsignalized Intersections Release 2.1f NOWLAND230.HC0 Page 3 Intersection Performance Summary Avg. 950 Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement -------- (pcph) ------ (pcph) (pcph)(sec/veh) ------ ------ (veh) (sec/veh) WB L 1 386 > -------------- ----- --------- WB T 0 436 > 889 4.1 0.0 A 4.1 WB R 8 1062 > SB L 12 1335 2.7 0.0 A 0.1 Intersection Delay = 0.1 sec/veh RCS: Unsignalized Intersections Release 2.1f OLDCRSB.HCO Page 1 FUSS AND O'NEILL 1200 CONVERSE STREET LONGMEADOW, MA 01106- Ph: (413) 567-9886 --------------------------- Streets: (N-S) DORSET STREET (E-W) OLD CROSS ROAD Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... SJS Date of Analysis.......... 10/24/95 Other Information ......... PM PEAK HOUR - 2000 BUILD W/80 SEATS Two-way Stop -controlled Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (o) SU/RV's (o) CV's (o) PCE's ------------ 0 > 1 < 0 N 3 173 13 .9 .9 .9 -2 0.90 --------------- 0 > 1 < 0 N 73 408 15 .9 .9 .9 -2 0.90 ---------------- 0 > 1 < 0 9 0 1 9 .9 .9 0 1.10 1.10 1.10 ---------------- Adjustment Factors 0 > 1 < 0 6 0 41 9 .9 .9 0 1.10 1.10 1.10 ---------------- Vehicle Critical Follow-up Maneuver --------------------------------------------------------------------- Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 iy HCS; Unsignalized Intersections Release 2.1f OLDCRSB.HCO Page 2 Worksheet for TWSC Intersection --------------------------------------------------------- Step 1: RT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 199 462 Potential Capacity: (pcph) 1098 808 Movement Capacity: (pcph) 1098 808 Prob. of Queue -Free State: 0.95 1.00 --------------------------------------------------------- Step 2: LT from Major Street SB NB Conflicting Flows: (vph) 206 470 Potential Capacity: (pcph) 1367 1024 Movement Capacity: (pcph) 1367 1024 Prob. of Queue -Free State: 0.95 1.00 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: 0.93 1.00 --------------------------------------------------------- Step 3: TH from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 753 752 Potential Capacity: (pcph) 439 440 Capacity Adjustment Factor due to Impeding Movements 0.92 0.92 Movement Capacity: (pcph) 405 406 Prob. of Queue -Free State: 1.00 1.00 -------------------------------------------------------- Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 745 768 Potential Capacity: (pcph) 392 380 Major LT, Minor TH Impedance Factor: 0.92 0.92 Adjusted Impedance Factor: 0.94 0.94 Capacity Adjustment Factor due to Impeding Movements 0.94 0.90 Movement Capacity: (pcph) --------------------------------------------------------- 368 341 /S HCS_: Unsignalized Intersections Release 2.1f OLDCRSB.HCO Page 3 Intersection Performance Summary Avg. 950 Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement -------- (pcph) ------ (pcph) ------ (pcph)(sec/veh) ------ ------- (veh) ------- (sec/veh) EB L 11 341 > ----- ---------- EB T 0 406 > 358 10.4 0.0 C 10.4 EB R 1 808 > WB L 8 368 > WB T 0 405 > 865 4.5 0.1 A 4.5 WB R 51 1098 > NB L 3 1024 3.5 0.0 A 0.1 SB L 73 1367 2.8 0.0 A 0.4 Intersection Delay = 0.7 sec/veh 16 HCS: Unsignalized Intersections Release 2.1f OLDCROSB.HCO Page 1 -------------------------- FUSS AND O'NEILL 1200 CONVERSE STREET LONGMEADOW, MA 01106- Ph: (413) 567-9886 ----------------------------- Streets: (N-S) DORSET STREET (E-W) OLD CROSS ROAD Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... SJS Date of Analysis.......... 10/24/95 Other Information......... PMPEAK HOUR - 2000 BUILD ta/�XP, /�c°57N�urf+iv7" Cu�230 SE, Two-way Stop -controlled Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MCI ( o) SU/RV's (%) CV's (%) PCE's ------------ 0 > 1 < 0 N 3 177 13 .9 .9 .9 -2 0.90 ---------------- 0 > 1 < 0 N 73 410 15 .9 .9 .9 -2 0.90 ---------------- 0 > 1 < 0 9 0 1 9 .9 .9 0 1.10 1.10 1.10 ---------------- Adjustment Factors 0 > 1 < 0 6 0 41 .9 .9 .9 0 1.10 1.10 1.10 --------------- Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 /% p " HCS: Unsignalized Intersections Release 2.1f OLDCROSB.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street -------------------------------------------------------- WB EE Conflicting Flows: (vph) 204 464 Potential Capacity: (pcph) 1091 806 Movement Capacity: (pcph) 1091 806 Prob. of Queue -Free State: 0.95 1.00 -------------------------------------------------------- Step 2: LT from Major Street SB NB --------------------------------------------------------- Conflicting Flows: (vph) 211 473 Potential Capacity: (pcph) 1360 1020 Movement Capacity: (pcph) 1360 1020 Prob. of Queue -Free State: 0.95 1.00 TH Saturation Flow Rate: (pcphpl) 1700 1.700 RT Saturation Flow Rate: (pcphpl) 1700 1.700 Major LT Shared Lane Prob. of Queue -Free State: 0.93 1..00 ----------------------------------------------------------- Step 3: TH from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 761 760 Potential Capacity: (pcph) 435 435 Capacity Adjustment Factor due to Impeding Movements 0.92 0.92 Movement Capacity: (pcph) 401 401 Prob. of Queue -Free State: 1.00 1.00 -------------------------------------------------------- Step 4: LT from Minor Street WB EB --------------------------------------------------------- Conflicting Flows: (vph) 753 776 Potential Capacity: (pcph) 388 376 Major LT, Minor TH Impedance Factor: 0.92 0.92 Adjusted Impedance Factor: 0.94 0.94 Capacity Adjustment Factor due to Impeding Movements 0.94 0.90 Movement Capacity: (pcph) 365 337 HCS: Unsignalized Intersections Release 2.1f OLDCROSB.HCO Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) -------- EB L ------ 11 ------ ------ 337 > -------------- ----- --------- EB T 0 401 > 354 10.5 0.0 C 10.5 EB R 1 806 > WB L 8 365 > WB T 0 401 > 859 4.5 0.1 A 4.5 WB R 51 1091 > NB L 3 1020 3.5 0.0 A 0.1 SB L 73 1360 2.8 0.0 A 0.4 Intersection Delay = 0.7 sec/veh /9 ALL -WAY STOP -CONTROLLED INTERSECTIONS --Level of Service Analysis Location: DORSET ST / BARSTOW RD / CHEESE FACTORY RD Condition: PM PEAK HOUR - 2000 BUILD se a7ts Eastbound Westbound Northbound Southbound Left -Turn Volume 32 69 9 40 Through Volume 119 158 109 208 Right -Turn Volume 52 24 36 65 Peak -Hour Factor 0.77 0.77 0.77 0.77 Number of Lanes 1 1 1 1 Capacity, vph 481 564 492 570 Volume/Capacity Ra 0.55 0.58 0.41 0.71 Delay, sec/veh 8 9 5 15 Level of Service B B A C Range Check Error Error Error OK Version 1.1, Michael Kyte, University of Idaho (208-885-6002) 20 a i i i J J jjcm: SIGNALIZED INTERS )ON SUMMARY Version 2.4 �0-25-1995 Puss & O'Neill, Inc. Streets: (E-W) SWIFT STREET (N-S) SPEAR STREET Analyst: SJS File Name: SPEARSWB.HC9 Area Type: Other 10-24-95 PM PEAK Comment: 2000 BUILD (H/iTy LAiVF W10eN/Au6 1MP1e0VxiieAJ-fS PN.gSE/r1M1N6 ,ecvs,) ------------------------------------------------------------------ Eastbound Westbound Northbound Southbound WI Bo SAFFg7-5 L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes > 1 1 1 1< 1 1< > 1 < Volumes 46 222 263 198 69 26 141 148 168 73 291 133 Lane Width 13.0 12.0 11.0 11.0 10.0 12.0 10.0 RTOR Vols 20 2 6 23 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right * Right Peds Peds WB Left * * SB Left Thru * * Thru Right * * Right Peds Peds NB Right EB Right SB Right WB Right Green 7.OA 15.OA Green 5.OA 40.OA Yellow/AR 4.0 5.o Yellow/AR 4.0 5.0 Cycle Length: 85 secs Phase combination order: #1 #2 #5 #6 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ----------- ----- ----- ----- --- ----- --- EB LT 359 1796 o.830 0.200 31.4 D 24.5 C R 494 1615 0.547 0.3o6 16.9 C WB L 251 1745 o.876 0.224 34.2 D 27.4 D TR 581 1765 0.179 0.329 13.1 B NB L 210 1668 0.748 0.176 16.4 C 9.0 B TR 1o4o 1734 0.331 0.600 5.6 B SB LTR 561 1135 0.938 o.494 30.3 D 30.3 D Intersection Delay = 22.5 sec/veh Intersection LOS = C Lost Time/Cycle, L = 12.0 sec Critical v/c(x) = 0.925 ----------------------------------------------------------------------- 2/ ItCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 09-22-1998 FUSS AND O'NEILL ------------------- Streets: (E-W) SWIFT STREET (N-S) SPEAR STREET Analyst: SJS File Name: SPPARSWP.HC9 Area Type: Other 10-24-95 PM PEAK Comment: 2000 BUILD w/230 SEATS w/ LANE WIDENING ------------------- Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes 0 > 1 1 1 1 < 0 1 1 < 0 0 > 1 < 0 Volumes 46 226 263 199 70 26 141 148 171 75 291 133 Lane W (ft) 13.0 12.0 11.0 11.0 10.0 12.0 10.0 RTOR Vols 20 2 6 23 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right * Right Peds Peds WB Left * * SB Left Thru * * Thru Right * * Right Peds Peds NB Right EB Right SB Right WB Right Green 7.OA 15.OA Green 5.OA 40.OA Yellow/AR 4.0 5.0 Yellow/AR 4.0 5.0 Cycle Length: 85 secs Phase combination order: #1 #2 #5 #6 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ----------- ----- ----- ----- --- ----- --- EB LT 359 1797 0.840 0.200 32.3 D 25.0 C R 494 1615 0.547 0.306 16.9 C WB L 251 1745 0.880 0.329 34.8 D 27.8 D TR 582 1766 0.181 0.329 13.1 B NB L 280 1668 0.561 0.600 8.3 B 6.4 B TR 1039 1732 0.334 0.600 5.6 B SB LTR 562 1137 0.940 0.494 30.6 D 30.6 D Intersection Delay = 22.1 sec/veh Intersection LOS = C Lost Time/Cycle, L = 12.0 sec Critical v/c(x) = 0.928 ----------------------------------------------------------------------- ZZ tJr_S:° Unsignalized Intersections Release 2.1f DEERFLDB.HCO Page 1 FUSS AND O'NEILL 1200 CONVERSE STREET LONGMEADOW, MA 01106- Ph: (413) 567-9886 ------------------------- Streets: (N-S) SPEAR STREET (E-W) DEERFIELD DRIVE Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... SJS Date of Analysis.......... 10/24/95 Other Information ......... PM PEAK HOUR - 2000 BUILD w/80 SEATS Two-way Stop -controlled Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC' s ( % ) SU/RV's (o) CV' s (0-0 PCE's ------------ 0 > 1 < 0 N 3 381 1.1 .95 .95 .95 3 1.40 --------------- 1 1 < 0 N 32 673 56 .95 .95 .95 -3 1.00 0 > 1 < 0 29 0 3 .95 .95 .95 0 1.10 1.10 1.10 ---------------- Adjustment Factors 0 > 1 1 6 0 18 .95 .95 .95 -3 1.00 1.00 1.00 Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 23 l ,rr J HCS: Unsignalized Intersections Release 2.1f DEERFLDB.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 407 738 Potential Capacity: (pcph) 861 585 Movement Capacity: (pcph) 861 585 Prob. of Queue -Free State: -------------------------------------------------------- 0.98 0.99 Step 2: LT from Major Street --------------------------------------------------------- SB NB Conflicting Flows: (vph) 413 767 Potential Capacity: (pcph) 1090 739 Movement Capacity: (pcph) 1090 739 Prob. of Queue -Free State: 0.97 0.99 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) 1700 Major LT Shared Lane Prob. of Queue -Free State: -------------------------------------------------------- 0.99 Step 3: TH from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 1211 1188 Potential Capacity: (pcph) 253 260 Capacity Adjustment Factor due to Impeding Movements 0.96 0.96 Movement Capacity: (pcph) 243 250 Prob. of Queue -Free State: -------------------------------------------------------- 1.00 1.00 Step 4: LT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 1183 1191 Potential Capacity: (pcph) 219 216 Major LT, Minor TH Impedance Factor: 0.96 0.96 Adjusted Impedance Factor: 0.97 0.97 Capacity Adjustment Factor due to Impeding Movements 0.97 0.95 Movement Capacity: (pcph) -------------------------------------------------------- 212 205 2y HCS: Unsignalized Intersections Release 2.1f DEERFLDB.HCO Page 3 Intersection Performance Summary Avg. 95°s Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) EB L 34 205 > EB T 0 250 > 216 20.1 0.7 D 20.1 EB R 3 585 > WB L 6 212 > 212 17.5 0.0 C WB T 0 243 > 7.6 WB R 19 861 4.3 0.0 A NB L 4 739 4.9 0.0 A 0.0 SB L 34 1090 3.4 0.0 A 0.1 Intersection Delay = 0.8 sec/veh Z5 H;��:,-Unsignalized Intersections Release 2.1f DE)FLIB.HC0 Page 1 --------------------------- FUSS AND O'NEILL 1200 CONVERSE STREET LONGMEADOW, MA 01106- Ph: (413) 567-9886 ------------------------- Streets: (N-S) SPEAR STREET (E-W) DEERFIELD DRIVE Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... SJS Date of Analysis.......... 10/24/95 Other Information ......... PM PEAK HOUR - 2000 BUILD w/230 SEATS Two-way Stop -controlled Intersection ---------------------------- Northbound Southbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's (a) SU/RV's (%) CV's (o) PCE's ------------ 0 > 1 < 0 N 3 384 11 .95 .95 .95 3 1.40 --------------- 1 1 < 0 N 32 674 56 .95 .95 .95 -3 1.00 ---------------- 0 > 1 < 0 29 0 3 .95 .95 .95 0 1.10 1.10 1.10 --------------- Adjustment Factors 1 0 1 6 18 .95 .95 -3 1.00 1.00 --------------- Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 2,6 HCS: Unsignalized Intersections Release 2.1f DEERFLIB.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 410 738 Potential Capacity: (pcph) 858 585 Movement Capacity: (pcph) 858 585 Prob. of Queue -Free State: 0.98 0.99 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 416 768 Potential Capacity: (pcph) 1086 738 Movement Capacity: (pcph) 1086 738 Prob. of Queue -Free State: 0.97 0.99 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) 1700 Major LT Shared Lane Prob. of Queue -Free State: 0.99 -------------------------------------------------------- Step 3: TH from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 1192 Potential Capacity: (pcph) 258 Capacity Adjustment Factor due to Impeding Movements 0.96 Movement Capacity: (pcph) 248 Prob. of Queue -Free State: 1.00 -------------------------------------------------------- Step 4: LT from Minor Street WB EB --------------------------------------------------------- Conflicting Flows: (vph) 1187 1195 Potential Capacity: (pcph) 218 215 Major LT, Minor TH Impedance Factor: 0.96 0.96 Adjusted Impedance Factor: 0.97 0.96 Capacity Adjustment Factor due to Impeding Movements 0.97 0.94 Movement Capacity: (pcph) -------------------------------------------------------- 211 202 27 HCS: ------------ Unsignalized Intersections Release 2.1f DEERFLIB.HC0 Page 3 Intersection Performance Summary Avg. 950 Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement -------- (pcph) ------ (pcph) (pcph)(sec/veh) ------ ------ -------------- (veh) ----- (sec/veh) EB L 34 202 > --------- EB T 0 248 > 213 20.4 0.7 D 20.4 EB R 3 585 > WB L 6 211 17.6 0.0 C 7.6 WB R 19 858 4.3 0.0 A NB L 4 738 4.9 0.0 A 0.0 SB L 34 1086 3.4 0.0 A 0.1 Intersection Delay = 0.8 sec/veh 28' --- rwicsa a I / i l ♦ IIaDOKAiD STORM MH RIM=387.0 GRAPHIC SCALE INV.=382.0 If A. summ IMOOR OWN "VlF I 9.9cswr ArObAlest — ` 1 iscwos n Y rFK mRt ►dt of asn 1 uveo oa a�w P ,� � ; ••- — � — —� �, W IIee1L 1Vm 8...1 rv..wea •�w�ss����N�JJ r M9 a RECEIVE -- 1 � � � 4n� SEP 2 4 1998 , f 444 City of So. Burlingto /�(a / / ' / , / IMP4WJ.' i� y•� %/j�/ /�/��/%///�i�,r�j// ///%// ./' OBIO�g1•iell�7ar O P/JAflla FQ! / 1 y � I iiEl; A \ 9" w4 J��41 --- NU� WALL aa\a rAmme Lay R � Q. GMNL C/Rr M7/ �e\ IX � GILT M11.... an 996 DOR5ET STREET C-17 r iw�ra a 1 , ♦ Aca STORM MH \ / RIM=387.0 - — GRAPHIC SCATS INV.= `82 0 d - ...., .��••ti��x `,v yv v v. , ak mRr► dt �oc b a rmmi � � 1 a 9 CN 1.w aw.r — r'--- � U760 O.S bwrm1 /i jDECK IRAN [dam 0 ale dJL� k eoe rs Ix mAFdOSD �� � ♦ _ � �- El rMMI lG7 �UJ� .N�.7r i . aaa0 ,^-�� r to aAa ..-.�. - _ ; % �>` / rur arATol 1 I SEP 2 4194 � ' 4 � � i � "• •y; � `�. / City of So. Burli gton<'!;- -�- \, \� OAAW , I 1 jF • iL S i Ix o>r . (, rat '•� c . iWM wl 10 � IlM 0 `l .v-42'° 6 a \\ 1 j a.ay�Okf1M11 15 - Q W�Q CJRT►ATM /--- s 1._ DORSET STREET C-17 MAIN ENTRANCE DORSET STREET ARKIN G P PARKING LOT a �- POOL CHANGING/ 9 TENNIS PRO SHOP A L TENNIS COURTS LANE J OR OLYMPIC •� L� g A. KIDDIE POOL A a d OVERFLOW PARKING EXISTING n DAIRY BARN , T , MAIN ARKINC `> (1 J : / �.� ENTRANCE - �f in6o / AND�ICK�P l v / 1�-4- F+�'�'✓J-,-F ham-+ TO FIRST TEE CLUBHOUSE I1 TO TENTH TEE 4 I NINTH GREEN RECEIVED SEP 0 9 1998 City of So. Burlington MASTER PLAN FOR VERMONT NATIONAL COUNTRY CLUB SEPTEM.BER 1, 1998 TRUEX CULL I N S AND PARTNERS ARCHITECTS BURL INGTON, V E R M ONT SASAKI ASSOCIATES, INC. WATERTOWN, MA SSACHUSSETTS N� _ WED 8 1996 Burlington PO �? 3j - 378 n 1 I I I I H � \ I t t t t J1 I I t / J I "" I I � + 380—� N/F ILA ISHAM ; 3y� 8�"' orA=W 390 in 1PIG. aIma M OM406 UN aey caw. Ar hft-r ----lip, � WIMAUa naeutt ut' eo 11.a, td+q A is 406 recta. aesoe 3 11, mm 41 FY1/E Purnmmo Ar CHrPM - / ` ` x i Eff' _ 0 ' ---------------- i ! 410 T WASH F�1 MO. or --------------- / ��� %% /' - - a f� �C'. •''}•• _-PHASE p4 ---- i/1 : R81.407.8 ...:,�� o - NV-4022 ------- El ,' \ $ - INV.-402,��/ WATER BOOSTFR fL_ / FrC PUMP STATION 3 / 90 _ METER 41 / 0 w r::' i � - MAJANCE O ENTRANCE SIGN / 0 25� -' �9 Nv..39t.7 �� � j' .. /�T�"`}-':yL2a o may sme ® O 394.E ..._ - + p4 / % / `•'.4 y y�{ /E6 I i �{� . � STA 318+50 A 397. i R111-42e.0 I - . I 310+ 3t1+ 312+Oct d t �.., / - � SALES ENTRANCE / GOLF / $MH = , SMH /SS INV-<19.0 / S COURSE PARKING SIGN + STA 316+70 C8 /149 ;ii, .,_. .STA 31'b+23 i� .:. RRt-418.0 I I ! I 5 �'tb1100KfC,1JOT RIM- .397.1 -;/ / NV-4Q&5 �'� t t NV-409.5 t INV.-394.0 %� RIM- '403.0 4' VALVE �I j ��--� -�-- OR S 5 NV.-400.0 / +3r In rAwr wA7w P 4 cmp /a3 GNP fay � /a __DORnT-- H Ste'- --�- -- +--r —r. RSET STREET-- , -- �:------ __ -- ---------- ---------- - _ - -------------- -------- t-- --------- - 7----------------- one®spa-==T---- _— --' as #150 .Em> RIM- 398.6 NV,-394.5 �IVED JUN 1 b 14c.1 TIM, tr City of So. Burlington -� C-17 f CITY OF SOUTH BURLINGTON Subdivision Application - SKETCH PLAN 1) Name, address, and phone number of: a. Owner of record Vermont National Country Club 1227 Dorset Street So. Burlington, VT 05403 b. Applicant Vermont National Country Club 1227 Dorset Street So. Burlington, VT 05403 c. Contact David S. Marshall, Civil Engineering Associates P.O. Box 485, Shelburne, VT 05482 (802) 985-2323 2) Purpose, location, and nature of subdivision or development, including number of lots, units, or parcels and proposed use(s). Revise layout of lots at Four Sisters Road to eliminate one single-family lot in favor of one duplex building with zero lot lines and to provide a gentle curve in the horizontal alignment of Four Sisters Road. 3) Applicant's legal interest in the property (fee simple, option, etc. Fee Simple 4) Names of owners of record of all contiguous properties J. Larkin Estate of I.M. Isham M. Underwood 5) Type of existing or proposed encumbrances on property such as easements, covenants, leases, rights of way, etc. Existing easements to GMP, City of South Burlington and future right-of-way. 1 6) Proposed extension, relocation, or modification of municipal facilities such as sanitary sewer, water supply, streets, storm drainage, etc. _Realignment of previously approved stormwater system, water supply system and sewage collection system. 7) Describe any previous actions taken by the Zoning Board of Adjustment or by the South Burlington Planning Commission which affects the proposed subdivision, and include the dates of such actions: Final Plat approval of revised Nowland Farm Road on 4-14-98 8) Submit five copies and one reduced copy (81 x 11, 8} x 14 or 11 x 17) of a Sketch plan showing the following information: a) Name and address of the owner of record and applicant. b) Name of owners of record of contiguous properties. c) Date, true north arrow and scale (numerical and graphic). d) Boundaries and area of: 1) all contiguous land belonging to owner of record, and 2) proposed subdivision. e) Existing and proposed layout of property lines; type and location of existing and proposed restrictions on land, such as easements and covenants. f) Type of, location, and size of existing and proposed streets, structures, utilities, and open space. g) Existing zoning boundaries. h) Existing water courses, wetlands, floodplains, wooded areas, ledge outcrops, and other natural features. i) Location of existing septic systems and wells. j) Location map, showing relation of proposed subdivision to adjacent property and surrounding area. k) All applicable information required for a site plan, as provided in the South Burlington Zoning Regulations, shall be submitted for subdivisions involving a commercial or industrial complex, multi -family project, planned unit development, or planned residential development. 4 21-9 C� (Signature) applicant or contact person Date David S. Marshall, P.E. CITY OF SOUTH BURLINGTON Subdivision Application - FINAL PLAT 1 ) Name of Applicant JAM Golf LLC 2 ) Name of Subdivision __Economou Farms Golf Course 3) Indicate any change to name, address, or phone number of owner of record, applicant, contact person, engineer, surveyor, attorney or plat designer since preliminary plat application Change the name of Owner/Applicant from EZP Golfco, Inc. to JAM Golf LLC 4) Indicate any changes to the subdivision, such as number of lots or units, property lines, applicant's legal interest in the property, or developmental timetable, since preliminary plat application: Modify alignment of Nowland Farm Road and Four Sisters Road, reconfigure lots and two Townhouse units. 5) Submit five copies and one reduced copy (11 x 17) of a final plat plus engineering drawings and cRntaining all information required under Section 202.1 of the subdivision regulations for a minor subdivision and under Section 204.1(a) for a major subdivision. 6) Submit two draft copies of all legal documents required under Section 202.1 (11) and (12) of the subdivision regulations for a minor sudivision and under Section 204.1(b) for a major subdivision. (Signature) applicant or contact person .o . r7 S . L-ko-p S tts-...,-- C.1 -J.... L *see . Pe soc... Date CIVIL ENGINEERING ASSOCIATES, INC. P. O. Box 485 (802) 985-2323 SHELBURNE, VERMONT 05482 Fax No. (802) 985-2271 CHARLES R. DUNHAM President STEPHEN A. VOCK May13 1998 Vice President Y JEAN -CAROL DUNHAM Treasurer Mr. Joe Weith, City Planner City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Economou Farms Golf Course Subdivision- Four Sisters Road Request for Sketch Plan Review - Substituted Plan Dear Mr. Weith: Further discussions with a potential buyer of the Four Sisters Road properties has caused us to revise the proposed sketch plan for the lots located near the intersection of Four Sisters Road and Nowland Farm Road. The major change in roadway alignments includes the use of a 300' radius for Nowland Farm Road so that the right-of-way lines up in a more formal manner with the Southeast Summit project. In addition, the intersection of Four Sisters Road and Nowland Farm Road has been moved to the west. The area on the south side of this intersection has been increased and now will host two proposed duplex condominiums. The area to the east of this intersection has been enlarged to host three proposed duplex condominiums. Lastly, the area immediately to the west-northwest of the intersection will now only host one duplex condominium. The total number of units being proposed in this area of the Economou Farms (Vermont National) Golf Course is 39 compared with the originally approved total of 38 and currently approved total of 37. The applicant is proposing to combine a number of driveways to improve traffic movements in this area. We have reviewed this on a preliminary basis with Mr. Bill Szymanski, P.E., City Engineer and he has asked that adequate intersection sight distance be provided for a 40-45 m.p.h. design speed. The American Association of State Highway and Transportation Officials (AASHTO) recommends the use of an intersection sight distance of 275' to 325' for a 40 mph design speed (see enclosed AASHTO 800 & 801). In order to maintain a corner sight distance of 325', the applicant is proposing the inclusion of a sight line easement precluding the placement of any feature that is both wider than 18" and taller than 30" as a means of ensuring that adequate intersection sight distance can be maintained. The plans have been revised to include the proposed driveway locations and curb cuts for each condominium complex. STUDIES • DESIGN • INSPECTION • TESTING SURVEYING & LAND DEVELOPMENT HYDRAULICS & HYDROLOGY SANITARY & WATER FOUNDATIONS 8 STRUCTURES CONCRETE & SOIL TESTING Mr. Joe Weith Page two May 13, 1998 Please find enclosed eight copies of the sketch plan of the proposed realignment of Four Sisters Road, Nowland Farm Road and the units near this intersection. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall; P.E. Project Engineer Enclosures: 8 Copies of Full Size Sheets of Sketch Plan cc: J. Magnus E:\OFFICE\WPWIN\LEr\98144\WErrH983.SKT ITT� CIVIL ENGINEERING ASSOCIATES, INC. P. O. Box 485 (802) 985-2323 SHELBURNE, VERMONT 05482 Fax No. (802) 985-2271 CHARLES R. DUNHAM President STEPHEN A. VOCK April 22, 1998 Vice President JEAN -CAROL DUNHAM Treasurer Mr. Joe Weith, City Planner City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Economou Farms Golf Course Subdivision- Four Sisters Road Request for Sketch Plan Review Dear Mr. Weith: Please find enclosed a sketch of the proposed realignment of Four Sisters Road. Based on discussions with the new owner of the property, they would like to eliminate the long "bowling alley" concept in favor of a roadway with a gentle curve to improve upon the aesthetics. At this time we have abandoned the idea of eliminating the cul-de-sac. With this sketch plan we are taking a closer look at the realignment of the single-family lots and the re -orientation of the duplex and zero lot line parcels to provide a better buffer between Nowland Farm Road and the remaining single family lots. The total density rises from 37 units to 38 units to match the original density of the development in this area. Please find enclosed a rough sketch of the new alignment of Four Sisters Road and a copy of the current lot layout. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer Enclosures: II" x 17" Existing Approved Plan I1" x 17" Proposed Sketch Plan 8 Copies of Full Size Sheets of Sketch Plan cc: J. Magnus E:\OFFICE\WPWIN\LFT\98144\WErFI1982.SKT STUDIES • DESIGN • INSPECTION • TESTING SURVEYING & LAND DEVELOPMENT HYDRAULICS & HYDROLOGY SANITARY & WATER FOUNDATIONS & STRUCTURES CONCRETE & SOIL TESTING CIVIL ENGINEERING ASSOCIATES, INC. P. O. Box 485 (802) 985-2323 SHELBURNE, VERMONT 05482 Fax No. (802) 985-2271 CHARLES R. DUNHAM President STEPHEN A. VOCK Vice President April 7, 1998 JEAN -CAROL DUNHAM Treasurer Mr. Joe Weith, City Planner City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Econornou Farms '"elf Corse Subdivision- Four Sisters Road Request for Sketch Plan Review Dear Mr. Weith: Please find enclosed a sketch of the proposed realignment of Four Sisters Road. Based on discussions with the new owner of the property, they would like to eliminate the long "bowling alley" concept in favor of a roadway with a gentle curve to improve upon the aesthetics. We have also conducted discussions with John Larkin and his engineer, Lance Llewellyn, concerning a better integration of the Pinnacle at Spear project with the Four Sisters Road portion of the previously approved Economou Farms Subdivision. In this case we are looking at improving the traffic circulation and eliminating the currently approved cul-de-sac on Four Sisters Road. With this sketch plan we are taking a closer look at the realignment of the single-family lots and the re -orientation of the duplex and zero lot line parcels to provide a better buffer between Nowland Farm Road and the remaining single family lots. The applicant is very interested in appearing before the Planning Commission on April 28th to provide a brief overview of the proposed improvements. Please find enclosed a rough sketch of the new alignment of Four Sisters Road and a copy of the current lot layout. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer Enclosures: 11" x 17" Option D Sketch Plan I I" x 17" Option F Current Site Plan cc: J. Magnus E:\OFFICE\WPWIN\LEr\98144\WErrH99.SKT STUDIES • DESIGN • INSPECTION • TESTING SURVEYING & LAND DEVELOPMENT HYDRAULICS & HYDROLOGY SANITARY & WATER FOUNDATIONS & STRUCTURES CONCRETE & SOIL TESTING ITIN� CIVIL ENGINEERING ASSOCIATES, INC. P. O. Box 485 (802) 985-2323 SHELBURNE, VERMONT 05482 Fax No. (802) 985-2271 CHARLES R. DUNHAM President July 6, 1998 Mr. Ray Belair, Assistant City Planner City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Economou Farms Golf Course Subdivision- Four Sisters Road Final Plat Amendment - Revised Additional Lot Information Dear Mr. Belair: STEPHEN A. VOCK Vice President JEAN -CAROL DUNHAM Treasurer In accordance with your request and based upon the latest revisions to the proposed Four Sisters Road Final Plat, we have summarized the status of the total number and types of lots associated with the Economou Farms Golf Course Subdivision. Four Sisters Road Area Original Revised Type Approval Approval Proposed Single Family Homes 27 26 26 Zero Lot Line Single Family Homes 4 2 1 Zero Lot Line Duplex Units 8 8 10 Duplex Units 0 0 0 Total 39 36 37 Entire Project Golf Course Four Sisters Four Sisters Original Road Road Proposed Type Approval Revisions Revisions Revisions Total Single Family Homes 142 -18 -1 0 123 Zero Lot Line Single Family Homes 41 0 -2 -1 38 Zero Lot Line Duplex Units 8 0 0 +2 10 Duplex Units 0 32 0 0 32 Total 191 +14 -3 +1 203 Preliminary Plat Approval Only Type Original Approval Condominiums (Lot 108) 40 To determine the number of duplex buildings, divide the number of duplex units by two. Concerning the configurations of the single family lots, there are no proposed changes from the original or amended approvals. STUDIES a DESIGN • INSPECTION • TESTING SURVEYING & LAND DEVELOPMENT HYDRAULICS & HYDROLOGY SANITARY 8 WATER FOUNDATIONS & STRUCTURES CONCRETE 8 SOIL TESTING Mr. Ray Belair Page two July 6, 1998 If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshal, P.E. Project Engineer cc: J. Magnus C:\OFFICE\WPWIN\LE119S 144\ 16\BELAIR2.INF ) lik CIVIL ENGINEERING ASSOCIATES, INC. P. O. Box 485 (802) 985-2323 SHELBURNE, VERMONT 05482 Fax No. (802) 985-2271 CHARLES R. DUNHAM President STEPHEN A. VOCK July 6, 1998 Vice President JEAN -CAROL DUNHAM Treasurer Mr. Joe Weith, City Planner City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Economou Farms Golf Course Subdivision Request for Phase II Final Plat Amendment Approval Four Sisters Road Revisions Dear Mr. Weith: Based on additional review of the lot configuration on the south side of the intersection of Four Sisters Road and Nowland Farm Road, the applicant has chosen to reduce the number of units from six to four in this area. The applicant still is seeking access off of Nowland Farm Road and this is depicted within Option A. This is still the preferred option of the applicant and the Mr. Bill Szymanski, City Engineer as outlined in our June 17, 1998 letter to you. The revised Option B represents the same number of units but with access off of Four Sisters Road. Please find enclosed five sets of the revised plans. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall,'P.E. Project Engineer \dsm Enclosures Five Copies of: Revised Final Plat, Sheet 3 of 7 - Option A Revised Final Plat, Sheet 3 of 7 - Option B Revised Sheets C2.1, 4, 6, 9 and C-13, 18 One Copy of: Reduced Scale Sheet C-2.4 (Option A) cc: J. Magnus (two sets of plans) D. Burke (two sets of plans) C:\OFFICE\W PWIN\LM8144\ 16\WEITH2. FIN STUDIES - DESIGN - INSPECTION - TESTING SURVEYING 8 LAND DEVELOPMENT HYDRAULICS 8 HYDROLOGY SANITARY 8 WATER FOUNDATIONS 8 STRUCTURES CONCRETE & SOIL TESTING CIVIL ENGINEERING ASSOCIATES, INC. P. O. Box 485 (802) 985-2323 SHELBURNE, VERMONT 05482 Fax No. (802) 985-2271 CHARLES R. DUNHAM President STEPHEN A. VOCK Vice President JEAN -CAROL DUNHAM June 17, 1998 Tre05urer Mr. Joe Weith, City Planner City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Economou Farms Golf Course Subdivision Request for Phase II Final Plat Amendment Approval Four Sisters Road Revisions Dear Mr. Weith: On May 26, 1998, the Planning Commission reviewed a sketch plan application that requested revisions in the alignment of Nowland Farm Road and Four Sisters Road. The major change in roadway alignments includes the use of a 300' radius for Nowland Farm Road so that the right-of-way lines up in a more formal manner with the Southeast Summit project. In addition, the intersection of Four Sisters Road and Nowland Farm Road has been moved to the west. The area on the south side of this intersection has been increased and now will host two proposed duplex condominiums. The area to the east of this intersection has been enlarged to host three proposed duplex condominiums. Lastly, the area immediately to the west-northwest of the intersection will now only host one duplex condominium. The total number of units being proposed in this area of the Economou Farms (Vermont National) Golf Course is 39 compared with the originally approved total of 38 and currently approved total of 37. The applicant is proposing to combine a number of driveways to improve traffic movements in this area. We met with you and Bill Szymanski, P.E., City Engineer, on June 4, 1998 to review the proposed curb cuts onto Four Sisters Road and Nowland Farm Road. A consensus from Staff could not be reached on the recommended means of accessing these properties. At the request of Staff, we have enclosed two options. Option A is endorsed by Bill Szymanski while Option B is endorsed by you. Both options will require the inclusion of a site line easement in front of unit 36. Concerning the cumulative development issues raised during the sketch plan review we offer the following discussions and recommended conditions of approval: STUDIES • DESIGN • INSPECTION • TESTING SURVEYING & LAND DEVELOPMENT HYDRAULICS & HYDROLOGY SANITARY & WATER FOUNDATIONS & STRUCTURES CONCRETE 8 SOIL TESTING Mr. Joe Weith Page 2 June 17, 1998 Project Wide Cumulative Impact - With the previous amendment approvals that increased the number of townhouse units by sixteen and reduced the number of single family homes by one, and this application which would increase the number of townhouse units by two, the concern voiced by the Planning Commission was when would the amendments end and how would we understand what the cumulative offsite impacts would be? The applicant recognizes the concerns of the Planning Commission and recommends that the i1L�pact to the surrounding community be revisited in detail when the number of approved units increases by 10% (24 units) over the original preliminary plat approval of the master plan. Four Sisters Road Accessibility - Members of the Planning Commission expressed a concern that the additional number of units being proposed may overtax the safe limits of Four Sisters Road without a secondary access. The second access for Four Sisters Road, which is to be named Dorey Road, is planned to be connected with Vale Drive. Vale Drive is part of the next phase of the Pinnacle at Spear project being developed by John Larkin. This project is currently being revised and a final plat application is due before the Planning Commission in the near future. Although there is no guarantee that this roadway will be constructed within a certain time frame, the current actions by the applicant on that project would cause one to think that construction of the Vale Drive improvements would be in the near future. The Planning Commission originally gave final plat approval to a total of 37 units being served by Four Sisters Road without a condition limiting the number of units that could be constructed before the second access was put into place. Option A proposes that a total of 30 units be served by Four Sisters Road while Option B of this application proposes a total of 35 units. In either case, the number of units proposing to be served by Four Sisters Road is less than the previous approvals. As a means of preserving the interests of the Planning Commission, the applicant proposes a condition of approval that limits the number of units to be served by Four Sisters Road to no more than 30 units (if Option A is adopted by the Planning Commission or 35 units if Option B is adopted) before a second means of access must be in place. This condition is proposed as a means of limiting the future demand for increasing unit density before the second access must be in place. Driveway Cuts - The current approved final plat plan has five curb cuts serving units 1-5 and 33- 37. The applicant has proposed two options in addressing the access onto the public street system. Mr. Joe Weith Page 3 June 17, 1998 Qption A seeks to simplify the turning movements from units 1-6 in relationship with the turning movements and vehicle queuing that will be present at the Four Sisters Road/Nowland Farm Road intersection. This option proposes a reduction to three curb cuts from the four curb cuts presented to the Planning Commission during the sketch plan review. In the review with Bill Szymanski, he indicated that this option was preferable due to the improved sight distance angles and reduced number of turning conflicts. Option B reduces the number of curb cuts onto Nowland Farm Road by one while the total number of curb cuts is reduced to three. This option increases the number of units being served by Four Sisters Road to 35 but complies more closely with the City's policy to reduce the number of curb cuts onto collector and arterial roadways. This completes the applicant's request for an amendment to the Economou Farms Subdivision. Enclosed is a copy of the Final Plat Application and the application fee of $85 ($75 plus $5 for each of the two additional lots). If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures Five Copies of: Revised Final Plat, Sheet 3 of 7 - Option A Revised Final Plat, Sheet 3 of 7 - Option B Revised Sheets C2.1, 4, 6, 9 and C-14-, 18 One Copy of : Application Application Fee Reduced Scale Sheet C-2.4 8.5" x I V plans of Option A and Option B of Driveway Cuts cc: J. Magnus EAOFFICE\ MIMLED98144\16\WEH'H.FIN CIVIL ENGINEERING ASSOCIATES, INC. P. O. Box 485 (802) 985-2323 SHELBURNE, VERMONT 05482 Fax No. (802) 985-2271 CHARLES R. DUNHAM President April 7, 1998 STEPHEN A. VOCK Vice President JEAN -CAROL DUNHAM Mr. Joe Weith, City Planner Treasurer City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Economou Farms Golf Course Subdivision-Nowland Farm Road Request for Final Plat Amendment Approval - Revised Plans Dear Mr. Weith: Thank you for providing additional clarification concerning the proposed realignment of Nowland Farm Road to meet the requirements set forth by the Planning Commission at the sketch plan hearing held on September 23, 1997. Based on the technical approval of the off -center roadway by Bill Syzmanski and the non - tangential allowance clarification provided by you on April 1, 1998 concerning the right-of-way orientation with the Pinnacle at Spear property, we have revised the plans to provide the alignment of the right-of-way as requested. Generally the pavement limits of the roadway and the bikepath have not changed from the information included in the original plan package. What has changed is that the right-of-way has been realigned and some of the lots previously approved have been eliminated or relocated. One former single family residential lot (Lot 38) has been converted to a duplex property. The Phase II approval for the Four Sisters Road/Nowland Farm portion of the project included 38 lots. This final plat includes 37 residential units. We have revised the plans to include those technical comments from Ray Belair. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer Enclosures Revised Final Plats Revised Sheets C2.1, 4, 6, and 9 Reduced Scale Sheet C-2.4 cc: J. Magnus \\Dave\c\OFFICE\W PWIN\LET\95270\PERMITTI\Weith98.am2 STUDIES • DESIGN • INSPECTION • TESTING SURVEYING & LAND DEVELOPMENT HYDRAULICS & HYDROLOGY SANITARY & WATER FOUNDATIONS & STRUCTURES CONCRETE & SOIL TESTING i LEGEND i COMMON AREA PROPERTY LINE 0.57 ACRE EXISTING) — ---------- M63 ACRE PROPOSED) 0 EAPERT UNE COMMON AREA i IR011 PM LOT 32: 0.057 ACRE (EXISTING) CONCRETE M��T 0.93 ACRE EXISTING � ( to 0.86 ACRE (PROPOSED) S 09'04'06" E N O6'04'06" W 0.080 ACRE (PROPOSED) O s/e- RE9AR NTH SURVEY tlARI4RR TO 9e SET LOT 34: 0.052 ACRE (EXISTING) ,,�, LOT 33: 0.057 ACRE (EXISTING) Sa CONSERVATION ZOIE/SIRENI &*VER/WETI�D W*TER - TIE ONE 0.066 ACRE (PROPOSED) / 0.073 ACRE (PROPOSED) LOT 35: 0.052 ACRE (EXISTING) ,y^N/C;° 0. gti4 06" W 0.073 ACRE (PROPOSED) �. LOT 36: 0.052 ACRE (EXISTING) 0.073 ACRE (PROPOSED) ��♦ i LOT 37: 0.052 ACRE (EXISTING) ! ♦ 121.86' — 0.086 ACRE (PROPOSED) 10804'O6" N OB'04�" W — — — — NW — — t 79.24' DRAINAGE20' WIDE _ t i / ------ -. — — _ ♦ � -�-- EASEMENT 257.11V O HOMEOWNERS _ \ ASSOCIATION - I g I I I COMMON ' REA ---c ♦N I COMMON AREA M CDONA LD I 9 / h W _ 31 I 35 / zs>> INC. I � - O / n , / I so -.-..-.-. GOLF COURSE / 3� + ::: S00p \\ 10EFOOT VAiDEEASEUENr PARCEL A I p % 8d i 33 32 \ I I VOL41a Pc. 32, N N 11 q t 5 06'5233 E .04' � ' `145�38 T 13*1� +120.00 k� Io /• / — N 44. - •(rti 0.08 AC. I O f 1324'39" 'N _ /, I9'48'Ol" E _ f — N '�' L �1 88.37'�_ C-98.41' R= 1 80.00 L-99.25� ` wl<,--_ �. Ij 1 8 15�+" 10' WIDE _ ELECTRICAL\ EASEMENT TO GREEN MOUNTAIN POWER CORP. COMMON AREA Q-� 25' WIDE STORM \ \ DRAINAGE EASEMENT \ roTHE anoF 'Be'%. SOUTH BURLINGTON J. A. MCDONALD, INC. GOLF COURSE PARCEL B >Q OA01 AC. �g �0 M A/r- O / J 4b N 28.10. = COMMON AREA 173r` EDGE OF WETLAND 1.68 ACRE (E)OSTING) BUFFER 1,67 ACRE (PROPOSED) LOT 1: 0.076 ACRE (EXISTING) 0.080 ACRE (PROPOSED) LOT 2: 0.076 ACRE (EXISTING) 0.081 ACRE (PROPOSED) / GRAPHIC SCALE N 48-37.58" W b 0 m �0 tq tW S 4122'02" W 10.00' ( IN FM (A.' E V I inch = 40 fL rory ELTE. THIS PLAN WAS COMPILED FROM INFORMATION OBTAINED FROM A PL AN ENTITLED "ECONOMOU FARMS GOLF COURSE PLAT, PHASE 11 - FOUR SISTERS ROAD, AUG 1 1 1"9 PERFORMED BY CM�ERTY ENGINEERING ASSOCIATES,OF J.A. MCDONALD,I INC., DATED FEB. 1997, 48'37'58" W LAST REVISED 7124198. . ... R �.o� K,o...�, ee......�......m�..r ,..r...,.r ,.... °° of So. Burl�lnufL 0- MraMONOU..� n"m :ro;• -- - 31-,46E- W€ — - — - -- - — - — ems"°.. k m 1 ! I I � t F.01 am um ! 1 . amKe ww m I 1 ` GIoV 0— I,oiMrt 11 Q / 1 . a— �If i i j h \ � 2PFe0 OLE �17 p lloIM P-la 8 aiswu 31f M PrtO.OStD ; 1 \ \ A�lOa eO1Oe n /32 a 0� ANO 00 aueoi�voN ' /,.� q ip Sf70 LT II` O STA SMOR! \ I r a nc mmosn !pgLp� pR \ n wm ! •ieoMsoumom mmammnm iG JIM4O LT. STA yr60 •e1A iL! / \ \. twY�lNO llf , aC �.D .\ � mm won � � n 2�OIN0 M e � � �NTCRS£cT10H ! �72 Owl - _ — - n _ ti— - _ A-M- STA W+47- - _ STA tOtYG21J ! 30 _ J _ _M/X-OXXAM - - - N/F NOWLAND WA 30.0 IR- IeF.322" ___ i 2i 0 f ; 1.7 4 i (� � i . — t r.ua71 1 1 ' - 3 ratio s_ r}I1 ! Il \ 32--- --- ------ I — --- a x / � � 1 ' + Y � Y 1 i '� ;�! � �""`^` 'V�.1 i ' I i �1■�.�Iaw � 1 � � , 1 i � 1 , i R � F �1.�.,. i �a. 12,E 411, n/ ras.00 GAAMM eec sn.wts owMA!ar rid 1 O' �_ pFFAv* +7e. s n _ r w uo i f \iec �\ i i I •tee _ \` _ -- - - MAM --- � / - - _ Of a • RECEIVED' - - - - JUL 0 7 t998 • ' - - City of So. Burlington all { . 60' WETLAND BUFMR --�— e'o """'T WETLAND ORAPFIlC 3CAIE ��/ • 0 _ _ .. - C2-4 K 1«.: :.cos SEE NOW P ,6. WIL 294 PUS 472 - 477 � JZZ PGS 1W - 197 A L. 20K PGS 22 - 2J S T1,0C W 4' VETy EASF2,¢Ni _ pAA�IRIM PUIttTiNG HFJ011T 01' J FEET) f0 LOT J7 k LLli � - -----�"_ Auer aAjurc7q/ st Aa oa PARCEL A/ ♦ y.N aa6x Aa s') WL JIM Ann M ury .95 AC •� 04062 Aa � c f aaei Aa CI iM AIEA �h�J`pJD 1.44 AC P1 10 Foot LE EASEMENT \ ♦ 0.07a AGELECTRICA GREEN MOUNTAINPOWER COW.\.` PROPOSED 25 FOOT 1MOE\ STORM MANAGE EASEMENT TO any SOUTH BURLNCTOR F _ \ u 1 G War AND I L ARIGIN i PARCEL A 2.e6, Phi a3B - 540 ' EK4- 3P.Z Pm fB8 - f9O ` 1 VVL 298, PM 22 - 23 \ 1 FY10T WIDE i I [10 91EEE1 NOIINTAN PDMOT COMP. r PROPOSED 20' WIDE ORAINAE o /� / L�--- N�2_9�33'10' W '4 W9,wE 3..0.6.._7.• . .... �EASfM04T ro` Mg--N_OHOMEOWNERS 10 FOOT ME ELECTRICAL EASEMENT VOL 418 G321Sa1 PROPOSED 20 FOOT MERE EWER EASEMENT TO CITY SOUTH SURUNomH NQlm 1. The basis of this subd4alon was a boundary survey parforrned With o theodolite, electronic dlatonce meter, and a steal tape. Reference Vol. 308. pagee 70 - 72 of the City of South Burlington Land Records. Z The beoringe or,s nhrsnced to astronomicd north datertn fined by solar observations on September 20, 1905. 3. Four Sisters Road b to haw c 60 foot wide right of way and be dediccted to the City of South Burlington. 4. Nowlond Fort. Rood Is to how a 80 foot wide right of way and be dadtootad to the City of South Burlington. 5. Refer to plats of the earns tttls. sheets 1. Z 4 thru 7 for additional information on Phase II. 6. Thsss lob ars a Portion of the 4abdh4W w of RsWldentlal Pawl 1 ore shown an a plat entitled 'Eoanomou Fame Golf Course Plot - Southwest Parwl' prWE o-d by a-N Engineering A —claim Reference Vol. 386, Pg. 72 of the City of South Burlington Land Records. O .' I f /ij f I j 0.43,W- ' a® i fi � Ifl I f � 1 jf -J I L p� 14 NT M —,,IRO- RESID TIAL PARCEL 1 I� _ 1�----�1i------�EF----�Mr-_ IIr I� 11j �II III Ili III III I I kl 11- Ix kei ki (D ! 11 I 14 I �I O l aaa AC Q3s Ac ! ax AAC.i�y'I QJS Aa QS7 AC j� 0,42 Ar- I 13 - 11l1 r'I j 1`I 1 r I L. J. - I L-- _ _ J I L--._._,-.J I L._-- - - - -J 1 L _ III i n4s AC.r! --------------------------- - ! i ,. --APROPOSED 20 FOOT WIOE STORM MANAGE EASEMENT PROPOSED 20 FOOT HIDE , / TO CITY SOUTH BU61NGTON STORK D OLFCO EAsnotT TO E8 t:oLFco s a•45'o9• 27.4Y Re370.00' L27.42' GOLF COURSE PARCEL B WOL. 422 PCS 499-6r9 M- 3W PO. 72 LEGEND PROPERTY UNE -. - -- EASEMENT UNE IRON PIN FOUND WITH SZL IRON PIN FOUND MYTH SURVEY MARKER 0 4')W CONCRETE MONUMENT FOUND ■ 4"W CONCRETE MONUMENT WITH SURVEY MARKER TO BE SET I CERTIFY THAT THIS PLAT e 5/15" REBAR TWTH SURVEY MARKM TO BE SET WAS PREPARED UNDER MY S1PERNSON AND IS BASED ON RECORD RESEARCH. FIELD 9UILDING ENVELOPE EMOENCE• AND OTHER PERTINENT INFORMATION, REFERENCE LINE THE RESULTS SHOWN ARE CONSISTENT T14S SO- CONSERVATION ZONE/5TREAM BUFFER/AETLANO BUFFER ATIMWITH CWgfORMSS iiTHTMTHEPlAT ME UNE REOUREMENTS OF V.S,A. 27. _.. ." SECTION 1403. NEW CORRIDOR PER SOUTH BURLINGTON ZONING REDS a4R1LS R DU41AM R.LS. 214 viiair OF S0M mU"UIGTMOM' 'C lI \• GRAPHIC SCALE c D, FEaa) DRIVEWAY OPTION B M. UNDERWOOD I CL MILOT AND J. LARI4N SEE MOTE 2 290 POS. VOL. 322 POS. 171877 PUT VOL 286 PDs, 22-73 sYE NOTE 7 I VOLVOL_ 206 PIGS. 536-540 VOL. 322 POS. 168-190 PLAT VOL PARCEL 8 A22-23 - - 733.39'— A. MCDONALD. INC J A. MCDO400 19 VOL 422 POSS. 4oa-eta 1 RECEIVED VOL 422 POS. 409-519 RESIDENTIAL PARCEL 1 t3288 ACRES GOLF COURSE PARCEL A 1 *5.23 ACRES J. AND D. SCANLON °s' - All JUL 0 7 1998 r VOL 142 POS 174-176 134.9 _.-- PUT VOL. 1'S3 PG. lO z) ,�,lp. �� No`�iJ-zx5e'-" �.�. 1 - ,g�2. , �OA��/ as 7 9%' 9s 23' y �y/0'L PROPOSED TO MADE ry/ ry. PROP EASEMENT TO CITY !>F 5 06�72'3�5' E_ S O1 S9'OS' W '�' Soo.00 -`.j�J W S ?>9.35. e. �m City of So. Burlington SOUTH & RLIM91ON oo /� S py�810• PROPOSED 2C MADE ORANNA9E �� < Sf t ,q 1 W EASEI EW TO HOMEOWNERS i /- SEE N01E 8 ASSOCIATION PROPOSED 10 FOOT WE ' EIECTPoOAL EASEMENT TO . \ IDREE N MOtMTA1N POWER CORP. i� >o• CONSERVATION ZONE SETBACK-/)L.�.� C.T. AND P.T. SHEA, 7RUS'TEES' I 1�70 F SEE NOTE n \ VOL 216 POS. 267-269 1� \\ ♦ 'i ` PUT VOL 153 PO. 101-LOT 2 I A J.A. MCDONALD INC. VOL 422 PGS. 499-519 GOLF COURSE PARCEL 8 \ ` LEASE LIMIT `\ `"� 1 %1110,44ACRES , /f I t I r 1 C. SHAND st. d. SEE NOTE 4 -\ i �1 / - l / r i i 1 VOL. 405 PD. 726 � r l 1 S 4132'10' E 2FA10TE BJ,i_i_ I , % ( �r I I 8 .I 'I , S 33'44'20' E l/ t i i u � 131.98' '1 I err err' I I SEE' NOW1 J i1 -]SEWER EASEMENT �. ( To an OF swim BURLJNOTON r._ ; ; 20 FOOT WOE WATER EASEM04T TO Ott ar ' blob j SOUTH BUR INGTON 1 J. AND D. SCANIAN I I ^ i I i -� _ LEAN LIMIT VOL. 142 PIGS. 174-176 i i� L 't -r" PROPOSED 20' WE WAINAOE ' /', /� PUT VOL. 153 PC. 101 � ,' EASEMENT TO HOMED04M r 29 FCW WE "-r� `- ASSOMATICII i 0 0- ptNNAQ lA1�1T { ; TO are Oi Salm 14 JO-4 0LL W S 8234'10" E/ ; 1 - 490.04' N 30'20'50' E ill i i I N 44V9'45• E 61.67' i ii 37.79' FORMER A.J. COMEZ PROPERTY i { AO(IURED 8TY AA YCDONAID ! - J.A. MCDONALD. INC. '>, JSO' a Zo FOOT MADE , VOL 42.2 FIGS. 499-510 SEl1ER EASEMENT TO 7g _ r r -- r BURLING { RESIDENTIAL PARCiEI_ i VOL 421 PG. 73 � ---- , _"� � .. � VOL 421 POS. 352-J99 r - i -' 11 R --_ ; ; -- - -- L-------- - , T ' S 0620`30 " E N 0670 3L Wii 3iE' /dEBARN 08'20' W,- 06'20�30�W f' P r•E - _ s - 977.01'—DOR9ET Sir 1t7±ET - - 1133.40' - _ ®- - - 150.11 519 RS1AR 264.50' -- SEE NOTE 3 ._— . I CERTIFY THAT nos PLAT IS BASED ON AND THE "VEY SHOW IS CONVSIENT WTN ACCORD RESEARCH, FEUD [4EYNC oTHCR POrmNENr NCRYATION AND COPAL S WITH Dc REO(Ameirs OF V.SA 27 SEC" 1401 NOTE 1. Boundary Survey woo performed with a theodolite, electronic distance motor and a stool tope. 2. The bearhps ors Weis Oad to astronomical north determined by solar observations on Septrnbr 28, 1995. a Dorset Street has a 66 foot wide right of way an per Town of Burihgton Highway Volume 1, pages 12-131 dated May D6. 1MO. determined by exbting mtonumertation and the eentertlne of the traveled poi it* n. 4. A 60 foot wide strip adpaent to this south boundary line has been of►ered to the City of South Burlington tMnugh m Irrevocable dedication, rots - ce Volume 168 popes 166- 167. It was not found 1001101 the City has accepted the dedication. 5, There Is a 10 foot wide easement to Qsen Mountain Power Corp, along the southerly bomdary6 reference Volume 143 page 116. 6. More Is a 15 foot WWe pedestrian eaesment to the City of South Burlington, refrrnoe Volume 211, pages 235-236. 7. There Is an offer of Irrevocable dedication for an SO, foot wide paroei to the City of Sowth &rington, rsfrerwe Volume 322 page 194. It won not found where the aty has aonpt�d 1M dedication. A The north boundary the follows a fence line which differs from the record description, reference Town of Burlington Volume me 7 pages 296-297 and Volume 7 pages 301-30Z Also refer to Plat entitled 'Plot of Boundry Survey Property of the Estate of No M. laharm', dated December 1995, prepared by CKNI Engineering Associates. H Is recommended that this boundary line be cult claimed between the abutters. 9. This paroal Is a potion of the Eoonon o Fomn, Ina porch, reference Volume 91 pages 444-4445. 10. Refer to sheets 2 and 3 for additional information on the remaining Eoonomou Fom-^ kw- Parcels. It. Information for the location of wetlands was Provided by Eoonomou Farms. Inc.. No Said wok with reaped to their location woo undertaken by Clo6 Engineer Aesoolatak Inc.. LEGEND PROPERTY LANE - - ------------ EASEMENT LW j°6- mQ y+ IRON PIN FOUND MATH SIZE �j IRON PIN FOUND MATH SURVEY MARKER E Cz4' CONCRPTE MONUMENT MATH SURVEY MARKER TO BE SET v 5/6" REEAR WITH SURVEY MARKER TD BE SET - -- -- -.- - - - - - - -- 50' CONSERVA noN ZONE/STREAM BUFFER/WEILMID BUFFER - - __-- STREAM LINE GRAPHIC SCALE ( IN IRST ) 1 molt _ L60 ft C APIES R. OIRNAM RI-S. _-6 No Text No Text / N 08-04'06" W 0.99' VIEW EASEMENT (MAXIMUM PLANTING HEIGHT OF 3 FEET) TO LOT 37 do LOT 38 S 08_04'06" 257.19' GOLF COJR. �\ 0.052 AC.�, PARCEL I O� a /OL. 422 PGS. 499-51) \��O 0.052 AC... 2, VOL 386 PG. 72 Al \ `S>'• O SC �F s 0. 37 w COMMON AREA p 0 , .93 AC. k 6 O ss. ASS 04 �It . O h5 s0 aS. 4 < r, S 6 ss 38 °o. jr. / I ELECTRICAL EASEMENT GREEN MOUNTAIN POWER CORP. N 29'33'10" W S 19'46'03" E 63 03' 30.98' R=430.00' R=280.00' L=63.09' L=31.00' 8-04'06� W N 08_04'06" W i 121.86' COMMON A;2 . kV OI 1v S 02*35'19" E 50.00' 3 50.00' O O 34 N o 33 co ' N 2 / / 2 50.00' � 0.00, N 2S' 9" W 3AD°• / � Ak 5, 0.052 AC./ AC. // S 21 / 30.2 PROPOSED 25 FOOT WIDE\ STORM DRAINAGE EASEMENT TO CITY SOUTH BURLINGTON -_ N 08'04'05" W � N ap kg. SO as• �/ 3•S\^• 0.057 AC. 0.057 AC.41 , 0.052 AC. �� g's ^t$ / 1 OO 00 O 7>1 k A6, -D�4 •4�� / s / / O o� F / S 0.052 AC. -S 02'42'46" E_ ,. S S2 c 44 N 13*24-39" ATTD ' 0,051 -{- O \ l c t 3'24' 39"_ ;�. �` 0.052 AC. E OOMMON AREA 1.68 AC. G-Is- od \ \ . 45.00• J. 10 Og2010 FOOT WIDE ELECTRICAL EASEMENT 72GREEN MOUNTAIN POWER CORP. \ \ 0 052 AC. PROPOSED 20 FOOT WIDE-` SEWER EASEMENT TO CITY SOUTH BURLINGTON �N0-8' Rf �io\� / N 10'00' 54" W 30.67' R= 280.00' L=30.68' S 08'04'05" E 100.02' _ IZ 0I o CO hwl 0,33 AC " 0.36 AC L_ N 06'S2'33" W 69.38' �- S 06'52'33" 17.18' N O6_52'33 100.00' 6 W cno 0.08 AC. oo N O 4B O . � / Al 78 O i 0.36 AC s3y�� . \N 1gs24s,.F FNIo - - - �tv N 83'07'27" E 24.50' 6'52'35 ITO.00' S 18'00'51" E S 60*01'20" F 81.51' N 00'50'33" W 25.01' R=200.00' 36.98' L=82.1 I, V 9": D JUN 1 7 1998 city of So. Burlington DRIVEWAY ALTERNATE A / N 08-04'06" W 0.99' /IEW EASEMENT MAXIMUM PLANTING HEIGHT OF 3 FEET) '0 LOTS 36-39 _ S 08_04'06"�C 257.19' S 0.052 AC. pp S0? 4. , 4o. 0.052 AC' 41 2 j 36 ;ma's N0. : sue., �`� S pp 4 °O' w 0.052 AC. iD - p6 SS. `SSy, SIN S o ss 38 �5 so `'s. s ° Z 39 s o 1 / 0.052 AC. tLLU MIUAL tAJtMtN I GREEN MOUNTAIN POWER CORP. I i I N 08_04'06;' W � I` 79.24'! iJ u.Uv ` oex %K I /z p`L / 3 /^ . w S 02'35'19" E /n 71 /,/ so.00' 3 50.00, oo' 35 N o0 G I` t O ;. In co z 50.00' In 50. 0' N 2. 5'19" W �O 0.052 AC. 0.052 A( o• 4 N 1 3.24 39 W , LArT TJ 6tioo.- 13.2 4'39"---' r1`' ( 0.052 -IS—, \\ 0, 2 45'7 N „0 \� 0 FOOT WIDE �� N 09?8, 45.0c :LECTRICAL EASEMENT 12" E :REEN MOUNTAIN POWER CORP. 0.052 'ROPOSED 2$ FOOT WIDE\ TORM DRAINAGE EASEMENT 0 CITY SOUTH BURLINGTON PROPOSED 20 FOOT NADE-� SEWER EASEMENT TO CITY SOUTH BURLINGTON 02*42*4_6" E_ _ L -188. 57' N 3ti g2't�- \� / / S 19'48'01" E 4 O. ag. A\ Doti 0.052 AC./ AC. // S 21 302 AC. J,,Sl u / 730 0361 'Po?R N 9.�y•�00, � 0238�2" PF E/ A`. S 08*04*06" E 100.02' I j N 06_52'33 100.00' J0.00� JUN 1 7 1998 City of So. Burlington nR IVEWAY ALTERNATE B ! I I -VALE -MRECEIVED 06" _ - 40 gun Ijg�:A MAY 2 2 1998 '�" ( - - - its o So. Burlington I � u a ,10 S110gtl90H003VDAW 0f AQ PFOPOOM ` 3.50 i 'IN l 1 !� 3 _ •i f �� l.. . STA 101.Q.1 - i \\ �� 35 32 l 31 1 r (I 29 l ! 28 ©7 26 t 33 �, v � i i � / � i T. � 1 "I._. i i � 4-L.-Pt i li ili 1 - 1�1 `;- t li ili ,�I 11 _ 34 r FOUR DIID 1 37 i . - i \\ r �I� � ,_ i ,a� .._ �-----+- —�-_ _. a-7�-- I- 7=.t - I-�+._.- _ ,-:._..__. i.'" � -+' _. _ -�--•T - � _ Sn i .L. ...__. _._.� L.-...� +� .• _, ;•-- - _ l•; 1F ili � Ili �1i i1, / I' -� 1 X I l _ ` o13 I Q o��, i �• � � B ji- �� ( - 3 1 i z i ` \ \ - 60 „- ����`��� \ i50' iSTLAND BIRIM6 i GRAPHIC SCALE I F r W p R C2--4 st.v% Tr. NIER9ECIIa1 . - -VALE- DRI�/€ STA 35467.7 -_. - IBIV.[ E1CTiN0 OUL-OE-SAC NO COMTRUCT Oa HECTOR RaAOW Y F 07 VALE E OF HAS ElD1 COXST7V rr 1 AT l0E Of ROAM tl NrR 305+75S - I casnarcr ROAD ro stl ws+7s I I _ r I I ^ \ so 11E AiW1v�RD / N/F HOW AND • !TA ausw. i^ - - - L f aF lIE APPROVED • ETA 72+S6.3� \ t CURVE DATA R ' 3MOW . I l NIF NOW AND - - - - -- T_161Ar I \ L- TD0.70' �_- _ _ _ _ __ r----_-- _- - ��� SrNIOIROIIW / ( �eCie r SIA 100+00 \ ` 28 1 27 I 26 25 I T 23 22 /01 OD r ^ \ i4 x ! VA APR 2 2 1998 •., ty of So. Buriincli APPa0ant' D..a Zoeald.la P.a BOX IZ06 W.KWS. d, PL. ON79 T.t 802 496 8209 Fn 902 406 SW G.M Lbws. Al.WfsOt NICCQAUS DMMU kM-B— bAmiloca U790 Nash P.m1 a& Fb. /1 n id. 99406 Ij� GRAPHIC SCAIE POP (wssvl twee n ia 0 I � rAFe■ Blc �TM — — . \..� — Dwwof R. REMOVE E7337wIIL-OE-SAC AND -— O NSTRUCT CONNM1LR ROADOW F ST D �_- AT TI K OF HAS E I CO OVE)JE ne �AV ATCONSTRUCT ROAD TO _ \ `.� \ 1\\ up>c ( x V+ee a came I- THE A19R0'm / \ TWOS morasm p WASTA3.3+44.5�- N/F NOWLAND OF THE APPROVED • STA 32+ee.3 PT � y I — (E CURVE DATA BB¢ PATH IS K AWAY FROM -- 8 G - II3'36'34" I ROAD FROM STA 29+7e. BILE R - WOW PATH EASELFNT IS LOCATED B' ` NIF NOs'LAND T - 151.Si I FROI OUTSIDE EDGE OF PAIN. L - 2e0.70' C8 0122 STA 31+70 L STA 31+70 RT w*,301 e1 � � Ir � \ CB p NL y1t71SCA 2•P420LT377.53i�� 29 I 28 I 27 26 I 25 I 24 ( I 22 �. I I CIS*34 I ��'I CIS*� ^©� w� I \ I sTA 1oe+12 LT STA 111+00 LT SA 1141J0 �t / , Re•+3m.e4 iSF-3ea.B3 / RIM-�ortn V Roa II wv�.3B2.D3 ------------ 35 CID 31 �/�` Isi 83 m a- -- r /i tfA 1 4 RT M� � 33 \ P y \ F - .-- _ T - / 3. STA i11+OD LMIS XT \ 1� w1A_3Pt �� ,\ I I .� \2 I \13 �\ I 15__ s� / y �g•�o ` .. ^ DID „eT.� sM n RT MA100+42 RT 103413 R6 M=s374.4 O V-37.` O BIV-3ai.e 25 o \ ` 3 4 �� RI1AFl tD LT DMBIMAUR � / 012e.. -- _ ; r , slate Lod-SMAM \ \ _„ -� �^ �-- -+n■. \ _ _ �j TA ��C• ' \ \ POD IN fit APR 2 2 1998-12 0 - \ or City of So. Burisn , ORAPRIC \\ \\ \\ I 3 CITY OF SOUTH BURLINGTON Subdivision Application - FINAL PLAT 1) Name of Applicant Vermont National Country Club, Inc. 2 ) Name of Subdivision Economou Farms Golf Course 3) Indicate any change to name, address, or phone number of owner of record, applicant, contact person, engineer, surveyor, attorney or plat designer since preliminary plat application Change of name of Owner/Applicant from EZP Golfco, Inc. to Vermont National Country Club, Inc. 4) Indicate any changes to the subdivision, such as number of lots or units, property lines, applicant's legal interest in the property, or developmental timetable, since preliminary plat application: Adding the communications easement located off of Nowland Farm Drive and request for modification of required construction units (modification of Phase II final plat approval, Condition #22). 5) Submit five copies and Qg- reduced copy (11 x 17) of a final plat plus engineering drawings and cpntaining all information required under Section 202.1 of the subdivision regulations for a minor subdivision and under Section 2O4.1(a) for a major subdivision. 6) Submit two draft copies of all legal documents required under Section 202.1 (11) and (12) of the subdivision regulations for a minor sudivision and under Section 204.1(b) fo 's (Signatur—eT applicant or nt:act person Date CIVIL ENGINEERING P. O. Box 485 SHELBURNE, VERMONT 05482 March 16, 1998 Mr. Joe Weith, City Planner City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Economou Farms Golf Course Subdivision Request for Final Plat Amendment Approval Dear Mr. Weith: ASSOCIATES, INC. (802)985-2323 Fax No. (802) 985-2271 CHARLES R. DUNHAM President STEPHEN A. VOCK Vice President JEAN -CAROL DUNHAM Treasurer On September 23, 1997, the Planning Commission reviewed a sketch plan application that requested that due to difficulties in timing and illness, an agreement with Mr. & Mrs. Underwood had not been achieved concerning the purchase of a 0.08 acre parcel of land that would allow Nowland Farm Drive to be constructed with a 500-foot radius. Despite the lapse of time, Mr. Underwood is still not well enough to be approached concerning this issue. The applicant (which is now Vermont National Golf Course, Inc.) is proposing to construct the western section of Nowland Farm Drive with a 300-foot radius, and is therefore seeking a waiver from Section 401.1 of the subdivision regulations. We have enclosed a revised plat and engineering plans depicting the proposed layout of the roadway, related utilities and bike path. Since a portion of the proposed bike path needs to be constructed outside of the right-of-way, the applicant is proposing to provide an additional easement for this section of the path. In addition, the applicant is seeking final approval of a proposed utility easement in favor of Bell Atlantic at the east end of Nowland Farm Drive near Dorset Street. This information was previously submitted to the City by Bell Atlantic. Lastly, the applicant is seeking a condition which requires that the improvements for Nowland Farm Drive and Vale Drive Extension be completed to the respective property line. With the recent sketch plan application submitted to the City concerning the proposed amendment to Vale Drive as part of the Pinnacle at Spear subdivision, we are now confident that the completion of the streets in this area will occur in the very near future and therefore each applicant's responsibilities should end accordingly. STUDIES • DESIGN • INSPECTION • TESTING SURVEYING & LAND DEVELOPMENT HYDRAULICS & HYDROLOGY SANITARY & WATER FOUNDATIONS & STRUCTURES CONCRETE & SOIL TESTING Mr. Joe Weith Page two March 16, 1998 Please note that it is the applicant's desire to proceed with negotiations with the Underwoods if the opportunity should so exist. However, in order to allow for timely development of the property, the applicant is seeking the stated relief to provide some options in allowing the project to proceed forward. This completes the applicant's request for an amendment to the Economou Farms Subdivision. Enclosed is a copy of the Final Plat Application and the application fee of $30. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, ----------- David S. Marshall, P.E. Project Engineer \dsm Enclosures Revised Final Plat Revised Sheets C2.1, 4, 6, 9 and C-13 Application Application Fee Reduced Scale Sheet C-2.4 cc: J. Magnus E:\OFFICE\WPWIN\LEI'\95270\PERMRTI\WErrH98. AMN Z O N Y Z < �0 0 zV) �< it 0Z Zo <ci� V) Z V) - a) N/F HIGHLANDS, LP BOOK 407 PAGES 49-51 04/09/97 27) Thuja occldentalis nigra 'DARK AMERICAN ARBORVITAE) 17' X 13' CONC. PAD 5' O.C. I S 85'55'43' E I LITESPAN 2030 CABINET 40.00' POWER PEDESTAL '41' CABINET 1 TEMPORARY FILL d o I FDI i� } I� 0.04 ACRES o I I I P a � P 10' WIDE EASEMENT TO BE aI�o TEMPORARY FILL GIVEN TO GREEN MOUNTAIN z POWER CORP. ur 40.00' Jf — IRS I IRS N 85'55'43' W 20' WIDE R.O.W. TO BE DEDICATED TO THE CITY OF SOUTH BURLINGTONS� I FOR A BICYCLE PATH. ""s(Y 1 •—•—._ T — — _ _ _ _ _ - j IPPF BRUSH Tom--T 3/' \DWG\NYNEX\SBURLNG7.DWG _ T — r — — -_ NOWLAND FARM ROAD -- . _ _► - - - - - - - - - - - - - - - - - — GRAPHIC SCALE 0 10 20 40 w I I IN DA7S7 ) I Lerch _ 20 n f- to W a a< W 0LAJ tt 0 oLj W W OLD CROSS ROAD 044h C EI _� -� a q AM mp 13 ; city of So. Bu►Iin�''' OF V F THIS SURVEY WAS BASED ON EVIDENCE ti� NORMAN OZ FOUND IN THE FIELD AND INFORMATION RICE ABSTRACTED FROM PERTINENT DEEDS. * ? N0. 4 c 9�Po 1 STE�6`���J ° SUR`I� Q9 W STON LOCATION MAP SCALE 1' - 4000't LEGEND_ EASEMENT BOUNDARY — EDGE OF GRAVEL ROAD T UNDERGROUND TELEPHONE CABLES E UNDERGROUND ELECTRIC CABLES — TOE OF TEMPORARY FILL X WARE FENCE - - - - • - - - EDGE OF RIGHT-OF-WAY/EASEMENT TAE OVERHEAD TELEPHONE AND ELECTRIC • IRS IRON ROD SET • CALCULATED POINT OIPPF IRON PIPE FOUND AD- 00/00 COMBINATION POLE -0 ANCHOR GUY THIS PLAT CONFORMS WITH THE REQUIREMENTS OF SECTION 1403 OF TITLE 27 VSA. BEARINGS REFERENCED TO SURVEY BY TWM NORTHEAST FOR ECONOMOU FARMS, INC. NEW ENGLAND TELEPHONE TELECOMMUNICATIONS SITE PROPERTY OF HIGHLANDS, L.P. SOUTH BURLINGTON, VERMONT DUNROVEN ASSOCIATES EAST MONTPELIER , VERMONT PROJECT / SCALE DATE NYNEX 141334 DA 97 — 10 1"-20' MAY 1997 o� rAt D re4on>,.wY St— ��4t\\ - ----- \ •EMOEXISI G CA-0E-W NO SN1e1<so.-110R • �f e1 \l - - --- TE _ \ awrsTRUCr CONNECTOR ROADWY F AT IWXRPW QM I D M ST rao0. n1c I I I I tia 11 Z _ P.O. e- um — � \� � — %i � � • � u7eo 1zn ma-n I! 'RE APPROVED \ NONLAw Two sueotwsla+ I _ _ -..__ --- - - - "- - -� -- j0' �• e $TA 33r44.s N/F N0ITLAND p OF TIE APPROVO - e STA 32441D.3 I�WRVE DATA I RWOADPFR011 If WAY F OM _ 8 C - 33'JO 34' PATH EASELgTT IS +75 BI 6' N/F NOTL�IND T 151 FROM OUTSDE,EDGE OF PATH. _ -- - - _ - - - ',•, v. / ' �__. 8; l � 2EQ70Y CO 1 -31+ R§, A L STA3�1_ 1 RT _-. \ — ^ \ / —t wa n. y / A v rma � Rhi-- LT r� r I� 31 I \ p I g I 28 I 27 I 26 I 25 24 ) I 22 �F 21 / Cs *34 I i' a0134 i I '// / O VI I I �12 LTI I srAtt+oo Lr 20 34 I P05+1 is /I3o ,e L 9 t _ 1064II0 LY v \ r RU-3"A3 b ._' ;77.7�i, , ,�; �,. , r,- �; l A r d c9 ?� 1 ;•'' %i SSrrAD106412 RT \ 1 � � Ab 11V .b!• \ STA�111100 I -STA 114415 RT 4 �` • \I� \. N�t.e3 I \\ rrv�y P i aim "A 10042 T� �� �gL1�J0 .5-. ,.. ,�,---- _ 1 RT ' E(N,-3744 � r fTA ws.eo �� a - - _ ) '» 16 NI-40LU O �gA 100+42 RT �•; 5 __ \ ..a�• \ ` - � - � 17 O , CO #120,� GRASS 4 / , S- _ 101475-- ♦ \ � mow. � �► \ ' , � � �_' � � � � � � -� �. \ � ` � \ � \ � ltt�/// � i +- -- — ` \ � \ � DOWAM PAD c \ \\ \ c � 1 s 1 9' Z i MA LI 1T Lj 91 .W T l - - - : 7 �r Pv ILLLJ i RI,, Q Q 1 "1" •L i C,I at IZ zZ �Z 75 �` cr n �1 � sc�►-i�►ra o� SJ.o', h� ►W ^old �+ �! 1 �G m 0-- ECONOMOU FAKMS. INC --- _N.t.hGrook Rd. Ot- VT REMOVE EXISTING C STA INTERSECTION 35+87.3 �- \\\ CONSTRUCT CONNECCSTOR ROADWAY IF VALE DRIVE HAS BEEN CONSIU•�: AT TIME OF PHASE IMPROVEMENTENT S CONSTRUCT ROAD TO STA. 305+75 1pp/� mt Lzr'DDir`c0, INC _ B. 120E 1feB•tlald, W. 05673 i� T•L B02 496 22D3 Fax 8D2 496 3090 4 -I \ \ // h• \ \ namUS .nweH- Inl-t ml0117U.3, h19h•y North Palm Beacb. Florida 39400400 _ \ \ ' \ Ci EAbgln3 THE APPROVED \ Q77�e NOWLAND TWO SUBDIVISION ' - U _ - - \- - - TM SD. B, 93, INC. O STA 33+44.3 4 - \ .D. z 4B6 N/F TR,AND BOP 9B6 2 NO323 END OF PAVEMENTDIVIS ON PROVED i O STA 52+96.3 _ - I PT \a q CURVE DATA BIKE PATH IS E• AWAY FROM ROAD FROM STA. 29+7& BIKE N/F NOALAND _ R - 300.00'4• PAIN EOASEM' FROM TEOGE OFAPATHS T - 151.5Y I - I _ _, �-- L - 280.70' CB /122 CB _ - STA 31+70 L STA 31+70 RT '-- - ,\ ��.•-_-•-+�T 'IN / RIN=3B5.61 RIN-385.81 I INV-380.81 �� - PC • 3di+34r6 / l/ / 1 '.. i TiI Z r1 C$ /121 / _ 1 , CgTA 3771.bJ Rr x n I g I 27 I 26 / % O CB: 20 \ .�` -\�J I I CB /134 I - I CB 113E I ZO \38 5T +25 LT,% �';: � % L4 �� ( I ( STA 111+00 LT.STA 114+30 L7 V RIN 53. I �Rl TA 05+12 LT RIM-3BE.83 % RIM=40261 / - $ X 1 A INV= s d" A CB j130 A I M391.54 1 IN-39203 NW397.61 '6W0NV=LV-3EE.74 Pop-364.0]0 - ------ '---- - �� - E-�-- '------/--/ -- -- IF , ' \ / d`�• tt /' STA�10 2 RT \ r `` Z Q 'STA 35 14+15 RT I • • . 1 ..�+ d►IM.386.5� RSTA IMJ9&83.LT \ ( RIN=4023E 9. _ i INVa391.93397.36 HMV. 370 /�24 \____ _ - --_ --- -RAP T ri00,42 LT �4 / _.. /t2$ti I --___ _ -. -- 1 /` ' \ ` ....0 i+ ! .. 1 6 RIM-403.HE ---_-" P r RIAV-394.4 I / STA 106+50 R \ �:a� r �`'''� . .�li'.3i..5D .. ��,,, YYV , _ $CB7/ �/127 RIM-3&t.03 V I • •-_ � • r 1J RT.- 25 - _ r \ -` INV=399.EF- ` •� `\ L. R�A�00+42 RT r O RM= 7:05 INV. E.O DONNE 71NG OgMl1 �'� --- - . _u C. .17 i IN 370.4 23 -+-r 10J+1S R INWJ78.03 \ \ _ _ I p _ \ \-370.26 / / - --' - - r B PL�CES}� r CS \ / # 28 STA103+15 LT CRASS LIN 4 .' RIM=377.05 SWLAE O O / INV-37i. \ \ \ ' STONE L61E\ 7T21+ — DISSAPATOR P)b� .� / STA 101+75 LTA RIM-375.0E INV-370.95 \ \ ORAE L� •k1N L \ SWA - - N01M DISSAPATOR PAD GBAS9 LINED _ Av v \Ors\J \M/ 1 \ v I I \ I i 6 \. �Oo ! y o a b I I V I \I\ SH$BT \ GRAPHIC Cs-4 7 Mas 6 ft high box telephone S Pin GMP — Easement Site Plan Scale 1"=20' South Burli g K n o w I a n d Farm, Road Patmoor Ash -- Street Trees Debrah Maples Street Trees `� 3 ffi high box electric Plant List Key Quan Scientific Name Common Name Size/Spec. Moe 1 R Males sarumtii M21us sar¢mtii 1.75-2 in. cal._ B&B View 1 looking South along Dorset Street View 2 looking East from Old Cross Road Old Cross Road Photo/Fads ' Evergreens