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HomeMy WebLinkAboutBATCH - Supplemental - 0185 Tilley DriveState of Vermont WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT r-vCetA-- y LAWS/REGULATIONS INVOLVED Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules, Effective January 1, 2005 Chapter 21, Water Supply Rules, Effective April 25, 2005 Permit Number: WW-4-2897 PIN: EJ01-0291.02 Landowner: Pizzagalli Properties, LLC 50 Joy Drive South Burlington VT 05403 This pen -nit affects property identified as Town Tax Parcel ID # 0860-RR750 and referenced in deeds recorded in Book 445 Page 6 of the Land Records in South Burlington, Vermont. This project, consisting of constricting a 10,000 square foot medical office with twenty five employees and sixty patients on Lot #4 served by municipal water and wastewater services approved by -Wastewater System and Potable Water Supply Permit #WW-4-2317 located on 185 Tilley Drive in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions: L GENERAL 1.1.The project shall be completed as shown on the following plans and/or documents prepared by Donald L. Hamlin Consulting Engineers, Inc. listed as follows: Job 07-150; Drawing S-1 "Site Plan" dated 5/29/07; Drawing DT-2 "Water, Sewer, & Drainage Details" dated 5/29/07; Drawing SP-1 "Technical Specifications" dated 5/29/07; SP-2 "Technical Specifications" dated 5/29/07; and SP-3 "Technical Specifications" dated 5/29/07. 1.2.The project shall not deviate from the approved plans in a mamler that would change or affect the exterior water supply or wastewater disposal systems, building location, or, the approved use of the building, without prior review and written approval from the Wastewater Management Division. 1.3.This pen -nit does not relieve the landowner from obtaining all other approvals and pen -nits as may be required from the Act 250 District Environmental Commission, the Department of Environmental Conservation, Water Supply Division — telephone (802) 241-3400, Water Quality Division — telephone (802) 241-3770, the Department Public Safety, Division of Fire Safety — telephone (802) 879-2300, the Department of Health — telephone (802) 863-7221, and local officials prior to proceeding with this project. 1 A.The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall be responsible for the recording of this pen -nit in the South Burlington Land Records within thirty, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.5.All conditions set forth in Permit #WW-4-2317 shall remain in effect except as modified or amended herein. Wastewater System and Potable Water Supply Pennit WW-4-2897 Page 2 1.6.By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. 1.7.A copy of the approved plans and this permit shall remain on the project during all phases of constriction, and upon request, shall be made available for inspection by State or local officials. 1.8.This permit may be revolted if it is determined'that the project does not comply with these rules. In issuing this permit, the Division has relied. solely upon the licensed designers certification that the design -related information submitted was true and correct and complies with the Vermont Wastewater System and Potable Water Supply Rules and the Vermont Water Supply Rules. 2.WATER SUPPLY 2.1.No permit issued by the Secretary shall be valid for a substantially completed potable water supply until the Secretary receives a certification from a designer, or the installer, signed and dated, that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply was installed in accordance with the permitted design and all permit conditions, was inspected, was properly tested, and has successfully met those performance tests." This certification shall include the water supply system and water service lines to each structure. 2.2.This project is approved for connection to the South Burlington municipal water system as depicted on the approved plans. The project is approved for a maximum of 1,328 gallons of water per day. No changes to the water supply shall be allowed without prior review and approval by the Wastewater Management Division. 2.3.The comnection of a sprinkler fire suppression system to a public drinking water supply system shall require the installation and maintenance of back -flow prevention devices which conform to the standards acceptable to the Department of Labor & Industry. 3.WASTEWATER DISPOSAL 3. LNo permit issued by the Secretary shall be valid for a substantially completed wastewater system until the Secretary receives a certification from a designer, or the installer, signed and dated, that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the wastewater system was installed in accordance with the permitted design and all permit conditions, was inspected, was properly tested, and has successfully met those performance tests." This certification shall include the wastewater system and wastewater service lines to each structure. 3.2.This project is approved for connection to the South Burlington municipal wastewater treatment facility as depicted on the approved plans. The project is approved for a maximum of 1,180 gallons of wastewater per day. No changes to the wastewater disposal system shall be allowed without prior review and approval by the Wastewater Management Division. Wastewater System and Potable Water Supply Permit WW-4-2897 Page 3 3.3.This pen -nit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, and the municipality files a written request with the Secretary, the Secretary will remove the sewage allocation for this project from the list of committed reserve capacity. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval and does not request that the Secretary remove the sewage allocation for this project from the list of committed reserve. Once the project is removed from the list of committed reserve capacity, a new permit must be issued for the project. An updated application form and an application fee will be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. Justin G. Johnson, Acting Commissioner Department of Environmental Conservation By Ernest Christianson, Regional Engineer Dated September 14, 2007 C South Burlington Planning Commission Donald L. Hamlin Consulting Engineers, Inc. Water Supply Division Water Quality Division Act 250 District Environmental Commission #4 Case #4C1153 Department of Public Safety, Division of Fire Safety Department of Health — Food & Lodging Licenses ray From: Craig Lambert Sent: Monday, September 18, 2017 1:40 PM To: ray Subject: RE. Maitri Building / Zoning Permit Ray, The plans are fine. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clamberM( sburl.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: ray Sent: Monday, September 18, 2017 12:54 PM To: Craig Lambert <clambert@sburl.com> Subject: FW: Maitri Building / Zoning Permit Craig, Can you please confirm that the changes you requested have been made to the attached plans. Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: William Roberts [mailto:broberts@cea-vt.com] Sent: Monday, September 18, 2017 11:46 AM To: ray <ray@sburl.com> Cc: cgalipeau@cea-vt.com; 'Derek Poirier' <dpoirier@maitriobgyn.com>; Jacques Larose <jlarose@cea-vt.com> Subject: RE: Maitri Building / Zoning Permit CAVIL U Irl1 IEURU IG A*50�'ZSJCIArIE�OSO, 11 IC. 10 Mansfield View Lane South Burlington, VT 05403 September 18, 2017 Mr. Ray Belair, Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 Re: Maitri Health Care — Parking Lot Expansion 185 Tilley Drive, South Burlington, Vermont Site Plan Permit Application Dear Mr. Belair: Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com As per our discussion, please find attached site plans, a completed Site Plan Permit application, and application fee ($613) for the proposed parking lot expansion project at Maitri Health Care Facility which provides 35 additional parking spaces to the existing parking lot. The applicant is preparing to start construction this fall when all permits are in place. If you should have any questions or need any additional information, please feel free to contact me at broberts@cea-vt.com or 864-2323 x305. Respectfully, :> Billy oberts Staff Engineer Enclosures: Site Plan Application Application Fee ($613) (3) Full Size, (1) Reduced, and digital copy of plans cc: Maitri Health Care (I Ix17 plans) CEA File— 13234 (11x17 plans) P:\AutoCADD Projects\2013\13234\3-Permitting\I-Local Applications\Cover Letter Ray Blair.doc �l�/1! ��Irl� I��;tl� I� ����JClr�r��. lNC. 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: mail@cea-vt.com August 14t11, 2017 Mr. Ray Belair, Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 Re: Maitri Health Care — Parking Lot Expansion 185 Tilley Drive, South Burlington, Vermont Supplemental L-1 Landscaping Plan Dear Mr. Belair: As per the decision of the DRB on site plan application #SP-17-21 Matri Health Care for Women, please find three copies of the revised L-1 Landscaping Plan that incorporates the recommendations of the City Arborist. If you should have any questions or need any additional information, please feel free to contact me at jlarose ,cea-vt.com or 864-2323 x306. Respectfully, acqu Larose Staf ngineer Enclosures: L-I Landscaping Plan (Revised) cc: Maitri Health Care( I I x 17 plans) CEA File— 13234 (l 1x17plans) P:\AutoCADD Projects\2013\13234\3-Permitting\l-Local Applications\L.etter Ray Blair - Landscaping Updatc.doc LEGEND - - - -336- - - -- EXISTING CONTOUR 338 PROPOSED CONTOUR - - - APPROXIMATE PROPERTY LINE - - - - APPROXIMATE SETBACK LINE O • IRON RODIPIPE FOUNDISET 0 CONCRETE MONUMENT - -SS GRAVITY SEWER LINE - -FM FORCE MAIN -- W WATER LINE - --OE OVERHEAD ELECTRIC AVF ---UE UNDERGROUND ELECTRIC P/ZZAO4LL/ PROPER77ES, L.L.C. - T TELEPHONE LINE - - G GAS LINE - - ST STORM DRAINAGE LINE QS SEWER MANHOLE 0 STORM MANHOLE V HYDRANT ® SHUT-OFF 'a, POWER POLE -I GUYWIRE U 131101 CATCH BASIN o-o LIGHT POLE SIGN DECIDUOUS TREE •` CONIFEROUS TREE i_Y_WYY EDGE OF BRUSH/WOODS -+-x- FENCE �- DRAINAGE SWALE 0 TEST PIT Q PERCOLATION TEST ® WELL PROJECT BENCHMARK O CONCRETE MONUMENT FOUND GENERAL NOTES 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts All d screpanc•es shall be reported to the Engineer, The Contractor shall contact Dig Safe (888 344 7233) prior to any construction. 2. All existing utilities not incorporated into the final design shall be removed or abandoned as indicated on the plans or directed by the Engineer, 3. The Contractor shall maintain as built plans (with ties) for all underground u til't'es, Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or indirect result of the construction. 5. All grassed areas shall be maintained until full vegetation is established. I 6. Maintain all trees outside of construction limits. 7. The Contractor shall be responsible for oil work necessary for complete and ' operable facilities and utilities. EX SA4H 8. The Contractor shall submit shop drawings for all items and materials R/M3597 in corporaled into the site work. Work shall not begin on any item until shop drawing approval is granted. 9. In addition to the requirements set in these plans and specifications. the EX co 08 q/M358.) M35B3 Contractor shall complete the work in accordance with all permit conditions and any /NV 351 local Public Works Standards. INV. 3532(f5•E/ 10. The tolerance for finish grades for all pavement, walkways and town areas shall cMF be 0.1 feet. v )A 11. Any dewatering necessary for the completion of the silework shall be considered- - _ as part of the contract and shall be the Contractor's responsibility. - 12. The Contractor shall coordinate all work within Town Road R.O.W. with Town 2-- authorities. 13. The Contractor shall install the electrical, cable and telephone services in accordance with the utility companies requirements. 14. Existing pavement and tree stumps to be removed shall be disposed of at on approved off -site location. All pavement cuts shall be made with a pavement saw. 15. If there are any conflicts or inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the item in question. 16. Property line information is approximate and based on existing tax map information. This plan is not a boundary survey and is not intended to be used cs one. 17. Welland data shown has been obtained from a site plan entitled "MOUNTAIN VIEW OFFICE PARK LOT 1 SITE DEVELOPMENT" dated August 2. 2008 prepared by Donald L. Hamlin Consulting Engineers, Inc. N/F P/ZZAGALL/PROPERNES, LLC. I I ! /­yy131 V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� -CLASSN • - - �. . WETLAND. . . . . . . . . . . . . . . . . . . . . . . % . i / 4• EL��M I I I I I / I III / 1 \ eoffER •\ 1. . . . /. / 1\ \ p I I I / III 22 / \ \ WEpN' �` 17-T .I / 50 REAR SETBACK EX/Sf a _\ PAVEMENT 1� i,� �, .-.�.�.:.I:.•.�.�.�.�.�.-. .�. . E I E j�E I 4'•.� 10 \ Z \ I I CLASS II - / ,/EX CB"I l� ��R. / v I I � :. � � .WETLAND. R/M3475 \ . K/ I I F . . . . . . /NV. 3408 (SUMP) / I / 1 EX OMH N I II I +,' I `•wii /M /N/NVV f4I..4 LA5 %NV. 34J/!5M"SP) I • ' I. _ - 3E) 0 _ EX as of C8413 ( RIM$* I +� \ M347.0 I i / m /NV. u't79.7/SL(MP/ 2(SUMP/ A IAW 3420(1 'AryARBAG/NV. .3 (f5"EJ ( NV Bu.srWVK ,r k7 EXIST I 1 loll(, lJv� A A / EWn/I PAVEMENT Fi m.LER STONEWALL 11 .r wEX.CB0-4 q \1 \\ A - II tDMEtu�p ff R/M30B EX CBFS NVJ0..2(SUMP) /NV 3f55f'S/Liz, V348SIM) IS /V.4 (15'E/ INV. 345.75 'fill I SIDE41L A1 �INV =3410jaA \.'ELM }EXBIKE RACK pEn - I�I \ \ \ EXISTING` - \ BUILDING -sr --- � /I II..\�� \ 4•SPRUOE I \ \\ \ W t10725SF. PAVER 'NV =34f 1\ F.FE-34BT PATrO I t ALI l III RPR EXISr. \ 1 VEA/EA1T PA I I I I CLUSTER owarER out-3400t12°NDPP/ 1:. 1 T C oo BIRCH SPRUCE ''yRI/,`p'� 4" SPRUCE 7- I - evil CL1/STER I I I / / , / MLE \ - - - W \ 45' BElIID I I CY o I\ 355, \\ 7I US=ERA_ / i / -_.r -_.. --- - G- YMAPLE \ I � I `Ij 0 H O• If_ m \ \ 7 \ 51 1 I f •�I //- / I I f714L7PE INV LL4 / �/ / 353\ - - -352 - 3_ -J51 JSO` -W- -, / - / - �W- IL - + -W- - I- - / / I ,4• 1.•� TILLEY D T/LLEYDRIVE GRAPHIC SCALE lo ( IN FEET I I inch = 20 ft. SITE ENGINEER: - Q_ CIVIL EMGIMEEI(IMG ASSCJCIATES. INC. 10 MANSFIELD VIEW LANE, SOUTH SURUNGTON, IT V403 B02ABO.I]29 FAx B02.eB4.Y1)1 xeb: wxw.ew-Hewn ��z..,�xr m zD�a - .0 H�cxrs Rssesyso DHMxH SAL CHECKED SAV APPROVED SAV OWNER: MAITRI HEALTH CARE FOR WOMEN 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: PARKING LOT EXPANSION 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 al T LOCATION 1" 2000 EXISTING CONDITIONS SITE PLAN DATE DRANINa NUMBER MAR., 2017 HALE=20' C 1.0 1" PHOJ. ND. 13234 V LEGEND - -- - -336- - - - EXISTING CONTOUR 336 PROPOSED CONTOUR APPROXIMATE PROPERTY LINE — - — — APPROXIMATE SETBACK LINE O • IRON ROD/PIPE FOUND/SET 11 CONCRETE MONUMENT — —SS GRAVITY SEWER LINE — —FM FORCE MAIN — — W WATER LINE OE OVERHEAD ELECTRIC --- —UE UNDERGROUND ELECTRIC -- T TELEPHONE LINE — — G GAS LINE — —ST STORM DRAINAGE LINE Q SEWER MANHOLE 0'. STORM MANHOLE HYDRANT 0 SHUT-OFF `O, POWER POLE - GUY WIRE CATCH BASIN O-o LIGHT POLE SIGN DECIDUOUS TREE CONIFEROUS TREE (\iWVYI EDGE OF BRUSH/WOODS —•—•— FENCE �— DRAINAGE SWALE 0 TEST PIT Q PERCOLATION TEST ® WELL PROJECT BENCHMARK EX Ce /B " RAW35E3 INV. 351.Z/SUAfP/ INV. 353.7(15'E) CAI, ZONING REQUIREMENTS ZONING DISTRICT. INDUSTRIAL / OPEN SPACE I R3F- MFI)ICAI C)FFICF MCWFN'S 14FAI THI CATEGORY ZONING REGULATIONS EXISTING PROPOSED MIN. AC. 3.O AC. 4.2 AC. 4.2 AC. COVERAGE BUILDING 30% 6.1% 6.1% FRONT YARD 30% 9.6% 18.0% TOTAL 1 50 % 1 23.7 % 29.2 SETBACK --.-. FRONT YARD 50' 31 � 31" SIDE YARD 35' 226±' 226±' REAR YARD 50' 152±' 152±' 1VF PIZZ40ALLIPROPER77ES LLC. I / ILIA V I I tr � �`' i i m a m rXLEYDRIVE PARKING SUMMARY Required Spaces - • 10,726 SF @ 5 space/1,000 SF = 54 spaces • Total Spaces Required = 54 spaces Spaces Provided - - 50 Existing standard spaces (2 handicap) = 50 spaces • 35 New standard spaces (2 handicap) = 35 spaces - Total Spaces Provided = 85 spaces (4 IIC) r ELA6` . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . .CUSS H \. . . _ . . . WE7LAND. . . . . . . . . . . . . . . . . . . . . . / REAR SETBACK ' \\i1� . . . . . . . . . . . \I \1( . . 1 . \ 1 . 1 n . -\ \ PROPOSED SILT FENCE AND �'. - - .WETLAND- - G CTION FENCING ' - - ALONG • - • .' ALONG WETLAND BUFFER . . .. . NEW DMH (24' SUMP) 1 RIM=346.5 . . . . . . . . . . . . / \ INV. IN=341.262 115' MIN.1 I INV. OUT=341.252 (15' MIN.) \ (INV. BASED ON DESIGN PLANS • ' • ' ' ' ' " ' ' ' FIELD VERIFY INV. PRIOR TO - �- \ �Jy \ CONSTRUCTION) /{ - _ , , _ , ARBAG C ) ''. i r �yF �... . . . \ \ . \\ \� STONE WALL, 1 . I _ f\9� I 6E1U� � � I SIDENA, \ INV.=J{1 0 \ I PROPOSED SILT FENCE AND CONTRUCTION FENCING ALONG WETLAND BUFFER \ R EKI RO CURB EX. BIKE RACK I \ \ EXISTING SPILLWAY W _ _ \ \ \ I REINFORCED WITH - -:, DEPRESSED CURB AND HANDICAP RAMP I / TYPE I STONE \• EX/STING BUILDING s10,, 7255F — —ST PAVER — f �\\\\�9\`- . 1 •• .. \ \ Q Jam. SPILLWAY i� v INV.=343.5 FFE =3V9T PAT/O A----- _ -------- - REMOVE EXISTING i`-, PROVIDE ('ORIFICE •-. AT6"PVCINV ERT /� U SIDEWALK \ 1 ^ RELOCATED PEDESTAL LIGHTS (TYP. OF 21 L.AfJ ® I O NEW S-O' CONCRETE SIDEWALK AND CURB I ,� I ` m / IM/m(=adao l5'PV \�\\ NEW (3) 2' CONDUIT UNDER PAVEMENT FOR FUTURE VEHICLE CHARGING STATION I \ \ MV OUT-3J0 o Ill" COORDINATE WITH OWNER �'+� SL7 - MOUNTABLE TRANSITION CURBS \ \I \ \ ----� - rA CEW 'CONC. CURB SEE LANDSCAPING PLAN FOR PROPOSED TREE \ \ — NEW \ PAVEMENTI / I LOCATION, SIZE, AND SPECIES I �• - �j— - / / — — — — NEW SWALE X ' _�� I -A� - - - , - FLUSN 3 \350-_- ` v TYPICAL STONE PAD CLEAN AND RESTORE POND POOL VOLUME TO MINIMUM OF 5,922 CF J - PRIOR TO COMPLETION OF WORK I NE i-2 HOPE W/ FES / INV .349.0 TILLEY DRIVE GRAPHIC SCALE Sol ( IN PEST ) I inch . 20 rt. SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES. INC. 10 MANSFIELD VIEWLANE, SOUTHBURUNGTON, VT 05403 Bp28B9.2323 FAN-BO?84E-22)1 _ www cae Hcwn DRAWN SAL CNECEED SAV APPROVED SAV OWNER MAITRI HEALTH CARE FOR WOMEN 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 PkOJECT: PARKING LOT EXPANSION 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 RL`�0 N LOCATION MAP REVIBION CAL AND ACT 250 SUBMITTAL ADDED STORMWAtER CALLOUT ADDED ELEC, CONDUIT PER ACT 2. NEMSED POND PER LOCAL COMMENTS PROPOSED CONDITIONS SITE PLAN RAWING NUMBER MAR., 2017 SCALE 1"=20' C 1 . 1 PROD. NO. 13234 LEGEND -- EXISTING CONTOUR 336 - PROPOSED CONTOUR - - APPROXIMATE PROPERTY LINE - - - APPROXIMATE SETBACK LINE O • IRON ROD/PIPE FOUND/SET O CONCRETE MONUMENT --- SS GRAVITY SEWER LINE - -- FM ----- FORCE MAIN W WATER LINE OE OVERHEAD ELECTRIC JI UNDERGROUND ELECTRIC T TELEPHONE LINE -- -- - G GAS LINE - Si STORM DRAINAGE LINE N SEWER MANHOLE STORM MANHOLE HYDRANT ® SHUT-OFF POWER POLE - GUY WIRE ulllI CATCH BASIN D_O LIGHT POLE SIGN DECIDUOUS TREE CONIFEROUS TREE /'WWYI EDGE OF BRUSH/WOODS -•-•- FENCE - DRAINAGE SWALE TEST PIT Q PERCOLATION TEST ® WELL PROJECT BENCHMARK N/F P/ZZAGALL/PROPERRES, LLC it r/ // / \' \ M . . . . . CLASSN . . . . . . . . --___/ I/ \ \. . . . . . .WETLAND. . . . . . . %. �i--- ------- e• E40'lT / iGo 225 'CO PACT AR LY' 1\\ \\ 5D \ PAR ING SIGNS,' Lp Vp y \ \ l l ( I I I 1I J I ip I I, MATCH EX. CURB 0 _ \ ��'4 REMOVE EXISTING CURB / ' 7a0/ 1\�\ \ NEW 7 lff STANDARD�.... ........ . PARKING SPACES (TYP.) / / EA7ST. 1 j EX/ST. REA I _ _ _ _ _ _ Tp BE EMOVED a l _ PAVEMENT 1 I.p raj I \ .\ riX1 . . . . . . . . . . . . . . . . . \ E \\\ I 1 \ / / NEW CONC. / 11 10 O \ \ I CLASS II .CURSXF 1 // 1 PROPOSED SILT FENCE AND '. WETUYND T_ R/M347.5 \ CONTRUCTION FENCING /NV 34o.B/SUMP/I/ EXROMN/ ALONG WETLAND BUFFER _ - - .B/T5'S/ V�4B . / I � NEW OMH (24' SUMP) - - - - - '� I I // / - i P VE /� /�. Wi / /NV B41.4 /!5'S/ I I RIM=348.5 g I \ +• SPRUCE I I I / _. - - - / ENV. 3!!.3(ISEI l INV. IN=341.262 (15' MIN.) O ; 3 0. I / INV. OUT=391.255 (15' MIN.) / // / I / y �, CB 61 \ (INV. BASED ON DESIGN PLANS FIELD VERIFY INV. PRIOR TO / <. sPB,uce I I EX/ 3 7'0 / MM,Pa81 . I " MATCN EX /M347.0 \ \ CONSTRUCTION) � 9 /Nv3a9T/sL1alP/ ,� v 3 7s /NV 9a2M J _ 46 J48.B / /NV. .3/15'N9 / _ _ 151� -- . - 25/15'N1 /NV \ \ . . . . . . 341.8 l - I kEME - 11 PAVEMEM 1 /l,i/ - ST I A A A\ \\ \v STONEWALL II 11 IEX CB,e4 0 \ Sl \\ \\ \\\ I II BPFE6 R/M35o6 EX CB.95 R/M350..6 INV.3f55/15-S/ I I INV. 343E(SUMP) I \. . INV. .4 11E/ - MATCH EX. CURB _ 1 /NV. 3457/15'N/ -- /Illn \ _ SSIDEWALK /MATCH EX. CU 349.1 7 348.2 II SIDEW PROPOSED SILT FENCE AND a w.9 M a '348.2 1 3 \ \ \ CONTRUCTION FENCING ALONG WETLAND BUFFER EXISTING SPILLWAY E%. BIKE RACrc \ \ i •„� REM VE EXI TING CURB u '/ REINFORCED WITH N 8x158T NDAflD \ > IN / / "' \ g TYPE I STONE DEPRESSED CURB AND HANDICAP RAMP I \ \ PA ING SPACES (NP.)\ \ � III V\ �A A •�/ EX/s r'vv' A V A SPILLWAY aSPRI# \ \ •••.� �fm \ - BU/LO/NG -�T '� INV.=343.5 11 41 348.8 1 349.2 t+i l i � �. Y PAV7/O II l PN.=.4F4\ �sQ T I I III Eyv CONIC. \ ? - -11 - - AT •'/PVCIINVEIRT E N I I III I CUAQ \ / REMOVE EXISTING I 1 1 'r� \+•SPRUCE SIDEWALK I I EX/ST, \ RELQCATE SX I /- i 1 1 l i t •.�. �o I I PAVEMENT \ \ \ \ \/P-TEyDp� TALL w ` 5 PTO RELOCATED PEDESTAL LIGHTS (TYP. OF 2) r3 \ \ \ _ y COST. �REE \ O • NEW 5'-0" CONCRETE SIDEWALK AND CURB \ \\ I I - ,;, w\ / \ 349.] NEW (3) 2' CONDUIT UNDER PAVEMENT FOR FUTURE VEHICLE CHARGING STATION LB \ \ \`+\E}(t- 5 \ I •Sp u E / / COORDINATE WITH OWNER _ rpB,RCR I I +'SPRUCE / I J 8 TRANSITION CURB �\ \�\ \ �,� T EX SMH R/M".7 � I 45 \ °BE1yD I \ .4 j ,� / / EW MOUNTABLE � CONC. CURB NEW • SEE LANDSCAPING PLAN FOR PROPOSED TREE 358- \ 3S1 PAVEMENT I LOCATION, SIZE, AND SPECIES EX co s`b' of • \ \ �` ti \,� I �I• ` C}LISTER LUSTER \I yl / 352. �. +� �(� - - - - - -G- O RIM3583 \ /NV351.2/SUMPJ I \ ' 5 \\I I I / STD / \ /- xT -4 •T _ c� NEW SWALE' - INV.3S92(75'E/ I (�I \ //. \ I / I I `D 3 ��� I I 12' i4DPE .. _ _ -330_ --MALE.- -- - C ESTOREPOND POOL _ -35 Z 35 TYPICAL- STONE PAD _ - VOLUME TO MINIMUM F 5,922 CF _W- _ // / HDPE W/ FES PRIOR TO COMPLETION OF WORK INV >•349.0 EROSION CONTROL REQUIREMENTS 1L -t / + 1. THE CONTRACTOR SHALL TAKE CARE TO MINIMIZE TRACKING OF CONSTRUCTION EOUIPMENTWITHIN APES IDENTIFIED AS PROPOSED INFILTRATION FACILITIES(DRYWELLS, 4- �`y 1 e4• a 01 ,I // e, e'° +. L ``n1 LEy DR/vE �IL BASH, TRENCHES) IN AN EFFORT MINIMIZE SOIL COMPACTION AND LOSS OF INFILTRATION RATE. TLL Lf7 DFILVE 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SEDIMENT CONTROL PRACTICES UPSTREAM OF ALL PRACTICES DURING CONSTRUCTION. SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED IN GOOD OPERATING CONDITION UNTIL ALL CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED. 3. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE VT DEC 'LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL' AND IN ACCORDANCE WITH THE CONDITIONS OF THE VT -DEC CONSTRUCTION GENERAL PERMIT ISSUED FOR THIS PROJECT. GRAPHIC SCALE lo ( IN FEET ) 1 inch = 20 (t. SITE ENGINEER: C LIVIL ENGINEEEING ASSOCIATES, INC. 10MANSFIELDVIEWLANE, SOUTHBURLING",, W 05403 Bd28442320 FAK: B02-BE4-2211 - wwW.cee1- DEARN SAL CHECKED JDL APPROVED SAV OWNER MAITRI HEALTH CARE FOR WOMEN 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 PARKING LOT EXPANSION 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 I-, 61 I Mis-- -iwo IN LOCATION MAP 5/21/17 JDL I DEC STCNMWATER SUBMITTAL A/10/17 JDL LOCAL AND ACi 250 SUBMITTAL A/17/17 JDL ADDED ETORMWATER CALLWT 5/D4/17 JDL ADDED ELEC. CONDUIT PER ACT 250 5/II/I7 JDL RE-D POND PER LOCAL COMMENTS PROPOSED GRADING & UTILITY PLAN DRAWING NUMBER MAR., 2017 SCALE C1.2 1"=20' -DID 13234 4" MINIMUM TOPSOIL, SEED AND MULCH ALL SIDESLOPE - USE EROSION MATTING (WHEN REQUIRED) TO ESTABLISH BITUMINOUS VEGETATION, PARTICULARLY ON CONCRETE LOW SIDE OF ROADWAY PAVEMENT -' 1 ," TYPE IV EMULSIFIED FINISH COURSE ASPHALT 2• TYPE 11 12' MINIMUM BASE COURSE CRUSHED GRAVEL _ SHOULDER_ + _-3 1 W CRUSHED GRAVEL FINE o • , OR AS AOT SPECIFICATION 70405 SHOWN ON PLANS 12 DENSE GRADED CRUSHED STONE ACT SPECIFICATION 704.06 - , '— COMPACTED SUBGRADE �- SEPARATION/STABILIZATION % GEOTEXTILE TYPICAL PAVEMENT SECTION qg Y (FULL DEPTH CONSTRUCTION SECTION) N.T.S. A. w s-0oe REWseD nna/xwA - 4' MINIMUM TOPSOIL, SEED AND MULCH EXIST. TOP COURSE TO BE ALL SIDESLOPE REMOVED AND OVERLAIN - USE EROSION MATTING (WHEN AS PART OF NEW REOUIRED) TO ESTABLISH VEGETATION \—, PAVEMENT SECTION 1Yp' TYPE IV FINISH COURSE SIDEWALK WIDTH AS SHOWN ON PLANS NEW 2Y2' TYPE II BASE COURSE 5' THICK CONCRETE SIDEWALK ONSTRUCTION / II I W THICK AT DRIVEWAY CROSSINGS) EXIST. BITUMINOUS PAVEMENT g' t e" COMPACTED CRUSHED f 1g'(MIN) o 1 GRAVEL (704.05 FINE) EXIST. BASE MATERIAL `�' ° �1r�r�k�- UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL \- SAW CUT PAVEMENT, NOTES: EDGE OF EXISTING PAVEMENT CLEAN AND I COAT WITH - — EMULSION COO W 1. EXPANSION JOINTS SHALL NOT BE PLACED PAVING 2. THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. 3. NO DEICER SHALL BE APPLIED TO SIDEWALK TRANSITION FROM NEW PAVEMENT LINT L AT LEAST DAYS OF AIR DRYING TIME HASIOCCURRED30 TO EXISTING PAVEMENT ; CONCRETE SIDEWALK DETAIL N.T.S. 3 N.T 8-014 REVISED oI:es. iol-i 8-0OZ REVISED 111120,:. SITE ENGINEER: CONCRETE CURB r TOP COURSE BITUMINOUS CONCRETE OR BRICK S' PAVERS CONCRETE PAVEMENT Y.- R. BASE COURSE BITUMINOUS _ CONCRETE PAVEMENT CIVIL ENGINEEBIPIG ASSOCIATES. INC. V' 10 MANSFIELO VIEW LANE, SOUTH BURLINGTON, VT 05403 o 0 8­2323 FAX 902-8N2271 we0: wA^u.c9a-N cwn qp °oCRUSHED GRAVEL (FlNE) °o CDPYRIGxT © z - o \ \ LIMITS OF SUBBASE "-o°" o"-o°"FOR CURB W/OUT DENSE GRADED S. ° 4. , SIDEWALK DRARN SAL \� SUB -BASE MATERIAL/// PROVIDE 12' MIN. SUBBASE MATERIAL BEHIND CURB cxecKeD SAV ANDTOWITHINWOF APPRovED FIN SHED GRADE FOR GRASSED SURFACES SAV NOTES: OWNER: 1. CURBING SHALL BE CONSTRUCTED IN 10 SECTIONS WITH Y' JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 201 AND SHALL BE OF MATERIAL,'MAITRI CO NFORMIINGTOAASHTOCONSTRUCTED DESIGNATION M-153 HEALTH SPONGE RUBBER OR CORK). �/% / O" %� WOMEN CVVARE FOR EN 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK • AND CONCRETE CURB TOP. 185 TILLEY DRIVE CURB w/SIDEWALK DETAIL SOUTH BURLINGTON VERMONT 05403 (SIMILAR WITH OUT SIDEWALK) N Ts. � � oo+ REVISED lOM1IZOt5 FINISH GRADE CONCRETE CURB TOP COURSE BITUMINOUS FRAME i COVER LC266 y�y -- - ` ! SET FRAME ON FULL PARKING LOT CONCRETE PAVEMENT S' 3• PAVERSETE OR BRICK TYPEC'OR EQUAL (ADJUST TOM ET FINISH MORTAR BED SEAL y R. GRADE) JOINT TOPSOIL, RAKE, APPROVED BACKFILL Y'R. BASE COURSE BITUMINOUS A--- ADJUST TO GRADE W/ SEED i MULCH THOROUGHLY COMPACTED EXPANSION CONCRETE PAVEMENT -- -- CONE SECTION OR 4'O -- _---� 24' RECAST RISER SECTIONS UNPAVED PAVED IN e" LIFTS ^ (� w R. • TRAFFIC COVER (HEAVY (BRICK$ SHALL NOT BE NOTES: 2' n DUTY) FOR SHALLOW USED ) ',i 1. COMPACTION OF BACKFILL AND BEDDING SHALL BE A MANHOLES-+ / MINIMUM Of 90%195% UNDER ROADWAY SURFACES) OF ' ° m ^ ,o°000, ° o,-,,,.. POLYPROPYLENE WATERTIGHT JOINTS I DRST(ASTTD698). MINED IN THE STANDARD 185 TILLEY DRIVE 'o° '°oo" •, ", '?.o� ° '0000CRUSHED GEIAVEL(FINE) y MANHOLE STEPS USING MASTIC OR RUBBER GASKET a PROCTOR TC9T (ASTM 0994). PROCTOR SOUTH BURLINGTON (or D.C. - -- z. BEDDING MATERIAL SHALL NOT DC PLACED ON FROZEN UMITS OF SUBBASE _ i COAT EXTERIOR OF ENTIRE sOBGRADe. VERMONT 05403 FOR CURB W/OUT DENSE GRADED w O O C MANHOLE W/ A ANY STONES MORE I 9• g• SIDEWALK SUB -BASE MATERIAL F H O ^ � g0'MIN.--- WATERTIGHT SEALANT COATS) APPROVED BACKFILL SMALL NOT CONTAIN ,THAN ITINAM ER (24.OF IN OUTSIDE ,1HE PROVIDE 12' MIN. SUBBASE DWj gYg IIHINSION THE MAXIMUM DIAMCTCR WITHIN N•OF THE OUTSIDE OF THE MATERIAL. MATERIALBEHIND CURB CAST -IN -PLACE FLEXIBLE 5 PIPE), OR CONTAIN ANY FROZEN, WET, OR ORGANIC �\ \ AND TO WITHIN g' OF ✓/�/, AND 2 u _ MANHOLE SLEEVES A. TRENCHES Bl TKEPT PRIOR TO GRADE FOR G AN PLACING OF PIPE BEDDING MATERIAL AND KEPT PIPE DING MATERIAL FI NOTES: GRASSED SURFACES ybj Z z¢ a11 Dig DCWATCRCD DURING INSTALLATION OF PIP! AND BACKPILL. 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH < 15 HOPE j E' 15'HDPE oo - STORM LINE, SEE PLAN 9. IN TIICNCHlB WITH UNSTABLE MATERIALS OR HIGH WATER TABU. TRENCH BOTTOM SHALL FIRST BE STABILIZED BY Se JOINT BETWEEN SECTIONS. w W n a —L• °OHO° FOR TYPE AND SIZE PLACEMENT Of FILTER FABRIC THEN CRUSHED STONE (S/A' *+e PIPE BEDDING MAXIMUM). 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED PRECAST CONCRETE OR Oo° e. TH! SIDES Of TRENCHES NOR MORE IN DEPTH ENTERED BY EVERY 2a AND SHALL BE CONSTRUCTED OF MATERIAL POURED IN PLACE BASE _ _ o PIRSONNELSHAU.BE SHEETED OR SLOPED TO THE ANGLE Of pgp,ECT CONFORMING TO AASHTO DESIGNATION M453 (Yz" SPONGE RUBBER OR CORK). SECTION e� ooO o ° oo ° — UNDISTURBED SOIL RCPOSE AS DEPINED BY O.SM A. STANDARDS. 'LOCATIOI /\ 1 O o O O OC 12' MIN. — — OR ROCK T. BEDDING MATERIAL SHALL CONSIST Of CRUSHED STONE. 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK T) '\ 0 0 O GRAVCL, OR SAND WITH A MAXIMUM 81Z! Of K'. SUBMIT A nu[r ox.Iff,; AND CONCRETE CURB TOP. ,/ �., '- --- SAMPLE TO THE ENGINEER FOR APPROVAL. 6- MIN. CI. USHED STONE 8 MOUNTABLE CURBING UNDISTURBED SOIL ORROCK -'/ BEDDING TYPICAL STORM TRENCH TYPICAL STORM MANHOLE ' (SIMILAR WITH OUT SIDEWALK) N.T.S. 3 N.TS_ _ N.T.S. RL ON 3.T 2 it TYPE It STONE FILL EMERGENCY SPILLWAY tar �3 TYPE I STONE p FILL PAD PLAN TYPE STONE FILL PAD T SECTION FILTER FABRIC MIRAFI 140NS OR EQUAL STONE FILL PAD N.T S LOCATION MAP GATE CHECKED REVISION OS/21 /1) JDL DEC STORMWATER SUBMITTAL OA/10/+) JOL LOCAL AND ACT 250 SUB1TTAL SITE DETAILS DRAe1NG NUMBER MAR., 2017 SCALE C2.O AS SHOWN PR I. NO. 13234 t \ /4� EI 4- SPRUCE _ 4y4E�2LM - _7T ELM/T7 3 ' N Ln 1.1 IGi EXIST. PAVEMENT 4! 11 1O O LM 3 356.s ti 0 I CE �o ro two —.8 EXIST ST PAVEMENT St EL PLO 34R.1 4-ELM 4 ELn1; 6IN {x 4 2ULM P BIRC ::LUSTER u r / s r e CLUSTER - - -� 61O CH-OBIRCH CLUSTER LUSTER $T D BT 1 J ry �,3 3 Aso 349.. 1-A�CEru_b'SunW'q�p 149 ST TTJJ�7]7 y 0 N I. ;34- S4- Plantina Schedule Count ID Common Name Scientific Name Unit Mature Hel ht Matures read Trees 2 ACErub'Sun' Red Sunset Red Maple Acer rubrum 'Red Sunset' 2.5-3" 45 -50 ft 35 - 50 ft 4 QUErub Northern Red Oak Quercus rubra 2.5-3" 50 - 80 ft > 35 ft 2 ULMame'Pri' Princeton Elm Ulmus americana 'Princeton' 2.5-3" 50 - 80 ft > 35 It Shrubs 6 PHYopu'CG' Center Glow Ninebark Physocarpus opulifolius'Center Glow' #3 6 - 8 ft 6 - 8 ft 4 RHUaro'GL' Gro-Low, Fragrant Sumac Rhus aromatica'Gro-Low' #3 24 - 30 in. 1 4 - 7 ft t NOTE: THE WIRE A HOSE NEVER CUT MAIN LEADER SET-UP LENGTH OF HOSE USED MUST BE LARGER THAN THE CIRCUMFERENCE OF THE TREE TRUNK. RUBBER HOSE 8 - 12 GA. WIRE 2'xT WOOD STAKE TREE WRAP (FALL SEASON COVER TOP OF BALL WITH ONLY) PLANTING MIXTURE. DO NOT �: COVERTRUNK, MULCH FORMED IN CIRCULAR REMOVE TOP 50% OF BURLAP SAUCER & TWINE AND WIRE CAGE � FINISH GRADE IIII IIII — FIRM WELL PROPORTIONED BALL. SOIL BACKFILL IIII IIII III CRACKED OR MUSHROOMED BALLS ARE NOT ACCEPTABLE. DRIVE STAKE 12' BELOW BOTTOM OF TREE PIT BALL DIAMETER TO COMPLY WITH MIN. GUIDELINESAS TWICE THE WIDTH OF ROOT BALL SET FORTH BY THE AMERICAN STANDARDS FOR NURSERY STOCK LATEST NOTES EDITION T.—PROVIDE MULCHED CIRCULAR SAUCER FOR INDIVIDUAL PLANTS. 2, PROVIDE FIRM WELL PROPORTIONEDROOTBALLS, CRACKED OR MUSHROOMED FOOTBALLS ARE NOT ACCEPTABLE. 3. THE IST ORDER LATERAL ROOTS ARE TO BE PARTIALLY EXPOSED PRIOR TOOIGGING, DIG PLANTS SO THATBURLAP RESTS ON NO MORE THAN 1"OF SOIL ABOVE THE IST ORDER LATERAL ROOTS. SPACING SEE PLAN ,15' MN., SPREAD .IB' MIN.. INSTALL 2.3' OF MULCH KEEP MULCH AWAY FROM TRUNK 25 � FINISH GRADE I�I� IIII III IIII= IIII IIII itEEEEIIII=1 PLANTING HOLE SHALL BE APPROX. TWICE THE DIAMETER OF THE FOOTBALL WHEN APPLICABLE. REMOVE TOP 113 OF BURLAP NOTES INCLUDING TWINE OF BALLED AND T—PROVIDE MULCHED CIRCULAR SAUCER FOR INDIVIDUAL PLANTS. BURLAP PLANTS. REMOVE 2. PROVIDE FIRM WELL PROPORTIONED ROOTBALLS. CRACKED OR COMPLETE CONTAINER OR PEAT v�3 MUSHROOMED ROOTBALLS ARE NOT ACCEPTABLE. POT FOR CONTAINER BROWN OR 2 POTTED PLANTS. SCARIFY PERIMETER ROOTS OF CONTAINER (/\ ROOT BOUND PLANTS. Note: New planting islands to be filled with planting soil to a minimum depth of 2.5 feet to support tree growth 0 20 40 60 80 FT L-1 r In DO m UU UU UJ ❑ ❑ ❑ N II N � M W m 3 V d N o coo LV a a U N ID J p �j Cl) Ln N —O O > W U z > p O = F C F 7 .� LLj m `.° a vi ; N O .o.. a` i= d c d m — U U SIDEWALK)— -- CURB 4'-0' MIN. PLANTER OR O OTHER NON- 9 4 N4 LANDING MAX. - 2% TRANS- A VERSABLE A t4� CROSS SLOPE IN ANY DIRECTION - I I I OBSTACLE J f - DETECTABLE WARNING C I I O (IF SHOWN ON PLAN) B B P 1 } CURB ' EXAMPLE I: EXAMPLE 2 CURB RAMP w/ : PAIRED SINGLE RAMP RAMPS AT DETECTABLE WARNING ON CORNER CORNER. (IF SHOWN ON PLAN) RADIUS. DETECTABLE WARNING (IF SHOWN ON PLAN) 6" MIN. R' MAX. CURB RAM � O DETECTABLE WARNING RAMP 24' (IF SHOWN ON PLAN) RAMP FLARE ,W--WMIN. ROADWAY (u SURFACE 2.0%MA%. 8.3%MAX, 10.0%MAX• 6.0 a MAX. ADJACENT SECTION B-B SECTION A -A TO RAMP TYPICAL HANDICAP RAMP - TYPE 2 PERPENDICULAR RAMP IN URBAN N.T.S. Ma09 SETTING - WIDE SIDEWALK RlVISlD ttx1 zolb --� 4'-O'MIN. L2- 1 C C SO'MIN. DETEC+TABLEWARNIN. (IF SHOWN ON PLAN) EXAMPLE 3: RAMP ON TANGENT SECTION T-0' MIN. T-0' MIN. RB TMNSITI RB TRANSIT UqB RAMP CURB SECTION C-C CURBINGAND/OR — EDGE OFPAVEMENT Y ON CENTER I I 1B' 4' WHITE — I PAINTED MARKINGS I 1 r HANDICAP SIGN I I I 1C I 1 I I STANDARD PARKING SPACE HANDICAP PARKING SPACE TRAFFIC MARKING PAINT TO BE READY -MIXED TRAFFIC PAINT SUITABLE FOR MARKING ON EITHER BITUMINOUS OR PORTLAND CEMENT CONCRETE PAVEMENT. READY -MIXED LOW VOC TRAFFIC PAINT SHALL CONSIST OF 100% ACRYLIC TYPE, FAST DRYING TRAFFIC PAINT. LINE STRIPING DETAIL N.T.S. Sato REVISED tx/09/2411 NOTE: PAVEMENT MARKINGS TO MEET STATE STANDARDS E-191 HANDICAPPED PARKING MARKING DETAIL la1L RlVISlD U%/4010 CONDUIT SHALL BE ENCASED IN A 4' ENVELOPE OF CONCRETE UNDER THE FOLLOWING CONDITIONS: A. FOR INSTALLATION UNDER THE TRAVEL PORTION 2' HIGH LETTERS 12' (rtp') OF THE ROAD. B. WITHIN 10' OF WATER. SEWER, GAS AND DRAIN CROSSING. - ELECTRICAL CABLE MARKING ESERVED TAPE SHALL BE PLACED W TO PARKING ' 12' BELOW FINISH GRADE I-Eff iiiiii• __- �ooiii ACCESSIBLE N.T.S. SIGN SHALL BE POSTED AT THE HEAD OF EACH HANDICAPPED SPACE, MOUNTING HEIGHT IS 60' MINIMUM TO BOTTOM OF SIGN, Sat6S REVISED Bxx.xOt6 = APPROVED BACKFILL THOROUGHLY COMPACTED IQ IN 8" LIFTS E — MIN. 4' SAND OR FINE ELECTRICAL CONDUIT GRAVEL ON ALL SIDES 12'MIN. OF CONDUIT ELECTRICAL TRENCH - SECONDARY N.T.S. . MaSle RlVISlD 06.16�x010 SITE ENGINEER: r -F CIYIL ENGINEERIPI, ASSOCIATES, INC. 1011,14NSFIELDVIEWIANE, SOUTHBURUNGTON, VTV403 802851.— FAN: 8028602211 webwww.cee — R zo DRAW SAL f.I1F.fEED SAV SAVR OWNER MAITRI HEALTH CARE FOR WOMEN 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 I'NOJ FCT: PARKING LOT EXPANSION 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 N I LOCATION MAP I n Dn> .c� �ocAE Arvo ACT zso 1—TT SITE DETAILS DAZE MAR., 2017 AS SHOWN 13234 C2.1 Introduction This project is subject to the terms and conditions of the aulnorfza bon from the Slate of Vermont to discharge construction related stormw ter runoff. Coverage under the Slate Construction General Permit 3-9020 is required for any construction activity that disturbs I ormore of and, o is part of a larger development plan that ill e start I or mare acres. This project has been deemed to qualify a a Low Risk Site which is subject to the e n prevention and sediment control (EPSC) sondords sat for in o the Stale of Vermont's Low Risk Site H n k f r P...nli n an im Cartel l The following n motive and imm pleentation requirements represent them standard for which this site is required to be maintained as regulated by the State of Vermont. Any best management practices (BM P's) depicted on the projecl's EPSC Site plan which go beyond the Handbook requirements ore nsideed to be integral to the m -g-rt of the site and represent components of the m ra pal EPSC approval for the project which shell be implemented. The EPSC plan depicts o nap shot in time of the site. All n s tr,ctlon sites are fluiG n their day to doy "P.... :s and risks es it relates to zing sediment ass from the site. It s the responsibility of the Contractor to implement then .cry BMP's to comply with the Low Risk Handbook standards Outlined n this sheet based an the interim site disturbance conditions which may or may not be shown on the EPSC Site Plan. Specific BMP's which a critical to allowing the project to be considered o Low risk its include the items checked below: Maintain st IeaN 50 feel of ealablMhed vegetated bueer tiro-rudion rune- before entering .receiving watery • omrrxnfha «haunt of dial«bad eerM to wo acres .leas et any orw kma. a11 bee moI as, of dWNNad earth expoawem nv bcabw lref«elwaporary «.el aladluelim wmper,reoled me project W I dlswrb lea. man wo acre. d lull wan on on..." Ike lban k=o lz. Lima the ix j sail- to bee Men two acres wIn,loam great« then 6% This pralectW .0hodzed to dielurb up to._ acres 1. Mark Site Boundaries Purpose: Mark the site boundores to identify the limits of construction, Delineating your site will help to limit the a of disturbance. preserve existing vegetation and limit erosion potential on the site. How to comply. Before beginning construction, walk the site boundaries and flag trees, post signs, o nsloll orange safely fence. Fence is required any boundary within 50 feet Of , stream, lake. pond or wetland. unless the area is already developed (existing roads, b0dngs, etc.) 2. Limit Disturbance Area Purpose: Limit the amount of soil ap osed at one time to reduce the potential erosion on site. Requirements: The permitted disturbance area is specified on the site's written oulhori zation to discharge. Only the oc rage listed on the out horization form may be trip of forty given lime. How a o comply: Plan ahead d phase the construction octivibes to ensure that no e than the permitted acreage is disturbed al o e lime. Be e erosion to than stabilize expoworsed soil with seed and mulch or stir control matting before beginning k in a new section of the site 3. Stabilize Construction Entrance Purpose: A stabilized construction entrance helps remove mud from vehicle wheels to pre .ant tracking onto streets. Requirements: If there will be any vehicle traffic off of the construction site, you must install a stabilized construction entrance before construction begins. How to install Rock Size: Use a of 1 to 4 inch stone Depth: 8 in chesm Width: 12 feet minimum Length: 40 feet minimum (or length of driay, if shorter) Geotextile: Place filtervewcloth under entire gravel bed Maintenance: Redress with clean stone as required to keep sediment from tracking onto the street. 4. Install Silt Fence Purpose: Silt fences intercept runoff and allow suspended sediment to settle out. Requirements: sat fence must be nsloned: • n the downhill side of the construction oclivities • between any ditch. Swale, storm sewer inlet, or waters of the State . andthe disturbedil so • s ray be must et be uasd a eedim. la,m s due to their tendency to degrade and fall apart. Where to place: • Place silt fence on the downhill edge of bare soil. At the bottom of slopes. place fence 10 feet downhill from the end of the slop 5(If space is ovailoble. • Ensure the ill fence catches all runoff from bare soil. • M..imum drainage a ea is X acre flu 100 feel of sill fence. • Install silt lent, a s the slope (not up and don hills!) • Install mul o liple rows of sill fence on long hiwlls to brook up now. • Do not nsloll silt fence across ditches, channels, or streams or in stream buffers. How to install silt fence: • Dig a trench 6 inches deep across the slope • Unroll silt fence along In. trench • Ensure stakes a an the downhill side of the fence • Join fencing by rolling In, end slakes together • Drive stakes in against downhill side of trench • Dr I- stakes until 16 inches of fabric is in trench • Push fabric into trench; spread along bottom • Fill trench with soil and pack down Maintenance: • Remove accumulated sediment before it is holfway up the fens.. • Ensure that silt fence is trenched in ground and there are na gaps. 5. Divert Upland Runoff Purpose: Diversion berms intercept runoff from above the construction site and dknet it a and the disturbed a . Tni ant lean .otp •il s prev site. from becoming muddied ith soil from the cone Muclion she. Requirements: If tormwaler tins onto your site from upstate ar and your site meets the following two conditions, you must Install a diversion berm before disturbing any soil. 1. You plan to have on more e acres of sail exposed at any e lime (axcluding roads). 2. Average slope of the disturbed area is 20% or steeper. How to install: 1. Compact the berm with a shovel or orth-moving equipment. 2. Seed and mulch berm or cove with erosion control matting immediately otter in slallotion. r 3. Stabilize the Flow channel with seed and strawre mulch ore elan on trot matting. Line the channel with 4 inch stone if the channel slope is greater then 20%. 4. Ensure the` drains to a outlet stabilized with riprop. Ensure that there is no al the outlet. S. The diversion berm shall re ai in place until the disturbed areas are completely stabi liz,d, 6. Slow Down Channelized Runoff Purpose: Stonecheck dams reduce erosion in drainage channels by slowing down the stormwater flow. Requirements: f there 1s entrated now (I In a ditch o channel) of slormwoter a on .you r site. then you must install stone check dams. Hay bales must not De used os check dams. How to install: Height: No greater than 2 feet. Center of dam should be 9 inches lower than the side elevation Side slopes: 2:1 or flatter Stones e. Use a mi.ture of 2 to 9 Inch stone Width: Dams should span the width of the channel and e.tend up the sides of the banks Spacing: Space the dams so that the bottom (toe) of the u p steam dam is at the elevation of the top (crest) of the downstream dam. This spacing is equal to the height of the check dam divided by the channel slope. Spacing (in feet) = Height of check dam (in feel)/$Iope in channel (ft/il) Maintenance: Remove sediment occur" ulaled behind the dam as needed to allow channel to drain IN gh the stone check can, and prevent large flows from carrying sedlmenl o r the dam. If sign bcant curs between tween check dams, a liner of stone should be d. 7. Construct Permanent Controls Purpose: Permanent stormwater treatment practices are constructed to dointain water quality, ensure groundwater flows.and prevent anstream flooding. Practices include detention ponds and wetlands infiltration basins and stormwater filters. Requirements: If the total hl area n your site, o within the common plan of development. will be 1 or more acres, you must apply for o State Stormwaler Discharge Permit and construct permanent stormwater treatment practices on your site. These practices must be inslolled before the construction of any impervious surface,. How to comply: Contact the Vermont Stormwaler Program and follow the requirements in the Vermont Stormwaler Management Manual. The Stormwaler Management Manual is available at: w vtwal icy. erg/stormwater ntm •An imperineu, .viwe a made a ncluding, but not limited to, Pined and unpaved road.. parking a Pof.. orroewaw. one wolwoys, from which pr.ciolmtlon runs off rather thon Infiltrates. 8. Stabilize Exposed Soil Purpose: hydrdoneedng a o all gmetholtlsntoe stabilize exposed slonl9 Mulches and malting protect the soil surface while grass is establishing. Requirement.. so All re f disturbance must have temporary or permanent stazation within 7, 14, or 21 don of initial die urbonee. as stored in the project authorization. After this time. any disturbance in the ore. must be stabilized at the end of each work day. The following exceptions apply. • Stabilization is not required it earthwork is to continue in the areawithin the next 24 hours and in... is no precipitation forecast for the next 24 hours. • Stabilization is not required if the work is occurring in a self -container ecovauon (Le no outlet) with a deg th of 2 feet or greater (e.g. house foundation excavation, utility trenches). All a of disturbance must hove permanent stabilization within 48 hours or reaching final grade. How to comply. Prepare bore for seeding by grading the top 3 to 6 inches of soil and removing any large rocks or debris. Seeding Roles for Temporary Stabilization April 15 - Sept. 15 - - - Ryagrass (annual or perennial: 20 Ibs/acre) Sept. 15 - April 15 - - - Winter rye: 120 Ibs/acre Seeding Rates for Final Stabilization Choose seedless Rue. Be, Next suhiNurkm: Cues,. floss: vms e.;..m m.; l000a n. BWdaflwf trtPon sc And<c 31 0.1 Covemn whxe clmtt Coruwn a a._ be Ten Fescue KY-JL R,:trcl 1 1 0.1 Rcaro z pcanmala s o.1 1- KEix3.3 nth ofFapee arW Pedee OR 23 M. p,_fi m end 2.5 b. whi, 1kVvr_p-w...... Mulching Rates April 15 - Seat 15 -- Hay or Straw: 1 inch deep (1-2 bales/1000 s.f.) Sept.15 - April 15 -- Hoy or Straw: 2 in. deep (2-4 boles/1000 s.f.) Erosion Control Malting As per manufacturer's instructions Hydro red As per man.l.cluers instructions 9. Winter Stabilization Purpose: Managing construction sites to minimize erosion and prevent sediment loading of waters is a year-round challenge. In Vermont, this challenge becomes even greater during the late fall, inter, and early spring months. 'Winter construction o discussed here, describes the period between October 15 and April 15, when erosion prevention and sediment control is signi bcanlly more dirrcult. Rains in late fall, thaws throughout the winter, and spring melt and rot s con produce significant flows aver frozen and saturated ground.n greatly increasing the potential for erosion. Requirements for Winter Shutdown: For those projects that will complete arch disturbance activities prior to the winter period (October 15), the following requirements usl be adhered to: 1. For areas to be stabilized by vegetation, seedinq shall be completed no toter than September 15 to ensure adequate growth and c 2.If seeding is not completed by September 15. additional io, must be for thean winter erateiodd Thie include, use ofoEroso'n1Ze the Control 'le panto Mot lingo netting of a heavy mulch layer. Seeding with winter rye is ended to allow for early germination during wet spring condil ens. 3. Where mulch Is specified, apply roughly 2 inches with an 80-90% c ver. Mulch should be Crocked in or stabilizedwi th netting In open areas vulnerable to wind. Requirements for Winter Construction If construction oclivities involving earth disturbance continue past October 15 or begin before April 15. the following requirements must be adhered to'. 1. Enlarged a s points, stabilized to provide for snow stockpiling.c 2. Limits of disturbance moved or replaced to reflect boundary of winter er er management. ow ared and 3 con! of wOf mewater, requiring cleared ! a cleareds weta te storage obe staredown slope of all or"' of disturbance and out of stormwater treatment structures. 4.A minimum 25 fool buffer sholl be maintained from perimeter ortt`I' such as silt fence. 5. 1, re of disturbance that droin to o water body within 100 feet. two rows of silt hence must be inslolled along the on lour. 6. Droinoge structures must be kept open and free of snow and 7. Se dams. ilt fence and other practices requiring earth disturbance must be installed ahead of frozen ground. 8.10lulch used or temporary stabilization must be applied at double the standard rate, or a minimum of 3 inches with an 80-90% co 9. To ensure co of disturbed soil in advance of a melt a eat, ares of disturbed soil must be stabilized at the antl of each arkdo y, with the following exceptions: • If no precipi fallen within 24 hours is forecast and work will resume in the some disturbed area within 24 hours, daily stabilization is not necessary, • Disturbed areas that affect and retain runoff. such as house founded-, Or open utility trenches. 10. Prior l t Ili n or r r m r m s ab zo., s o o ice must De a oved to s than I inch thickness. less IT Use stone to stabilize areas such as the perimeter of buildings under constructions or where can vehicle traffic is anticipated. Stone paths wi should be 10 to 20 feel de to accommodate vehicwar rofsic. 10. Stabilize Soil at Final Grade S121?f ng the site with seed and mulch on erosioncontrol motting when it reaches final grade is thebest wayto prevent erasion while construction continues. Requirements: Within 48 hours of final grading, the exposed soil must be seeded and mulched or covered wllh erosion control matting. How to comply. Bring the et, or section, of the site to final anode a posaibls after construction is Completed. This will reduces the need for additional sediment and e n control meosures and will reduce the total disturbed area. For seeding and mulching rates, follow the specifications under Rule 8, Stabilizing Exposed Sail. 11. Dewatering Activities Treat water pumped from dewatering activities so that it is clear when leaving the construction site. Requirements: Water from dewaWing activities that news off of the construction site must be clear. Water must not be pumped into storm sewers, lakes. or wetlands unless the water is clear. How to comply: Using sock fillers or sediment filter bags on dewaWring discharge hoses or pipes, discharge water into silt lance enclosures installed s vegetated a way from waterways. Remove occumulated sediment afterthe water has dispersed and stabilize the ore, with seed and mulch. 12. Inspect Your Site Purpose Perforrmsite inspections to ensue that all sediment and era ontrol practices o e functioning rproperly. Regular inspectionsl and ointen once of practices will help to reduce costs and protect water quality. Requirements: aspect the site ,t least on e s ery 7 days and after every oinfid o melt that r �Ilsv1. a discharge No- the site. Perform mante... ce to ensue that true tiers are functioning according to the spedf-tans outlined in this handbook. In the event of a noticeable sediment discharge from the construction site, you must take Immediate aclon to Inspect and maintain existing erosion prevention and sediment central proctices. Any visibly discolored storm -ter runalf to waters of the State must be reported. Forms far reporting discharges are available at: www.vtwatwquaiity.erg/stomnwuter.htm ADE CONSTRUCTION FENCE DETAIL Nrs PLASTIC ORANGE CONSTRUCTION FENCE END POINTS "A" MUST BE. HIGHER 0.35 m/m OR FLATTER THAN THE FLOW LINE POINT "B" FLOW LINE SLOPE 75mm (3 i4SET COURSE RO A -_ A A =1 FLOW60cm-I B _ - (2 ft. MAXIMUM) _I MINIMUM DEPTH OF COURSE - - -I 15cm TO 45cm ROCK PLACED IN CHANNEL DIFFERENCE (4 5 Ft.) FLOW LINE IS 15cm (0.5 it.) (4 in. MINIMUM) TRENCH SIDE VIEW FRONT VIEW DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 27. 27. OR GREATER ROADWAY s Po FILTER FABRIC \ SANDBAGS OR NOTE: SPILLWAY USE SAtNOBAGS OR OTHER APPROVED METHODS CONTINUOUS BERM OF TO CHANNELIZE RUNOFF TO EQUIVALENT HEIGHT BASIN AS REQUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY �o J FLOW J 1\ FLOw COURSE MIN. 8' DIVERSION RIDGE 12' MIN PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED. IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. STABILIZED CONSTRUCTION ENTRANCE NTS, POSTS 1. SET POSTS AND EXCAVAT E E A 4"X " 8 ANGLE 10" TRENCH, SET POST UPSLOPE FOR DOWNSLOPE. STABILITY AND SELF CLEANING 100' 12" MIN, 3. ATTACH FILTER FABRIC TO THE WIRE FENCING FILTER AND EXTEND IT TO FABRIC THE TRENCH. -I I- I: 2. STAPLE THE WIRE MESH FENCING TO I POSTS. NG I -I I' I_ II 4. STAPLE THE WIRE MESH FENCING TO END POSTS. COMPACTED BACKFILL SILT FENCE CONSTRUCTION DETAIL NT.S. D-50 DOWNSTREAM FLOWLINE SLOPE OF STRUCTURE (Inn OF ROCK 0.35 0.30 0.25 0.20 0.15 0.10 (MM) MAXIMUM WATER DEPTH OVER ROCK m m 150 41 30 36 50 66 00 SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES, INC. 10MANSFIELDWEWLANE, SOUTH BURLINGTON, VTO5403 s0- - e02-se0-321r web: www.cea-..barb SAL CRECKE, SAV APPROVED SAV OWNER MAI TRI HEALTH - CARE FOR WOMEN 185 TILLEY DRIVE - SOUTH BURLINGTON VERMONT 05403 PLACE DOWNSTREAM STRUCTURE SUCH THAT POINT "B" IS APPROXIMATELY LEVEL WITH THE LOWEST GROUND ELEVATION OF THE UPSTREAM ,( STRUCTURE .G{ STONE CHECK DAM STRUCTURE N.T S. TEMPORARY SEEDING & MULCH OR NETTING SILT FENCE INSTALLED ON DOWN GRADIENT SIDE TEMPORARY STOCKPILE DETAIL N.T.S FABRIC TO BE 10OX OR APPROVED SP DING 36" MIN. 211 X 2 WOOD .5' METAL POST 10' 0' 12" MIN 1. INSTALL MIRIFI ENVIROFENCE. OR APPROVED EQUAL OR AS DETAILED HEREIN. 2. INSTALL SILT FENCES AT TOES OF ALL UNPROTECTED SLOPES AND AS PARALLEL TO CONTOURS AS POSSIBLE. TH15 INCLUDES ALL FILLED OR UNPROTECTED SLOPES CREATED DURING CONSTRUCTION, NOT NECESSARILY REFLECTED ON THE FINAL PLANS. CURVE THE ENDS OF THE FENCE UP INTO THE SLOPE. REMOVE SEDIMENT WHEN ACCUMULATED 70 HALF THE HEIGHT OF THE FENCE. SILT FENCES ARE TO BE MAINTAINED UNTIL SLOPES ARE STABILIZED. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6", FOLDED AND STAPLED. SILT FENCE DETAIL N 1 S PARKING LOT EXPANSION 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 I.. I lLh-: tS. _ 0j LOCATION MAP 1" = 20W DATE CHECKED .. .irk a/luL I LOCAL AIL ACT - -VITAL EPSC DETAILS AND SPECS. ,ATE MAR., 2017 SCALE AS SHOWN C2.2 PROD. NO, 13234 -:. . ...71'E.k PART 1 - GENERAL 1.01 MEETINGS B PROJECT ACCESS A. The Owner shall be notified five (5) days prior to commencement of Work by the Contractor. B. The Contractor will coordinate with the Owner to arrange an on -site pre -construction meeting prior to commencement of any work. Job superintendents and subcontractors shall be included in this meeting. C. The Contractor will coordinate all phases of the Work, so as not to interfere with the normal work procedures in the area. D. The Contractor shall conduct his work In such a manner as to not interfere with or endanger work or traffic in areas adjacent to the constmction area, except as permitted by the Owner. The Contractor shall so orronge his construction operations as to provide access fa emergency vehicles and equipment to the work site at all times. 1.02 LABOR A. The Contractor and subcontractors will employ mechanics skilled in their respective trades. B. All labor will be performed in a neat and workmanlike manner. 1.03 PROTECTION OF PERSONS AND PROPERTY A. The Contractor shall be responsible for initiating, maintaining, and supervising oil O.S.H.A. safety precautions in connection with the Work. B. Fire Protection: The Contractor shall take all necessary precautions to prevent fires adjacent to the Work and shall Provide adequate facilities for extinguishing fires. The Contractor shall also prevent fires in project related buildings and shall prevent the spread of fires to areas outside the limits of the Work. C. Safety Precautions: Prior to commencement of Work, the Contractor shall be familiar with all safety regulations and practices applicable with construction operations. No additional payments will be made for equipment and procedures necessitated by these safety precautions. 1.04 CORRECTION OF WORK A. The Contractor shall promptly correct all Work rejected by the Owner as defective or as filing to conform to the Contract Documents. The Contractor shall bear all cost of correcting such rejected Work. 1.05 WEATHER CONDITIONS A. No Work shall be done when, In the opinion of the Owner, the weather is unsuitable. No cancrele, earth backfill, embankment, or paving shall be placed upon frozen material. If there Is delay or interruption in the Work due to weather conditions, the necessary precautions must be token to bond new Work to old. B. Protection Against Water and Storm: The Contractor shall lake all precoutions to prevent damage to the Work by storms or by water entering the site of the Work directly or through the ground. In case of damage by storm or water, the Contractor, at his own expense, shall make repairs or replacements or rebuld won parts of the Work as the Engineer may require in order that the finished work may be completed as required by the Drawings and Specifications. 1.06 DISPOSAL OF DEBRIS A. All debris and excess materials, other than that which is authorized to be reused, become the property of the Contractor and shall be promptly removed from the property. The Contractor shall receive title to all debris and/or excess materiel. The Owner will not be responsible fa any loss or damage to debris or excess material owned by the Contract- 1.07 PROJECT LAYOUT A. The Contractor shall be responsible for providing all necessary survey staking. 1. Locate and protect control points before starting work on the site. 2. Preserve permanent reference points during progress of the Work. 3. Establish a minimum of two pemmonent benchmarks on the site, referenced to data established by survey control P.I.W. a. Record locations, with horizontal and vertical data, on Project Record Documents. SITE EARTHWORK PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. All excavation (unless covered In other sections of these specifications), removal and stockpile of topsoil, stabilization fabric, and other miscellaneous and appurtenant works. 2Site filling. iRoodway structural sections. 1.02 PROTECTION A. Protect bench marks and existing structures. B. Protect above Or below grade utilities which are to remain. 1.03 SUBMITTALS A. Testing laboratory reports indicating that material for backfill meets requirements of this Section. B. Field density test reports of site fill In place. C. Field density test reports for roadway structural sections in place. D. Stabilizolim Fabric: Submit copies of manufacturer's specifications and Installation Instructions. PART 2 - PRODUCTS 2.01 STRUCTURAL FILL - CRUSHED GRAVEL (AOT SPEC. 704.05, FINE) A. All materials shall be secured from approved sources. This gravel shall consist of angular and round fragments of hard durable rock of uniform quality throughout, reomnobly free from thin elongated pieces, soft or disintegrated stone, dirt, organic a other objectionable matter. This material shall meet the following grading requirements: Percent by Weight Sieve Designation Passing Square Mesh Sieve 2" 100 1 1/2' 90 - 100 No. 4 30 - 60 No. 100 0 - 12 No. 200 0 - 6 2.02 CRUSHED GRAVEL (ACT SPEC. 704.05, COARSE) A. This material shall meet the following grading requirements: Percent by Weight Sieve Designation Passing Square Mesh Sieve 495 - 100 No. 4 25 - 50 No. 100 0 - 12 No. 200 0 - 6 At least 50% by mass (weight) of the material coarser than the No. 4 sieve shall have at least one fractured face. 2.03 COMPACTED FILL/GRANULAR BORROW A. This material shall be free of shale, clay, friable material, debris, and Organic matter, graded in accordance with ANSI/ASTM C136 within the following limits: Percent by Weight Sieve Designation Passing Square Mesh Sieve 3" 100 y4 75-100 No. 4 20-100 No. 1DO 0-20 No. 200 0-6 2.04 DRAINAGE COURSE (AOT SPEC. 704.16) A. Rock for drainage applications shall be produced from natural grovels or crushed quarried rock and shall consist of clean, hard, sound, and durable material. It shall be obtained from approved sources and shall meet the following grading requirements: Percent by Weight Stever Designation Passing Square Mesh Sieve 1" 100 X' 90-loo 20-55 No. 4 0-10 No. 8 0-10 2.05 GEOTEXTILE A. Subsurface Drainage Geotextile: Nonwoven needle -punched geotextile, manufactured for subsurface drainage applications, made from polyolefins or polyesters; with elongation greater than 50 percent; complying with AASHTO M 288 and the following, measured ured per test methods referenced: 1. SurvivabilityClass 3; AASHTO M 288. 2. Gab Tensile Strength: 157 Ibf; ASTM D 4632. 3. Sewn Seam Strength: 142 Ibf; ASTM D 4632. 4. Tear Strength: 56 Ibf; ASTM D 4533. S. Puncture Strength: 56 Ibf; ASTM D 4833. 6. Apparent Opening Size: No. 70 sieve, maximum; ASTM D 4751. 7. Permittivity 0.5 per second, minimum; ASTM D 4491. 8. UV Stability. 50 percent after 500 hours exposure; ASTM D 4355. B. Separation Geotextile: Woven geotextile fabric, manufactured for separation applications, made from polyolefins or polyesters; with elongation less than 50 percent; complying with AASHTO M 288 and the following, measured per test methods referenced: 1. Survivability. Class 3; AASHTO M 288. 2. Grab Tensile Strength: 200 Ibf; ASTM D 4632. 3. Sewn Seam Strength: 222 Ibf; ASTM D 4632. 4. Tear Strength: 75 Ibf, ASTM D 4533. 5. Puncture Strength: 90 IbF, ASTM D 4833, 6. Apparent Opening Size: No. 60 sieve, maximum; ASTM D 4751. 7. nittivity. P.m0.02 per second, minimum, ASTM D 4491, 8. UV Stability. 50 percent after 500 hours' exposure; ASTM D 4355. 9. Weight: 4.0 oz/yd2 minimum. PART 3 - EXECUTION 3.01 PREPARATION A. Identify required lines, levels, contours, and datum. B. Identify known below grade utilities. Stake and flag locations. C. Maintain and protect existing utilities remaining which pass through work area. D. Upon discovery of unknown utility or concealed conditions, discontinue affected Work; notify Engineer. 3.02 EROSION CONTROL A. Erosion control must be installed prior to beginning any earthwork operations. 3.03 SITE CLEARING A. pea areas required fa access to site and execution of Work. B. Maintain access to the site at all times. C. Remove trees and shrubs within marked areas. Remove stumps, roots and tap roots and other projections 1 1/2" or greater in diameter to 2'-0" below the excavated surfaces in cut areas and 2'-0" below the exposed subgrade in fill areas. D. Remove debris, rock, and extracted plant life from site. E. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed an or near the site. 3.04 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be excavated, re -landscaped or regraded and stockpile in areas designated on site or as directed by the Engineer. B. Maintain the Stockpile in a manner which will not obstruct the natural flow of drainage. 1. Maintain stockpile free from debris and trash. 2. Keep the topsoil damp to prevent dust and drying out. 3.05 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded in accordance with plans. B. Excavate subsoil required to accommodate site structures, construction operations, roads, and parking areas. C. Grade top perimeter of excavation to prevent surface water from draining into excavation. D. Notify engineer of unexpected subsurface conditions and discontinue affected work in area until notified to resume work. E. Correct areas over -excavated by era as directed by the Engineer. 3.06 DITCHES A. Cut accurately to the cross -sections, grades, and elevations shown. B. Maintain excavations free from detrimental quantities of leaves, sticks, trash, and other debris until completion of the work. C. Dispose of excavated materials as shown an the drawings or directed by the Engineer; except do not, in any case, deposit materials less than three feet from the edge of a ditch. 3.07 ROADWAY EMBANKMENTS AND BERMS A. When embankments are to be made on a hillside, the slope of the original ground on which the embankments are to be constructed shall be stepped and properly drained as the fill is constructed so that adverse movements of the slopes do not occur. 8. Any excavated rock, ledge, boulders, and stone, except where required in the construction of other items or otherwise directed, shall be used in the construction of embankments to the extent of the project requirements and generally shall be placed so as to form the base of an embankment. C. Frozen moterla1 shall not be used in the construction of embankments, nor sholl the embankments or successive layers of the embankments be placed upon frozen material. Placement of material other than rock shall stop when the sustained air temperature, below 32 degrees Fahrenheit, prohibits the obtaining of the required compaction. If the material is otherwise acceptable, it shall be stockpiled and reserved for future use when Its condition is acceptable for use in embankments. D. When an embankment is to be constructed across o swamp, muck, or areas of unstable soils, the unsuitable material shell be excavated to reach soils of adequate bearing capacity and the embankment begun. Alternative methods. such as use of a stabilization fabric in place of excavotion and backfill, may be utilized only after approval of some by the Engineer. E. Material being placed in embankments shall be placed In horizontal layers of uniform thickness across the full width of the embankment. Stumps, trees, rubbish, and other unsuitable material shall not be placed in embankments. F. Embankment areas shall be placed in eight -Inch maximum lifts. Effective spreading equipment shall be used an each layer to obtain uniform thickness prior to compaction. Each layer shall be kept crowned to shed water to the outside edge of embankment and continuous leveling and manipulating will be required to assure uniform density. The entire area of each layer shall be uniformly compacted to at least the required minimum density by use of compaction equipment consisting of rollers, compactors, or a combination thereof. Earth -moving and other equipment not specifically manufactured for compaction purposes will not be considered as compeclion equipment. G. All fill material shall be compacted at a moisture content suitable fa obtaining the required density. In no can shall the moisture content in each layer under construction be more than three percent above the optimum moisture content and shall be leas than that quantity that will cause the embankment to became unstable during compaction. Sponginess, shoving, or other displacement under heavy equipment shall be considered evidence fa an engineering determination of lack of stability under this requirement, and further placement of material in the area affected shall be stopped or retarded to allow the material to stabilize. H. When the moisture content of the material in the layer under construction is less than the amount necessary to obtain satisfactory compaction by mechanical compaction method% water shall be added by pressure distributors or other approved equipment. Water may also be added in excavation or borrow pits. The water shall be uniformly and thoroughly incorporated into the Boil by disc, harrowing, blading, or by other approved methods. This manipulation may be omitted for sands and gravel. When the moisture content of the material is in excess of three percent above optimum moisture content, dry material shall be thoroughly incorporated Into the at material, or the wet material shall be aerated by disking, harrowing, bidding, rotary mixing, a by other approved methods; or compoctim of the layer of wet material shall be deferred until the layer has dried to the required moisture content by evaporation. 3.08 COMPACTION REQUIREMENTS A. All backfills and fills sholl be compacted in even lifts (12' maximum) to attain the required densities as follows: Modified Proctor Location ASTM D-1557 Subgrade (8") and Gravel for Roads and Parking Lots 95% General Embankments 90% UTILITY TRENCHING AND BACKFILLING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Trench, backfill, and compact as specified herein and as needed for installation of underground utilities. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section. B. Use equipment adequate in size, capacity, and numbers to accomplish the work in a timely manner. C. Comply with all requirements of governmental agencies having jurisdiction. PART 2 - PRODUCTS 2.01 SOIL MATERIALS A. Fill and backfill materials: 1. Provide backfill materials free from organic matter and deleterious substances, containing no racks a lumps over 6' in greatest dimension. 2. RII material is subject to the approval of the Engineer, and is that material removed from excavations or imported from off -site borrow areas, predominantly granular, non -expansive soil free from roots and other deleterious matter. 3. Do not permit rocks having a dimension greater than 2" within 2' of the outside of pipe. 4. Cohesionless material used fa backfill: Provide sand free from organic material and other foreign matter, and as approved by the Engineer. PART 3 - EXECUTION 3.01 PROCEDURES A. Existing Utilities: 1. Unless shown to be removed, protect active utility lines shown on the drawings or otherwise mode known to the Contractor prior to trenching. If damaged, repair or replace at no additional cost to the Owner. 2. When existing underground utilities, which are not schLuled fair removal or abandonment, are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. 3. If the service is interrupted as a result of work under this ecton mmediately restore service by repairing the damaged utility at no additional cost to the Owner. 4. If exlsting utilities are found to interfere with the permanent facilities being constructed under this section, immediately notify the Engineer and secure his instructions. 5. Do not proceed with permanent relocation of utilities until written instructions are received from the Engineer. B. Protection of persons and property. 1. Barkade open holes and depressions occurring as part of the work, and post warning lights on property adjacent to or with public access. 2. Operate warning lights during hours from dusk to dawn each day and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement. washout, and other hazards created by operations under this section. C. Dewatering: The Contractor, at all times, shall conduct his operations so as to prevent the accumulation of water, Ice, and snow in excovations or in the vicinity of excavated areas, and to prevent water from interfering with the progress of quality of the work. Under no conditions shall water be allowed to rise in open trenches after pipe has been placed. D. Accumulated water, ice, and snow shall be promptly removed and disposed of by pumping or other approved means. Disposal shall be carried out in a manner which will not create a hazard to public health, nor cause injury to public or private property, work completed or in progress, or public streets, nor cause any interference in the use of streets and road by the public. Pipes under construction shall not be used for drainage of excavations. E. Maintain access to adjacent areas at all time. 3.02 TRENCHING A. Care shall be exercised by the Contractor to avoid disrupting the operation of existing facilities without prior written approval of the Engineer. 8. Provide sheeting and shoring necessary fa protection of the work and fa the safety of personnel. 1. Sheeting and bracing required fa trenches shall be removed to the elevation of the pipe, but no sheating will be allowed to be pulled, removed, or disturbed below the pipe. C. A trench shall be excavated to the required depth and to a width sufficient to allow for Joining of the pipe and ompact!o of the bedding and backfill material under and ound the pipe. Where feasible, trench wells shall be vertical. D. The completed trench bottom shall be firm fa its full length and width. E. If indicated on the plans or directed by the Engineer, poor foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with granular backfill. F. Where pipes are to be placed in embankment fill, the excavation shall be made after the embankment has been completed to a height of 3 feet plus the diameter of the pipe above the designed grade of the pipe. G. Excavating for appurtenances: 1. Excavate for manholes and similar structures to a distance sufficient to leave at least 12" clear between outer surfaces and the embankment or shoring that may be used to hold and protect the banks. 2. Over -depth excavation beyond such appurtenances that has not been directed will be considered unauthorized. Fit with sand, gravel, or lean concrete as directed by the Engineer, and at no additional cost to the Owner. H. Excavation shall not interfere with normal 45' bearing splay of foundations. I. All trenching shall be in accordance with the latest OSHA requirements. J. Where utility runs traverse public property or are subject to governmental or utility company jurisdiction, provide depth, bedding, cover, and other requirements as set forth by legally constituted authority having jurisdiction, but in no case less than the depth shown in the Contract Documents. K. Where trenching occurs in existing lawns, remove turf in sections and keep damp. Replace turf upon completion of the backfilling. 3.03 BEDDING A. Pipe Bedding Area: Prior to laying pipe, bedding material sholl be placed to the limits of the excavation and to a depth beneath the pipe as specified. This material shall be either sand, gravel, or crushed stone and shall not contain large lumps and stones over one inch in diameter. As the pipe is laid, bedding material shall be extended to 6' above the pipe and leveled along the width of the trench. 3.04 BACKFILUNG A. Baekflling shall not be time in freezing weather, with frozen materials, or when materials already placed are frozen. B. Unless otherwise specified or indicated on the plans, material used for backfilling trenches above the bedding area shall be suitable material which was removed during excavation or obtained from borrow and when compacted shall make a dense stable fill. The material sholl not contain vegetation, porous matter, masses of roots, individual roots more than 18 Inches long or 1/2 inch thick, or stones greater than 50 pounds or larger than six inches in the widest dimension. C. If additional material is required, it shall be furnished from approved sources. D. Back Fill material shall be evenly spread and compacted in lifts not more than 12 inches thick or as approved by the Engineer. Previously placed or new materials shall be moistened by sprinkling, if required, to ensure proper bond and compaction. E. Reopen trenches which have been improperly backfilled, to a depth as required for proper compaction. Refill and compact as specified, or otherwise correct to the approval of the Engineer. F. Should any of the work be so enclosed or covered up before It has been approved, uncover all such work and, after opprowls have been made, refill and compact as specified, all at no additional cost to the Owner. G. Take special care in backfilling and bedding operations to not damage pipe and pipe coatings. H. No compacting shall be done when the material is too wet to be compacted properly. At such times the work shall be suspended until the previously placed and new materials have dried out sufficiently to permit proper compaction, or such other precautions are taken as may be necessary to obtain proper compaction. I. Backflll material shall be compacted to the following percentages of maximum dry density and the in -place moisture content shall not be more than 2% above the optimum moisture content, as determined by Modified Procter ASTM D1557. 1. Around all structures, under roadway paving, shoulder and embankments - 95X 2. All other areas - 90% . :711.1LII.NI.�YK.P.:ETE PAVIIM 1.01 SUMMARY A Section includes: I. Be" Courses 2. Leveling Courses 3. Finish Course B. General: This work shall consist of one or more courses of bituminous mixture, constructed an a prepared foundation in accordance with these Specifications and the type of surface being placed, and in conformity with the lines, grades, thicknesses and typical cross sections shown on the plans or established by the Engineer. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who as thoroughly trained and experienced in the necessary crafts and who ore completely families with the specified requirements and the methods needed fa proper performance of the work of this Section. B. All materials and installation shall be in accordance with The Asphalt Institute Manual (MS-4) and the VAOT Standard Specifications, 2006. C. Mixing Plant: Conform to State of Vermont Standards. D. Obtain materials from same source throughout. SITE ENGINEER: r CIVIL ENGINEERING ASSfJCIATES. INC. 10 MANSRELD VIEW LANE, SOUTH BURUNGTON, VT O6403 8WRer-2Jt3 FAX.' BO?-6643e71 web: www.ceevrcom IR SAL CHECKED SAV APPROlim SAV OWNER MAITRI HEALTH CARE FOR WOMEN 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 PARKING LOT EXPANSION 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 W, LOCATION MAP 1" = 20W SITE SPECIFICATIONS DATE DRAWING NUMBER MAR., 2017 s Uls AS SHOWN C3.0 PROD. N0. 13234 1.03 PROJECT CONDITIONS A. Bituminous concrete shall not be placed between November 1 and May 1. Material sholl not be placed when the granular subbase is wet or when the air temperature at the paving site in the shade and away from artificial heat is as follows: Air Temperature Pavement Degrees Fahrenheit Compacted Depth 40 Degrees or below 1 1/4' or Greater 50 Degrees or below Less than 1 1/4' PART 2 - PRODUCTS 2.01 MATERIALS A. Materials shall be combined and graded to meet the criteria as defined in the VAOT Standard Specificotions. Division 700 for bituminous concrete. B. Gradation: Materials shall be combined and graded to meet composition limits specified in VAOT Standard Specification, Section 406.03, for the base course and finish course. 1. Unless specifically shown on the Plans, all bituminous concrete pavement shall be designed in conformance with the design criteria for heavy duty bituminous concrete pavement. (75 blows/side) 2. All Asphalt Cement used in the bituminous concrete pavement shall be PG 58-34 (or VTrans approved mix) unless otherwise noted. C. Thickness of paving for drives and parking lots shall be as shown on the plans, consisting of base course and finish course. D. For pavement reconstruction areas due to trenching, the depth of each course shall be increased by 1/2'. Pavement reconstruction coured by trench reopening due to improper placement or non -approved placement shall be performed at no additional cost to the Owner. PART 3 - EXECUTION 3.01 INSTALLATION A. Inatoll in accordance with VAOT Standard Specifications, Section 406. 3.02 EXAMINATION A. Verify that compacted granular base is dry and ready to support paving and Imposed loads. B. Verify gradients and elevations of base are correct. 3.03 PREPARATION A. Matching Surfaces: when a new pavement is to match an existing bituminous pavement for a roadway or trench, the Contractor shall vertically smooth cut the existing pavement, over the existing gravel base. The smooth cut shall be thoroughly cleaned and coated with Emulsified Asphalt, RS-I, just prior to paving. 3.04 PREPARATION - TACK COAT A. when the bottom course of bituminous concrete pavement is left over the winter, or paving is to be made over an existing bituminous concrete pavement. the existing surface shall be cleaned and Emulsified Asphalt applied before the next course is applied. B. Also apply to contact surfaces of curbs. C. Coat surfaces of manhole and catch basin frames with oil to prevent band with asphalt pavement. Do not tack coat these surfaces. 3.05 PLACING ASPHALT PAVEMENT A. Place to compacted thickness identified an the plans. B. Compact pavement by rolling. Do not displace or extrude Pavement from position. Hand compact in areas inaccessible to rolling equipment. C. Develop rolling with consecutive passes to achieve even and smooth finish, without roller marks. 3.06 JOINTS A. Joints between old and new pavements ar between successive do is work shall be made so as to insure a thorough and continuous bond between the old and new mixtures. Whenever the spreading process is interrupted long enough for the mixture to attain its initial stability, the paver shall be removed from the mat and a joint constructed. B. Butt joints shall be formed by cutting the pavement in a vertical plane at right angles to the centerline where the pavement has o true surface as determined by the use of a atraighI-edge. The butt joint shall be thoroughly coated with Emulsified Asphalt, Type RS-1, just prior to depositing the paving mixtures. C. Longitudinal joints that have became cold shall be coated with Emulsified Asphalt, Type RS-1, before the adjacent mat is placed. If they haw been exposed to traffic, they shall be cut back to a clean vertical edge prior to painting with the emulsion. D. Unless otherwise directed, longitudinal joints shall be offset at least 6' from any joint in the lower courses of pavement. Transverse joints shall not be constructed nearer than we flat from the transverse joints constructed in lower courses. 3.07 TOLERANCES A. The surface will be tested by the Engineer using a 16 foot straight -edge at selected locations parallel with the centerline. Any variations exceeding 3/16 of an inch between any two contacts shall be satisfactorily eliminated. A 10 foot straight -edge may be used an a vertical curve. The straight -edges shall be provided by the Contractor. B. Scheduled Compacted Thickness: Within 1/4 inch. C. Variation from True Elevation: Within 1/2 inch. 3.08 FIELD DUALITY CONTROL A. Permit no vehicular traffic on surfaces until thoroughly cool and hard. 3.09 REPAIR OF SUBSIDENCE A. Settlement - Should any pavement settle within one year of completion of the Contract, such pavement shall be repaired at the Contractor's expense. If the Contractor fails to make such repolrs promptly upon receipt of notice to do so from the Owner, then the Owner may make such repairs as necessary and the Contractor shall pay the Owner for all costs incurred in making such repairs. PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Culvert pipe and appurtenances. 2. Stone fill. 3. Drainage Structures 1.02 REFERENCES A. Vermont Agency of Transportation Standard Specifications, Latest Edition. 1.03 SUBMITTALS A. Manufacturer's technical data for: 1. Pipe and appurtenances. 2. Structures. PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A. Furnish ells, tees, reducing tees, wyes, couplings, increasers, crosses, transitions and end caps of the some type and class of material as the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer. B. All culverts and storm drains sholl meet the requirements of Section 601 of the Standard Specifications. 2.02 DRAINAGE PIPE h PERFORATED PIPE A. Culvert / Drainage Pipe 1. Corrugated Polyethylene pipe and fittings (smooth Interior) meeting the requirements of AASHTO M-294 and M-252 2. For drainage piping installed by directional boring techniques, use PE 3408 high density polyethylene pipe meeting ASTM D3350 Standard (SDR 11 or better) 2.03 CONCRETE STRUCTURES A. ASTM C478, sized as indicated. 2.04 METAL ACCESSORIES A. Manhole frames and covers: 1. Grey cast Iron, ASTM A48, as shown on plans. 2.03 STONE FILL A. Stone for stone fill shall be approved, hard, blasted angular rock other than serpentine rock containing the fibrous variety chrysotile (asbestos). The least dimension of the stone shall be greater than 1/3 of the longest dimension. The stone fill shall be reasonably well graded from the smallest to the maximum size stone specified so as to form a compact mass when in place. 1. Type 1 - The longest dimension of the stone shall vary from 1 inch to 12 inches, and at least 50 percent of the volume of the stone in place shall hove a dimension of 4 inch... 2. Type II - The longest dimension of the stone sholl vary from 2 Inches to 36 Inches, and at least 50 percent of the volume of the stone in place shall hove a least dimension of 12 inches. 3. Type III - The longest dimension of the stone shall vary from 3 inches to 48 inches and at least 50 percent of the volume of the stone in place shall have a least dimension of 12 inches. 4. Type IV - The longest dimension of the stone shall vary from 3 inches to 60 Inches. and at least 50 percent of the volume of the stone in place shall have a least dimension of 20 inches. PART 3 - EXECUTION 3.01 INSPECTION A. Examine the areas and conditions under which storm se system work is to be installed and notify the Contractor in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected. 3.02 GENERAL A. When existing underground utilities, which are not scheduled for removal or abandonment, are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities sholl be repaired promptly at no additional cost to the Owner. 3.03 PREPARATION A. Hand trim excavation (where necessary) to required elevations. Correct over-excovations with fill material. B. The slopes shall be graded to match the grade as shown on the plans. Where required, end sections shall be placed and backfilled to prevent undermining. C. Remove large stones or other hard matter which could damage drainage structures or impede consistent backflling or compaction. 3.04 INSTALLATION OF PIPE A. All pipe and fittings shall be carefully examined for defects and no pipe or fittings shall be laid which are known to be defective. If any defective piece is discovered after laying, it shall be removed and replaced at the Contractor's expense. All pipes and fittings shill be cleaned before they are laid and shall be kept clean until accepted in the completed work. B. The pipe shall be laid to conform to the lines and grades indicated on the drawings or given by the Engineer. Each pipe shall be laid as to form a close joint with the next adjoining pipe and to bring the inverts continuously to the required grade. C. Unless otherwise permitted by the Engineer, the Contractor shall provide for the temporary diversion of water to permit the installation of the pipe in a reasonably dry trench. D. Where the pipe is to be laid below the existing ground line, a trench shall be excavated to the required depth and to a width sufficiml to allow for joining of the pipe and compaction of the bedding and backfill material under and around the pipe. E. The completed trench bottom shall be firm for Its full length and width. F. If indicated on the plans or directed by the Engineer, unsuitable foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with Granular Backfill, or other specified or approved material. G. The Contractor shall take all necessary precautions to prevent floatation of the pipe in the trench. H. When pipe laying is not in progress, the open ends of the pipe shall be closed with temporary watertight plugs. If water is in the trench when work is resumed, the plug shall not be removed until all danger of water entering the pipe is eliminated. 3.05 MANHOLES A. Precast concrete structures: 1. Place precast concrete structures and covers as shown on the Drawings. 2. Where manholes occur in pavement, set tops of frames and covers flush with finish surface. 3. Provide rubber joint gasket complying with ASTM C443. PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Curbs. 1.2 SUBMITTALS Product Data: For each type of product indicated. Other Action Submittals: 1. Design Mixtures: For each concrete paving mixture. Include alternate design mixtures when characteristics of materials. Project conditions, weather, test results, or other circumstances warrant adjustments. 1.3 QUALITY ASSURANCE A. Ready -Mix -Concrete Manufacturer Qualifications: A firm experienced in manufacturing ready -mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment. B. ACI Publications: Comply with ACI 301 unless otherwise indicated. PART 2 - PRODUCTS 2.1 CONCRETE MATERIALS A. Cementitious Material: Use the following cementhious materials, of some type, brand, and source throughout Project: 1. Portland Cement: ASTM C 150, gray Portland cement Type I, Type II or Type 1/11. Contractor may supplement with the following materials: a. Fly Ash: ASTM C 618, Class F (20% maximum). b. Ground Granulated Blast -Furnace Slag: ASTM C 989, Grade 100 or 120 (25% maximum). B. Normal -Weight Aggregates: ASTM C 33, uniformly graded. Provide aggregates from a single source. C. Water: Potable and complying with ASTM C 94/C 94M. D. Air -Entraining Admixture: ASTM C 260. E. Chemical Admixtures: Admixtures certified by manufacturer to be compatible with other admixtures and to contain not more than 0.1 percent water-soluble chloride Iona by mass of cementitious material. 2.2 CURING MATERIALS A. Absorptive Cover AASHTO M 182, Class 3, burlap cloth made from jute or kenof, weighing approximately 9 oz./sq. yal. dry or cotton mats. B. Moisture -Retaining Cover: ASTM C 171, polyethylene film or white burlap -polyethylene sheet. C. Water: Potable. D. Evoporotim Retarder: Waterborne, monomolecular, film forming, manufactured far application to fresh concrete. E. Clear, Waterbome, Membrane -Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating. F. White, Waterborne, Membrane -Farming Curing Compound: ASTM C 309, Type 2, Class B, dissipating. 2.3 RELATED MATERIALS A. Joint Fillers: ASTM D 1751, aspholt-saturated cellulosic fiber or ASTM D 1752, cork or self -expanding cork in preformed strips. B. Slip -Resistive Aggregate Finish: Factory -graded, packaged, rustproof, nonglazing, abrasive aggregate of fused aluminum -oxide granules or crushed emery aggregate containing not less than 50 percent aluminum oxide and not less than 20 percent ferric oxide; unaffected by freezing, moisture, and cleaning materials. 2.4 CONCRETE MIXTURES A. Prepare design mixtures, proportioned according to ACI 301, with the following properties: 1. Compressive Strength (28 Days): 4000 psi. 2. Maximum Water-Cementitious Materials Ratio at Point of Placement: 0.45. 3. Slump Limit: 4 inches, plus or minus 1 inch. 4. Air Content: 6 percent plus or minus 1.0 percent. B. Chemical Admixtures: Use admixtures according to manufacturer's written Instructions. PART 1 - GENERAL 1.01 SUMMARY A. Section includea: 1. Concrete Sidewalks 2. See Structural plans for concrete attached to building (new entries). PART 2 - PRODUCTS 2.5 CONCRETE MIXING 2.01 CONCRETE A. Ready -Mixed Concrete: Measure, batch, and mix concrete materials A. The concrete shall hove a minimum compressive strength of and concrete according to ASTM C 94/C 94M. 4,000 psi at 28 days and shall conform to the requirements of Cast -in -Place Concrete. 2.6 SOIL MATERIALS A. Crushed Gravel: (Vtrons spec: 704.05 Fine) Crushed gravel for subbase shall be produced from natural grovels or crushed rock and shall be reasonably free form silt, loom, clay or organic matter. It shall be obtained from approved sources and shall meet the following grading requirements: Sieve Designation % Passing by weight 2' 100 90- 100 No. 4 30 - 60 No. 100 0 - 12 No. 200 0 - 6 PART 3 - EXECUTION 3.1 EXAMINATION AND PREPARATION A. Remove loose material from compacted subbase surface immediately before placing concrete. 3.2 EDGE FORMS AND SCREED CONSTRUCTION A. Set, brace, and secure edge forms, bulkheads, and intermediate screed guides to required lines. grades, and elevations. Install forms to allow continuous progress of work and so forms con remain in place at least 24 hours after concrete placement. B. Clean forms after each use and coat with form -release agent to ensure separation from concrete without damage. 3.3 JOINTS A. General: Form construction, isolation, and contraction joints and tool edges true to line, with faces perpendicular to surface plane Of concrete. Construct transverse joints at right angles to centerline unless otherwise indicated. B. Construction Joints: Set construction joints at side and end terminations of paving and at locations where paving operations are stopped for more than one-half hour unless paving terminates at isolation joints. C. Isolation Joints: Form isolation joints of preformed joint -filler strips abutting concrete curbs, catch basins, manholes, inlets, structures, other fixed objects, and where Indicated. D. Contraction Joints: Form weakened -plane contraction pints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of the concrete thickness. E. Edging: After initial floating, tool edges of paving, gutters, curbs, and joints in concrete with an edging tool to a 1/4-inch radius. Repeat tooling of edges after applying surface finishes. Eliminate edging -tool marks on concrete surfaces. 3.4 CONCRETE PLACEMENT A. Moisten subbase to provide a uniform dampened condition at time concrete Is placed. B. Comply with ACI 301 requirements for measuring, mixing, transporting, placing, and consolidating concrete. C. Deposit and spread concrete in a continuous operation between transverse joints. Do not push or drag concrete into place or use vibrators to move concrete into place. D. Screed paving surface with a straightedge and strike off. E. Commence initial floatingusing bull floats or darbies to import on 9 P open -textured and uniform surface plane before excess moisture or bleed water appears on the surface. Do not further disturb concrete surfaces before beginning finishing operations or spreading surface treatments. 3.5 CONCRETE PROTECTION AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. B. Comply with ACI 306.1 for cold -weather protection. C. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 Ib/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete but before float finishing. D. Begin curing after finishing concrete but not before free water has disappeared from convete surface. E. Curing Methods: Cure concrete by moisture curing, moisture- retalning-cover curing, curing compound or a combination of these. 3.6 PAVING TOLERANCES A. Comply with tolerances in ACI 117 and as follows: 1. Elevation: 3/4 Inch. 2. Thickness: Plus 3/8 inch, minus 1/4 inch. 3. Surface: Gap below 10-foot-long, unleveled straightedge not to exceed 1/2 inch. 4. Joint Spacing: 3 inches. 5. Contraction Joint Depth: Plus 1/4 inch, no minus. 6. Joint Width: Plus 1/8 Inch, no minus. 3.7 REPAIRS AND PROTECTION A. Remo" and replace concrete paving that is broken, damaged, or defective or that does not comply with requirements in this Section. Remove work In complete sections from joint to joint unless otherwise approved by Architect. B. Protect concrete paving from damage. Exclude traffic from paving for at least 14 days after placement. When construction traffic is permitted, maintain paving as clean as possible by removing surface stains and spillage of materials as they occur. C. Maintain concrete paving free of stains, discoloration, dirt, and other foreign material. Sweep paving not more than two days before date scheduled for Substantial Completion inspections. 2.02 ADMIXTURES A. Air-entroining admixture shall meet or exceed ASTM C260. Air content shall range from minimum of 5% to 7% maximum. 2.03 EXPANSION JOINT MATERIAL A. Expansion joint material shall be premolded bituminous filler conforming to ASTM D994. PART 3 - EXECUTION 3.01 CONCRETE SIDEWALKS A. Excavation and Foundation: Excavation shall be made to the required depth and to a width that will permit placing of bed course material and the installation and bracing of the forms. Bed course material shall be placed to the depth and section shown on the plans. When the layer required exceeds six inches, two layers of approximately equal depth shall be placed and each layer thoroughly compacted so that it is hard and unyielding. The wetting of bed course material may be required to obtain the compaction. B. Finishing: The surface shall be finished with a wooden float. No plastering will be permitted. The edges shall be rounded with an edger having a radius of 1/4 inch. The surface of the sidewalk, after the floating and screading process is completed, shall be finished with a broom of a type approved by the Engineer, drawn over the surface parallel to the transverse joints. Spacial texturing on sidewalk ramps shall be installed in accordance with construction plan details. C. Joints: Unless otherwise indicated on the plans or directed by the Engineer, expansion joints shall be Placed every 20 feet. Expansion joints shall be formed around all appurtenances such as manholes, utility poles and other obstructions extending into and through the sidewalk. Pre -formed joint filler 1/4 inch thick shall be Installed in these joints. Expansion joint filler of the thickness indicated shall be installed between concrete sidewalks and any fixed structure such as a building or bridge. This expansion joint material shall extend for the full depth of the walk. Between the expansion joints, the sidewalk shall be divided at intervals of 5 feet by dummy joints formed by a jointing tool or other acceptable means as directed to provide grooves approximately 1/0 inch wide and at least 1/3 of the depth. When the sidewalk is constructed next to a concrete expan- sion, joint material shall be placed between sidewalk and curb for the depth of the sidewalk. 0. Curing: During the curing period all traffic, both pedestrian and vehicular, shall be excluded. Vehicular traffic shall be excluded for such additional time as the Engineer may direct. E. Backfillin fore the concrete has been opened to Be P 9 traffic, the space on each side of the sidewalk shall be bockfilled to the required elevation with suitable material, firmly compacted and neatly graded. SITE ENGINEER: r CIVIL EN,INEEI IN> ASS6CIA7ES, INC. 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT05x03 9at9e<-2 3 F eat 96e-2 1 wee: www.cee ­r,. ii-ir SAL cezcxso SAV APPROVED SAV OWNER: MAITRI HEALTH CARE FOR WOMEN 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: PARKING LOT EXPANSION 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 Will - LOCATION MAP SITE SPECIFICATIONS oAW a-1; rvr xurs MAR., 2017 AS SHOWN C3.1 I- R. 13234 2.3 FERTILIZER 3.6 SATISFACTORY CONDITIONS SITE ENGINEER: LANDSCAPE GRADING PART 1 - GENERAL A. Commercial Fertilizer: Commercial -grade complete fertilizer of neutral character, consisting of fast- and slow -release A. Installations shall meet the following criteria as determined by Engineer/Owner: f nitrogen, 50 percent derived from natural organic sources of 1.01 SUMMARY ureo formaldehyde, phosphorous, and potassium. 1. Satisfactory Seeded Area: At end of maintenance period, a healthy, uniform, close stand of grass has been established, free of weeds and A. Section includes: B. Slow -Release Fertilizer: Granular or delisted fertilizer irregularities, with coverage exceeding 90 surface g g percent over any 1. Finish grading; bring rough grade in areas to design consisting of 50 percent water -insoluble nitrogen, phosphorus, q� p g 5 b 5 inches. 10 s ft. and bare spots not exceeding y � ENGINEERING crr r CIVIL ENGINEERING ASS J..IATES, INC. elevations as shown the drawings. and potassium. 10 MANSFIELD VIEWLANE, SOUTH BURUNGTON N054oJ o furnishing, placing and 2. Topsoil: Work shall consist 2.4 MULCHES B. Use specified materials to reestablish area that not comply with eoses4-zazs Far: eozae4sz7.eo: ww..cea-w.00-. 1 shapingto soil, or lacin g, pi g spreading, p placing, spreadin and shaping requirements and continue maintenance until areas are satisfactory. a topsoil form stockpiles or stripped areas. A. Mulch: Provide air-dry, clean, mildew- and seed -free, hay or 3.7 CLEANUP AND PROTECTION c PART 2 - PRODUCTS threshed straw of wheat, rye, oats, or barley. 2.01 TOPSOIL (OFF SITE) B. Compost Mulch: Well -composted, A. Promptly remove soil and debris, created by work. Clean wheels of DaMe^Ncx SAL A. Topsoil shall be loose, friable, reasonably free of stable, and weed -free organic matter, pH range of 5.5 to 8; moisture content 35 to vehicles before leaving site to avoid tracking soil onto roads, walks, or other paved areas. admixtures of subsoil, free from refuses, stumps, roots, 55 percent by weight; 100 percent passing through 1-inch sieve; CHECKED brush, weeds, rocks, and stones 1 1/4 Inch in overall soluble soft content of 2 to 5 decisiemens/m; not exceeding B. Erect temporary fencing or barricades and warning signs as required SAV dimensions. The topsoil shall ciao be free from any 0.5 percent inert contaminants and free of substances toxic to to protect newly planted areas from traffic. Maintain fencing and material that will prevent the formation of a suitable plantings; and as follows: barricades throughout initial maintenance period and remove after ftDVEO seedbed or prevent seed germination and plant growth. It lawn is established. SAV shall contain not less than three (3) nor more than twenty 1. Organic Matter Content: 50 to 60 percent of dry weight. (20) percent organic matter. Any material which has C. Remove nondegradable erosion -control measures after grass become mixed with undue amounts of subsoil during PART 3 - EXECUTION establishment period. OWNER: any operation at the source or during placing or spreading will be rejected and shall be replaced by the Contractor 3.1 PREPARATION PERMANENT SEEDING with acceptable material. A. Protect structures, utilities, sidewalks, pavements, and other 1.1 Section Includes: 2.01 TOPSOIL facilities, trees, shrubs, and plantings from damage caused MAITRI HEALTH by planting operations. A. Seeding. A. Topsoil: Free of atones 2 inch or larger in any dimension 1. Furnish all labor, materials and equipment to complete CARE FOR WOMEN and other extraneous materials harmful to plant growth. 1. Protect adjacent and adjoining areas from h droseedin 9 y 9 and all seeding work as shown on the drawings and specified Topsoil Source: Reuse surface soil stockpiled on -site. Clean hydromulching oversproy. 2. Protect grade stakes set by others until directed to remove herein. 185 TILLEY DRIVE surface soil of roots, plants, sad, stones, clay lumps, and other them. 2. Except where otherwise shown or specified, the Contractor extraneous materials harmful to plant growth. shall seed all areas where new contours are shown on the SOUTHBURLINGTON B. Provide erosion-control measures to prevent erosion or displacement and all areas where existing s drawings g ground cover has been VERMONT 05403 PART 3 - EXECUTION of soils and discharge water runoff or airborne dust 9 of soil -bearing 9 disturbed by the Contractors operations. to adjacent properties and walkways. 1.2 SUBMITTALS 3.01 SUBGRADE PREPARATION C. Newly Graded Subgrades: Loosen subgrade to a minimum depth of A. Product Data: For each type of product indicated. A. Clean subgrade of all stumps, stones, roots, trash or other 4 inches. Remove stones larger than 2 inches in any dimension and pl,p lPl(-I. materials which might hinder proper tillage or spreading. sticks, roots, rubbish, and other extraneous matter. 1.3 PROJECT CONDITIONS B. All surfaces on which topsoil is to be placed shall be 1. Apply fertilizer directly to subgrade before loosening. a. Delay mixing fertilizer with planting soil if will not Planting Restrictions: Seeding and initial fertilizing shall bedone graded to a reasonably true surface and scarified by raking, planting proceed a few days. between May 1st and September 15th unless otherwise authorized. PARKING discing or atapproved means to a minimum depth of two whin b. Mix lime with dry soil before mixing fertilizer. Seeding shall not be done during windy weather or when the LOT inches before placing topsoil. D. Finish Grading: Grade planting areas to a smooth, uniform surface ground is frozen, excessively wet, or otherwise untillable. IT seeding is done during July or August, additional mulch material EXPANSION 3.03 PLACING TOPSOIL Plane with loose, uniformly fine texture. Grade to within plus or may be required. Coordinate planting periods with initial minus 1 inch of finish elevation. Roll and rake, remove ridges, and maintenance periods to provide required maintenance from date A. Minimum final depth of topsoil shall be 4 Inches. fill de depression pr g grading to areas to meet finish grades. Limit finish of Substantial Completion. B. Place topsoil when seeding operations can closely follow that can be planted in the immediate future. PART 2 - PRODUCTS spreading operations. Use topsoil in relatively dry state. E. Moisten prepared areas before planting if soil is dry. Water 185 TILLEY DRIVE thoroughly and allow surface to dry before planting. Do not 21 SEED SOUTH BURLINGTON C. Topsoil shall be spread and shaped to the lines and grades create muddy soil. shown on the plans, or as directed by the Engineer. The AC A. onservation Seed Mix: VERMONT 05403 depth stated in the contract to which the topsoil Is to be F. Before planting, restore areas if eroded or otherwise disturbed Minimum Minimum placed is that required after final rolling of the material after finish grading. Kind of Seed Purity Germination Lbs/Acre has taken place. All stones, roots and debris over 1 1/4 Creeping Red Fescue 98% 85% 22.5 inch in diameter along with any sodding weeds and other 3.2 APPLICATION RATES Tall Fescue 95% 90% 22.5 undesirable material shall be removed. Red Top 95% 90% 3 A. When a soil test is not available, the following minimum amounts Birdsfoot Trefoil 98% 85% 9 D. After shaping and grading, all trucks and other equipment should be applied: Annual Ryegrass 95% 85% 3 shall be excluded from the topsoiled area to prevent excessive compaction. The Contractor shall perform such 1. Agricultural limestone: 2 tons/acre. TOTAL = 60 work as required to provide a friable surface for seed 2. Nitrogen (N): 50 lbs./acre. 2.2 INORGANIC SOIL AMENDMENTS germination and plant growth prior to seeding. 3. Phosphate: 100 Iles./acre. !3 4. Potash: 100 lbs./acre. A. Lime: ASTM C 602, agricultural limestone containing a E. It sholl be the Contractor's responsibility to restore to a. This is the equivalent of 500 lbs./acre of 10-20-20 minimum of 85 percent calcium carbonate equivalent and 'PROJECT the line, grade and surface all eroded areas with approved fertilizer or 1,000 lbs./acre of 5-10-10. as fall..":. LOCATION' material and to keep topsoiled areas in acceptable condition 5. Hay mulch: 2 tons/acre. 1. Class: T. with a minimum of 99 percent passing through until the completion of the work. No. 8 sieve and a minimum of 75 percent passing through 3.3 SEEDING No. 60 sieve. TEMPORARY SEEDING A. Sow seed with spreader or seeding machine. Do not broadcast 2.3 FERTILIZER 8 or drop seed when wind velocity exceeds 5 mph. Evenly 1.1 Section Includes: distribute seed by sowing equal quantities in two directions at A. Commercial Fertilizer: Commercial -grade complete fertilizer 1 right angles to each other. of neutral character, consisting of fast- and slow -release A. Seeding. nitrogen, 50 percent derived from natural organic sources of RL ON 1. Furnish all labor, materials and equipment to complete 1. Do not use wet seed or seed that is moldy or otherwise damaged. urea formaldehyde, phosphorous, and potassium. all seeding work as shown on the drawings and specified 2. Do not seed against existing trees. Limit extent of seed to - -- herein. outside edge of planting saucer. B. Slow-Releose Fertilizer: Granular or palliated fertilizer 2. Except where otherwise shown or specified, the Contractor consisting of 50 percent water -insoluble nitrogen, phosphorus, shall seed all areas where new contours are shown on the B. Rake seed lightly into top 1/8 inch of soil, roll lightly, and water and potassium. LOCATION MAP drawin s and all areas where existing round cover has been 9 g 9 with fine spray. disturbed by the Contractor's operations. 2.4 MULCHES 1.2 SUBMITTALS C. Protect seeded areas with slopes exceeding 1:3 with erosion -control A. Mulch: Provide air-dry,clean, mildew- and seed -free, ha or DATE d.E-ED REVISION blankets installed and stapled according to manufacturer's written threshed traw of wheat,y rye, oats, or barley, A. Product Data: For each type of product indicated. In a tructlons. 04/i0/n AND ACT SUBMITTAL zs0 D. Protect seeded areas from hot, dry weather or drying winds by B. Compost Mulch: Well -composted, stable, and weed -free applying mulch within 24 hours after completing seeding operations. organic matter, pH range of 5.5 to 8; moisture content 35 to 1.3 PROJECT CONDITIONS Soak areas, scatter mulch uniformly to a depth of 3/16 inch, and 55 percent by weight; 100 percent passing through 1-inch sieve; soluble salt content of 2 to 5 decisiemens/m; not exceeding - Planting Restrictions: Seeding and initial fertilizing shall be done roll surface smooth. 0.5 percent inert contaminants and free of substances toxic to --_. between May list and September 15th unless otherwise authorized. plantings; and as follows: - - Seeding shall not be done during windy weather or when the 3.4 HYDROSEEDING ground is frozen, excessively wet, or otherwise untillable. If 1. Organic Matter Content: 50 to 60 percent of dry weight. seeding is done during July or August, additional mulch material A. H specified seed, fertilizer, and fiber mulch in Ydroseedin 9 Mix P may be required. Coordinate planting periods with initial water, using equipment specifically designed for hydroseed application. maintenance periods to provide required maintenance from date Continue mixing until uniformly blended into homogeneous slurry of Substantial Completion. suitable for hydraulic application. _- PART 2 - PRODUCTS 1. Mix slurry with fiber -mulch manufacturers recommended tockifer. I, 2. Apply slurry uniformly to all areas to be seeded in a one-step 2.1 SEED process. Apply slurry at a rate so that mulch component is SITE deposited at not less than 1500-lb/acre dry weight, and seed A. Conservation Seed Mix: component is deposited at not less than the specifiedseed-sowing rate. SPECIFICATIONS Minimum Minimum Kind of Seed Purity Germination Lbs/Acre 3.5 MAINTENANCE Creeping Red Fescue 98% 85% 22.5 Tall Fescue 95% 90% 22.5 A. Maintain and establish seeding by watering, fertilizing, weeding, mowing, Red Top 95% 90% 3 trimming, replanting, and other operations. Roll, regrade, and replant Birdsfoot Trefoil 98% 85% 9 bare or eroded areas and remulch to produce a uniformly smooth lawn. Annual Ryegrass 95% 85% 3 Provide materials and Installation the same as those used in the original TOTAL = 60 installation. -ING NUMBER 1. In areas where mulch has been disturbed by wind or maintenance 2.2 INORGANIC SOIL AMENDMENTS operations, add new mulch and anchor as required to prevent displacement. MAR., 2017 A. Lime: ASTM C 602, agricultural limestone containing a 2. Begin maintenance immediately after each area is planted and continue minimum of 85 percent calcium carbonate equivalent and until acceptable lawn is established, but for not less than the following SCALE as follows: periods: AS SHOWN C3 1. Class: T. with a minimum of 99 percent passing through a. Seeded Areas: 90 days from date of Substantial Completion. .2 No. 8 sieve and a minimum of 75 percent passing through b. When Initial maintenance period has not elapsed before end of No. 60 sieve. planting season, or if seeding is not fully established, continue PROM. No. maintenance during next planting season. 13234 I C!_CAlfl -- --'I— -- EXISTING CONTOUR 338 PROPOSED CONTOUR - - — APPROXIMATE PROPERTY LINE — — — APPROXIMATE SETBACK LINE O • IRON ROD/PIPE FOUND/SET O CONCRETE MONUMENT — —SS GRAVITY SEWER LINE — —FM FORCE MAIN — — W WATER LINE --OE OVERHEAD ELECTRIC — —UE UNDERGROUND ELECTRIC — — T TELEPHONE LINE — — G GAS LINE - ST STORM DRAINAGE LINE (D SEWER MANHOLE Q STORM MANHOLE HYDRANT ® SHUT-OFF POWER POLE GUY WIRE [ ;(� CATCH BASIN Lr<; LIGHT POLE e SIGN DECIDUOUS TREE CONIFEROUS TREE iW WY1 EDGE OF BRUSHIWOODS —•—•— FENCE -�----- DRAINAGE SWALE TEST PIT Q PERCOLATION TEST ® WELL �i PROJECT BENCHMARK O CONCRETE MONUMENT FOUND GENERAL NOTES ,I',;t I :t d, t P Crt to be t t,lt represent all utilities located upon djoce t to the surveyed premises, Lx I t g tlty locat ons are approximate only. TheContract., shall field fy II t 1 ty .o fl ts. All discrepant es Shall be reported to the En g leer. The Contractor shall contact Dig Safe (888-314-7233) prior to on/ construct on 2 A I exist ng utilities of incorporated into the final design sha I be removed or aba-doned as indicated on the plans or directea by the Engines,. 3 Contactor shall a'ntdn as -built plans (with ties) fo• all underground all u,,,The !ties. Those plans shall be subm tied to the Owner at the of the project 4 The Contractor shall repair/restore. all disturbed areas (on or off the site) as a direct or indirect result of the construction. 5. All grassed areas shall be maintained until full vegetation is establish ea. 6. Maintain al. trees outside of construction limits. 7. The Cort-actor shall be responsible for all work necessary for complete and ' operable top It es and ut l ties. EX SMH 8 The Cortractor shall submit shop drawings `or all items and materiels RIM358.7 corporal id nto the site work, Work shall not begin on any item until shop drawing approval s granted. 9. In addition to the equ rem en is set in these plans and spec Ecat ens, the EX CS,06• R/M358.3 Contractor shall complete the wok n accordance with all perm t cond t ons and any INV.351.2(SUMP) local Pubic Works S andards_ 11VV 353.2(15'E) 10. The tolerance for finish grades for all pavement, walkways and lawn areas shall eMF be 0.1 feet o.TA 11, Any dewatering necessary for the completion of the s'tework shall be considered- _ _ as part of the contract and shall be the Contractors responsibility, - 12. Tine Contractor shall coordinate all work within -own Roan R.O.W. with Town authorities. 13 Tre Contractor shall install the e:ectrcal, cable and telephone services in accordance with the utility companies requirements. 14. Existing pavement and tree stumps to be removed shall be disposed of at on approved off -site ocation. All pavement cuts shall be made with a pavement saw. 15, If there a any conflicts or inconsistencies w th the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the item In question. 16. Property lire Information is approximate and based on existing tax map information. Ths plan is not a boundary survey and is not intended to be used as one. 17. Wetland data shown has been obtained from a site plan entitled "MOUNTAIN VIEW OFFICE PARK LOT 1 SITE DEVELOPMENT" dated August 2, 2008 prepared by Donald L. Hamlin Consulting Engineers, Inc. \ / �. . . . . . . . . . . . . . .� `�F \ . . . . . - . -CLASS N EIIM� \. . WETLAND. 1 1 �rrSW Ll I �a < 5d REAR SETBACK ( - w I PAVEMENT ° 9iELM I fa - / / I iHSPRUCE I l'"'k PIP C 4. .. . - . - . . . . . . I' O tl�' 1 Doss if / EX CRIM3. xFUR •WETLAND /NV. 3408(SUMP/ _- EX OMH Of /NV 3428(15°S) r J 3 I �a: ( 111.117111 UMP) - - AL -} gI y/ I — _. - / r, /NV 341.4 (15"S)- \ - 4^SVAeucE INV. 34/.3 /75'El / • . . O I I EX, CB,93 ( RIM346.1 I \ R/M347.0 . NYV. 340.2/SUMP/ / yyV.319.7,42. 0 "NJ U�l - INV. 3423/15"E/ INV. 3d23 (15 /NV 341 B(75PWJ -'/NV 342.5(15'NN- —ST— — \ L I l � i � ✓ �' I EXIST. •ELM — "nILL[a / � 1 IEX C804 R/M350.6 EX C8,i5 INV. 34,3.2/SUMPJ ' RIM-6 /NV. 345.5(15"S) I INV. 3436(SVMP) Pf /NV. 345.Q E/ _. INV. 745.7(15'N) `) STONEWALL I .. \ I n � s� �NS a�ffEP' AA I \ C') 1 I SIDEW \ Ir LAR \ M INV=341.0 EX BIKE RACK i EXIST/NO BUILDING ST- ,. - — / I\ -- �- J' 1 4•SVRUDE �� _ .�.�. _ / �10 J25 SF INV 34] - _- PAVER ' I� �V.,, 2. -• ,�F ��- F.FE=3a9T i PAT/O ' EXIST. I s r \ / I i I Pq YME T � ^ -n eLn7 SITE ENGINEER: f CIVIL EIVGINEERIIVG ASSOCIATES. INC. 10MANSPELDVIEWLANE, SOUTH BURLINGTON VT O5403 BO2A84-2323 FAX 8028SF 22]1 web: w " n -,- DRAWN SAL CNECKED SAV APPROVED SAV OWNER: MAI TRI HEALTH CARE FOR WOMEN 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: PARKING LOT EXPANSION 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 RL ON 'OUTLETOMH' LOCATION MAP INV OUT 1LIO 002 LIDF�E/ 50'fRONTSET CK •4p'SP`flU�CE,(l� 4' SPRUCE / � r•�" / f� —_ _ --_ -- _ / /� DATE CIIECb10 REVI81011 CLUSTHi / 3 MAPLE - \ ' s OJ ' ­RVWITER SUBMITTAL 4S-BEND -J I I /' I / 11 y < a -_ ivy I a'1e� rae/RCR I I LUSTER CLUSTER � / � —G— _G- 5�i I MMLE ST } •+ 12'HDPE -_.. __... _... .. �SWA-I INV 3498 _W_ _ LL 3 4 4 SPRUCE / I \ S4 4. D) FLU FLUSH RECEIVE' EXISTING rW�4 APR 12 2017 CONDITIONS SITE PLAN City of So. Burlington GRAPHIC SCALE DATE DEamna I-EKR MAR., 2017 SCALE C • . O ( IN FEET) ill - 20, 1 1 inch - 20 ft. 13234 1 -- - -- - I - - - - LKSTING CONTOUR 33e PROPOSED CO`ITOJR - - - - APPROXIMATE PRO'ER-' LINE - - - AP-RCXMATF SFTRAC4 TIN= O • IRON ROD/PIPE FOUND/SET O CONCRFTF MONUMENT - -SS GHAVIlY SEWER LINE - -FM I ORCL MAIN - - IN WATER -INE -- -- OE OVERHEAD ELECTRIC - -UE UND-RGROUND EI. FC'R,C T -ELEPHONE LINE - - G GAS INF - -ST STORM DRAINACL LIN_ & SEWER MAVI-OLE 0, SIORM MANHCLL I YDRANT ® SHUT-07F .� POWER POLE -> GJY WIRE CA -CH RASIN LFO LGH_ POLE SIGN t O-CIDUOUS TREE CONF-ROJS TRFF iW'Y 1 FDGF OF RR.,SH/WDOCS -•-•- FENCE -- DRAIIIAGE SWALE 0 -EST 'IT 0 PERCOLATICN TEST ® WELL PRO,IFCT R-\CHMARK ZONING REQUIREMENTS ZONING DISTRICT.- INDUSTRIAL / OPEN SPACE I IQP AAFf11Cdl nFFICF (WOAAFAPIZ HFdI T141 EX. 5MH R1M358.7 ET' C8 08 R/M3S5.3 INV, 351.2/SUMP/ 1NV 3532 (15'E/ CIO, 1 I i r ELI.1 - FOU 'CO PACTRC PARKING BONS 10 -- MATCH EX. CURB �- I IREMOVE EXISTING CURB II " - NEW 9'xl6' STANDARD yl I J'I EXIST TREE Sr' / PARKING SPACES (TYP.) TO BE REMOVED o fa7� NEW CoNC. / -_.11 _ 0 CURB _ EX C R/M37.5 47.5 -- _ - ,,. /NV. 3408/SUMP/ 3 INV, .942,8 (15'1/ /y NE _ r PAVEMENT:!/ ICG3i I a sucE I l 0pa, 3 I J - I ,•SPIRU El ' I I I - - Ex CB d3 !, f CURBN E. 2/(SUMP/ INV 342.3(WE) v342.3(15'WJ I / V N.5/f5'NL I I _ ExIsr. PAVEMENT _5T_ / 1 EX -R/M3506 I�il y EA: CB dS 1. 3I32/SUMP) q/M35d6 INV 34.55(19S) I I I INV. 343.8(SUMP) ( /NV.345.4(15'E/ I � /NV.3457/15°N/��� J,- -�, // MATCH EX. - I11� 4"ELM \ \ �LM �. II r s+�j REMOVE EXI TING CURB ' NE•J�, 9'zl a' STANDARD -- PARKING SPACS (TYP.1' \� I , j I NEW CONC. '______ ------ CURB \ „SiRUCS EXIST I RELOCATE EXIST. �FI'�/ PAVEM T - PEDESTAL LIGH 1%Q I c� 3 (TYP. OF 2) �. / X ELM 60ST. TREETOBEREMO \ 4a&qcR SkE LANDSCAPING PLAN CIUSTER I I SPRUCE 1 ® I O\ 41;__RONT, SETBNCK h ISQ B' 1 PRUCE CLUIRCH STER45- BEND S i FLU TER T I sr� 1 INV -MR. I N `` - ._ _W- I- _ 1 CATEGORY ZONING REGULATIONS EXISTING PROPOSED MIN. AC. 3.0 AC. 4.2 AC. 4.2 AC. COVERAGE BUILDING 30 % 6.1 % 6.1 % FRONT YARD 30% 9.6% 18.0% TOTAL 50% 23.7% 29.2% SETBACK FRONT YARD 50' 31±' 31± SIDE YARD 35' 226±' 226±' REAR YARD 50' 152±' 152±' CLASS 11 - _ -. - - - _ .WETLAND. > --- ............ \ Tpq N\\ FEn LY" 50 REAR SETBACK . .. - \ \ \ - - EEM \ b - •\ PAVEMENT L _ _ _ _ CLASS 11 FM- � \ PROPOSED SILT FENCE AND - - WETLAND ( /1 EX DMH d1 \ CONTRUCTION FENCING I . . . . . . . _ I q/M1A46.7 ALONG WETLAND BUFFER ( -T /NV 337,B'(SUMP) �i NEW DMH (24" SUMP) II ' 941.4 (15-S) I I . . . . . . . . . RIM=346.6 341.3(15"E/ 'I \ INV IN 341 26t (15" MIN.) ' - INV. OUT 341 25t (15 MIN.) / 1 - y EX 0801 I (INV. BASED ON DESIGN PLANS / RIM3461 FIELD VERIFY INV. PRIOR TO I. - . /NV. 339. 7(SUMP) CONSTRUCTION) /NV 342,0(15°N)- / \ STONEWALL _ Ulj, I 2 RFD MATCH EX. CURB U 8 SIDEWALK SIDEWAL \ II' PROPOSED SILT FENCE AND INV.-341.0 CONTRUCTION FENCING - I ALONG WETLAND BUFFER NEW MEW MOUNTABLE CON PAVEMENTI CONC. �l / 3Row�TONAG- e_'nR_FA _ _ /-- 3 - EX BIKE RACK I - Vy ` E%ISTING SPILLWAY - DEPRESSED CURB AND HANDICAP RAMP I 7 REINFORCED WITH EX/STING (- �.` TYPE I STONE BUILDING 510725 SF - --ST PAVER 4 !NV =341.2� FFE ,3J97 i iI REMOVE EXISTING SIDEWALK I i ,Cil RELOCATED PEDESTAL LIGHTS (TYP. OF 2) T \ \.•� `�� GMh�' 1W.. IN 341 0 (6" PVC) ` INV OUT-3400 (12` HOPEI NEW 5'-0" CONCRETE SIDEWALK AND CURB --TRANSITION CURB,_- -0� �y� SEE LANDSCAPING PLAN \ S FOR PROPOSED TREE LOCATION, SIZE, AND SPECIESJ- G- wP.E (G) �s T� NEW SWALE y _SWALE `- J ` TYPICAL STONE PAD ' CLEAN AND RESTORE POND POOL �CMP RN - VOLUME TO MINIMUM OF 5,922 CIF PRIOR TO COMPLETION OF WORK NEW 12" HDPE WI FES _ I INv =349 0 CC L" 0- -W- - - - - -- -- a r i<. APR 12 2n17 PARKING SUMMARY Required Spaces - • 10,725 SF @ 5 space/1,000 SF = 54 spaces. - Total Spaces Required = 54 spaces Spaces Provided _ - 50 Existing standard spaces (2 handicap) = 50 spaces - 35 New standard spaces ( 2 handicap) = 35 spaces - Total Spaces Provided = 85 spaces (4 HC) jj��jj � of So. Curfingto RAPHIC SCALE IN FEET I 1 Inch = 2O It. SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES. INC. 10 MANSFIELD VIEWLANE, SOUTH BURLINGTON, VT 05403 R02-880-2323 FAX 802067- -.cei 1- DIIIIN SAL I'IIF't'KF:II SAV 4R VED SAV OWNER: MAITRI HEALTH CARE FOR WOMEN 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 IatTUI11LMts PARKING LOT EXPANSION 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 PROPOSED CONDITIONS SITE PLAN MAR„ 2017 °= 20' C 1.1 VRO4. ND. 13234 SITE ENGINEER: LEGEND _0� --- I,- - -- EXISfINC CONTOUR 936PROPOSED CC'ITOJR / } . . . . . . . . - - - - APPROXMATE 'RO'ER-' LINE _ I3 . . . . . . . . . . . . . . . . - - - - - - 10 MANVIL ENGINEERING ASSBX'IATES INS _ _ . . . . . . . . . . . . . . . . . . . . / IOMANSFIE3 VIEW LINE. SDUTNBUflUNGT- VI 05007 AP-RCXMATF SFTRAC< IN- . I `^ / c«H'CO'" 1 / ' ' ` ` _ - _ _ 402-8&131J FAX' 602d4422)1 WaD' wrw O • IRON ROD/PIPE FCUNO/SET \T\!` .+. . . . . . . - - - _ _ _ _ �oerRlc - 0 CONCRETE MONUMENT I I I / \ -� \ . . . . . . . . . . . . . ORAVN / w . . . . . . .cuss B . . . . . SAL -SS GRAVITY SEWER LINE I I / - A. Ec . . . . . . \. .WETLAND. ' _F LORC_ MAIN / JDLB W WATER JNE II +'ELdI 1 -Tom_-T_- R . . . . . . . . . eerrtoveo -OE OVERHEAD ELECTRIC JI 22 '1. E1 SAV L 'COS}N. SSCAR O� Ly' I I / �' I byW \ Fii •5 CU PAR.YTING SIGNS � - - - - ` OWNER: -UE UNDFRGROIIND FI FCTRIC J 351 �_ T -ELEPHONE LINELl&E%.CURB w i G GAS INF 1 I �� ( �J 3I N (r 'a RWW11I'STANDARD ` MAITRI HEALTH Y� n NEW 9ING STANDARD ST STORM DRAINAGE UN_ � PARKING SPACES (iYP) EXIST. - - " SEWER MA\HOLE I V TOBEREST E I / _ PAVEMENT ` o\ - \ CARE FOR WOMEN I TOBE�MOVEDI / I .... � i 1 �. � / k ............. 185 TILLEY DRIVE STORM MANHC'_E I / I +'SPRUCE I FL ���- ELM , EE,y y rDRAIVT I � CNEW URB c. l J _0 E"Cer2 ?) ICI � - - . . . cussil SOVERMONT0540UTH 0N / CURB 350/2 - -- fJ/M3475 %FMR I PROPOSED SILT FENCE AND •WETLAND ® SHUT-OFF \ I /NV. 340.8/SUMP - EX CMH/1 CONTRUCTION FENCING / ALONG WETLAND BUFFER w POWER POLE l-2NV..7428(15-S) H/4(3467 1 'NEW BYV. 337.,`i/SUMP)NEW DMH (24-SUMP) �- . Z PAVEMENT \� P /NV, 941.4/75'S/ RIM 346.5 -1 GUY WIRE /NV. 341.3 /15'Q INV. IN=341.205(15'MIN.) INV. OUT=341.25x (15' MIN.) / CA -CH RASIN O rc / 3 _ _ y/ EX CB s1 I - FIELD BVERIFY NV. ASED ON DESIGN ROR TO PLANS - - - - - Lr<> UGHT POLE /U A- SPRUCE I E.e'CB7O / R/MBd61 CONSTRUCTION) - - - - PARKING LOT MATCN E%.. A/M347.0 /NV. 339.7(S[(MP) v CURB - -INK-3002/SUMP/ / /NV.$42,0(15"NJ A.v'�. � �. - SIGN I I /NV 3115"E/ /NV 341.B(15i- 1 INS .315" / EXPANSION rN i CECIDUOUS TREE � I - _ / 349.8 _ _ - 3'� l I'VJ . /..� _ _gT- � _ _ � . �rorra(25nrL CON'FFROJS TREE I L / I _ _ I EXIST. ` \ . / I PAVEMENT - --, J rnrLLLu �WYYYI EDGE OF BR_SH/WDODS �L I . . . . . i I � _ sT� � STONE wa.L 185 TILLEY DRIVE -.-.- FENCE i / n \I 1 \ SOUTH BURLINGTON s s VERMONT 05403 -.. -...- DRAINAGE SWALE I / .'p/. EX CB/ -EST PIT I S - R/M350.6 In EX CBNS / / I /NV 3k,3.2/SUMP/ NESO /NV. 3455 /15'SJ I I INV 3436(SUMP) MATCH E%. CURB I \ '•' P-RCOLATICN TEST / 1 /NV. 345.4 /!5'Q _ INV. 3457(15'N) J � 4 n 6 SIDEWALK ® W-L U �' MATCH EX. CU�j 8 - /r d n 3a9.1 ` z 34&2 SID \ PROPOSED SILT FENCE AND �. PRO.IFC- R'NCHMAPrc / }n-. 9.9� i '3 INV. =341.0 N FENCING ALONGCONTRCTI LAND BUFFS \ I } eELM v . , -. _ _' ,• I �f � \ ALONG WETLAND BUFFER 50.7 II \ REM . E.11 TING C RIB EX. BIKE RACK ^ NEW 9'a18' STANDARD EX STING SPILLWAY I I `IT PAR.,;. SPACES (TYP.) "�� �I W DEPRESSED CURB AND HANDICAP RAMP I TYPE TREINFORCED WITH PRaEcr -� 'i� EXIS77NG Lo�rioN� �. _L,_ 1DINI - -ST �i i I \.-. =_. qar✓ :. / .8PAVEA !NV 34 /.2. 1 `\ .B 349.2 F.PE.=349.7' i PAT/O ` NEW C.. __.____�_- ___- _ REMOVE EXISTING CURB L +,SPRUCE - SIDEWALK __ 1 6 I' 1 RELOCATE IST. R pT ( 1� PAVEMENT I PEDESTAL LI ELm I� J' �" �� - \ ~ I7 ILL I \1 I\ I /lYP. OF 2) ^ I RELOCATED PEDESTAL LIGHTS ITVP. OF 2)Ri �cg, EXIST TREE TO BE•,REMOV O Ey II T� I ounETOAerr� LOCATION MAP I d USTER 3 2.7 EE UNOSCAPINO LAN J CLUSTER \ INV IN-341 U!fi PVC) ' I - I 4- ` O I L 350. 349.7' I .INV OUT=340 0112" HDPEI I S 3 e NEW 5'-0' CONCRETE SIDEWALK AND CURB I rt 1 •� /'NYVxNON SI +SPRUCE % � I -TRANSITION CURB �� _ - .nlw J"SP U E \ \ �i/I ` r, -ATER SUBMTTAL CLUSTER I 10 351.3 / -. 10/17 JDL LOCAL ANO ACT 250 SUBMITTAL CLUSTER S? NEW I /CON MOUNTABLE o LOCATION, S ZE, AND SPECIES I _ EX SMHSEE LANDSCAPING PLAN A/M35B.7 05°BE O a USfER 3 -G- - - - - - - M C OSIER 352 / GONG. CURB m FOR PROPOSED TREE G EX. CB /6 `P / 5T� I SST\ ' R/M35B.9 _ _ ..- 1I� NEW SWALE /NV. 351.2ISUMP/ I \ I _ ST��-IS \ INV.3532(15'E/ �! qY I 12'HOPE _SWq�_ \ INV.=949.8 11 CLEANAND RESTOREPOND O L - - 1� 3 %;'� y TYPICAL STONE PAD yOLUME TO MINIMUM DES, RECEIVED P777777 CCCOF l I _ PRIOR TO COMPLETION OFC C C I V E D IN IN I' HDPE WI FES PROPOSED �- - _W_ L-- INy =3,3.0 ��-W--� - -W- --L----W--- APR 1 2 2.1317 GRADING & EROSION CONTROL REQUIREMENTS -/,. - r I UTILITY PLAN 1. THE CONTRACTOR SHALL TAKE CARE TO MINIMIZE TRACKING OF CONSTRUCTION ° EQUIPMENT WITHIN ARES IDENTIFIED AS PROPOSED INFILTRATION FACILITIES(DRYWELLS, ° EllTRENCHES) IN AN EFFORT MINIMIZE SOIL COMPACTION AND LOSS OF INFILTRATION Cfty of So. Burlington RATE. 2. THE CONTRACTOR SMALL BE RESPONSIBLE FOR PROVIDING SEDIMENT CONTROL A. DRA111Nf. NINBRR PRACTICES UPSTREAM OF ALL PRACTICES DURING CONSTRUCTION. SEDIMENT CONTROL GRAPHIC SCALE PRACTICES SHALL BE MAINTAINED IN GOOD OPERATING CONDITION UNTIL ALL MAR., 2017 CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED.' 3. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE VT DEC scua ' "LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL" AND IN IN FEET ) 1" - 20" C1.2 ( ACCORDANCE WITH THE CONDITIONS OF THE VT -DEC CONSTRUCTION GENERAL PERMIT 1 inch = 2U ft. ISSUED FOR THIS PROJECT. 13234 4" MINIMUM TOPSOIL, SEED AND MULCH ALL SIDESLOPE \ - USE EROSION MATTING (WHEN REQUIRED) TO ESTABLISH BITUMINOUS VEGETATION, PARTICULARLY ON CONCRETE LOW SIDE OF ROADWAY PAVEMENT 1Yz" TYPE IV EMULSIFIED FINISH COURSE ASPHALT 2° TYPE II ... MINIMUM I / BASE COURSE -- CRUSHED GRAVEL / SHOULDER t A. - 6- CRUSHED GRAVEL - FINE OR AS ACT SPECIFICATION 7G4.05 SHOWN ON PLANS i 12' DENSE GRADED CRUSHED STONE AOT SPECIFICATION 70406 - COMPACTED SUBGRADE SEPARATIO N/STABI L12ATI ON GEOTEXTILE TYPICAL PAVEMENT SECTION (FULL DEPTH CONSTRUCTION SECTION) N.T.S. V, 5003 REVISED 11,10,2014 EXIST. TOP COURSE TO BE REMOVED AND OVERLAIN AS PART OF NEW / PAVEMENT SECTION / 1Y2"TYPE IV FINISH COURSE NEW - 2%"TYPE II BASE COURSE CONSTRUCTION EXIST. BITUMINOUS _- PAVEMENT 18' (MIN.) `•\ �71E MATERIAL- EDGE OF EXISTING SAW CUT PAVEMENT, PAVEMENT CLEAN AND COAT WITH -- EMULSION PRIOR TO PAVING TRANSITION FROM NEW PAVEMENT TO EXISTING PAVEMENT "I. REVISED OIYZS/2011 4" MINIMUM TOPSOIL, SEED AND MULCH ALL SIDESLOPE - USE EROSION MATTING (WHEN REQUIRED) TO ESTABLISH VEGETATION SIDEWALK WIDTH AS SHOWN ON PLANS 5' THICK CONCRETE SIDEWALK (W THICK AT DRIVEWAY CROSSINGS) 1 8°COMPACTED CRUSHED 1 GRAVEL (704.05 FINE) UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL NOTES: 1. EXPANSION JOINTS SHALL NOT BE PLACED 2. THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. 3. NO DEICER SHALL BE APPLIED TO SIDEWALK UNTIL AT LEAST 30 DAYS OF AIR DRYING TIME HAS OCCURRED. CONCRETE SIDEWALK DETAIL S-W2 -..- REVISEDP/17/2015 CONCRETE CURB TOP COURSE BITUMINOUS CONCRETE OR BRICK CONCRETE PAVEMENT R. 8 PAVERS BASE COURSE BITUMINOUS CONCRETE PAVEMENT T CRUSHED GRAVEL (FINE) i - LIMITS OF SUBBASE DENSE GRADED � gg' FOR CURB W/OUT SUB -BASE MATERIAL I-- --. 6" SIDEWALK -- PROVIDE 12 MIN. SUBBASE MATERIAL BEHIND CURB AND TO WITHIN 6° OF FINISHED GRADE FOR GRASSED SURFACES NOTES. 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1F' JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (Y2' SPONGE RUBBER OR CORK). 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TOP. CURB w/SIDEWALK DETAIL (SIMILAR WITH OUT SIDEWALK) N.T.S. REVISED I0/07/2015 SITE ENGINEER: F CIVIL ENGINEERITIG ASSOCIATES. INC. 10 MANSFIELD VIEWLANE, SOUTH BURLINGTON VTO5403 R02864-2323 FAX: ­2271 web: www.cee = DRATM SAL CHECKED SAV APPROVED SAV OWNER MAITRI HEALTH CARE FOR WOMEN 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: CONCRETE CURB LEBARON FRAME& COVER --- ` TOP COURSE BITUMINOUS - 8" 3„ - ,- CONCRETE OR BRICK LC266 TYPE'C' OR EQUAL -- SET FRAME ON FULL MORTAR BED 8 SEAL PARKING LOT CONCRETE PAVEMENT / PAVERS (ADJUST TO MEET FINISH .,,, JOINT APPROVED BACKFILL / R. Ye" R. i GRADE) \, �— ADJUST TO GRADE W/ TOPSOIL, RAKE, SEED 8 MULCH THOROUGHLY COMPACTED EXPANSION BASE COURSE BITUMINOUS - CONCRETE PAVEMENT CONE SECTION OR 4'0 24° PRECAST RISER SECTIONS UNPAVED PAVED -... - IN e" LIFTS TRAFFIC COVER (HEAVY (BRICKS SHALL NOT BE NOTES: 2" R. DUTY) FOR SHALLOW MANHOLES 1. COMPACTION OF BACKFILL AND BEDDING SHALL BE A I5 % POLYPROPYLENE WATERTIGHT JOINTS I MINIMUM OF SO%(SSX UNDER ROADWAY SURFACES) OF -- USING MASTIC OR RUBBER MAXIMUM DRY DENSITY DETERMINED IN THE STANDARD PROCTOR TEST 185 TILLEY DRIVE CRUSHED GRAVEL (FINE) - MANHOLE STEPS @ 6" O.D. -- - GASKET . (ASTM DIRM). SOUTH LIMITS OF SUBBASE _ -- COAT EXTERIOR OF ENTIRE 2 BUBGRADEE DING ArERIAL SHAM NOT BE PLACED ON FROZEN 05403ON FOR CURB W/OUT e w O MANHOLE w/ A a DENSE GRADED B„ 6' SIDEWALK �- \ xu 80'MIN. WATERTIGHT SEALANT (2 W '', 3. APPROVED BACKFILL SHAM NOT CONTAIN ANY STONES MORE THAN IN LARGEST DIMENSION SUB -BASE MATERIAL `-. —. PROVIDE 12' MIN. SUBBASE 0 y COATS) IV (W IN ROADWAYS, 1 1/2- MAXIMUM DIAMETER WITHIN 24. OF THE OUTSIDE OF THE .. MATERIAL BEHIND CURB - CAST -IN -PLACE FLEXIBLE vIVEL OR CONTAIN ANY mozeu, WET, OR ogpawc MATERIAL AND TO WITHIN 6" OF N = MANHOLE SLEEVES A. TRENCHES SHALL BE COMPLETELY DEWATERED PRIOR TO FINISHED GRADE FOR PLACING OF PIPE BEDDING MATERIAL AND KEPT GRASSED SURFACES W NOTES: _ ¢ EX. Z n D12' OEWATERED DURING INSTALLATION OF PIPE AND BACKFILL. 15" HDPE - T STORM LINE, SEE PLAN 5. IN TRENCHES WITH UNSTABLE MATERIALS OR HIGH WATER 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH NVI 15' HDPE D ( FOR TYPE TABLE. TRENCH BOTTOM SHALL FIRST BE STABILIZED BY %" JOINT BETWEEN SECTIONS. O NQ )5-"" AND SIZE PLACEMENT OF FILTER FABRIC THEN CRUSHED STONE (3/4" BL PIPE BEDDING MAXIMUM). 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL PRECAST CONCRETE OR -- POURED! N PLACEBASE 5. THESIDESL ENCHES 4 BY CONFORMING TO DESIGNATION M-153 SECTION SHAMBESEETEMOREB4PED T THEENTMORED SHALL BE SHEETED ORSLOPED. THE ANGLE of 4p '.PROJECT (y" SPONGE RUBBER OR CORK). ORAASHTOCOO 12" MIN. A.I -- - UNDISTURBED SOIL OR ROCK REPOSE AS REPOSE AS DEFINED BY O.S.X.A. STANDARDS. ]. BEDDING MATERIAL SXALLCONSIST OF CRUSHED STONE, - LOCATIOA -..-, 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK GRAVEL OR SAND WITH A MAXIMUM SIZE OF ,,/a". SUBMIT o. AND CONCRETE CURB TOP. SAMPLE TO THE ENGINEER FOR APPROVAL. 6" MIN. CRUSHED STONE 8 MOUNTABLE CURBING UNDISTURORROCL OR ROCK BEDDING TYPICAL STORM TRENCH TYPICAL STORM MANHOLE 1 6 (SIMILAR WITH OUT SIDEWALK) N.T.S. N.T.S. N.T.S. � RL ON y ST-O03 REVISED I2/OS/2016 - I !m TYPE STONE FILL EMERGENCY SPILLWAY TYPEISTONE a FILL PAD �I PLAN RECL L. -'i .,.....—, APR 12 2€117 TYPE I STONE FILL PAD of So. Burlington �1 SECTION ' FILTER FABRIC MIRAFI 140NS OR EQUAL STONE FILL PAD N.T.S. LOCATION MAP SITE DETAILS MAR., 2017 R111.,- Nl um.E SCALE AS SHOWN C2 .O PROD. NO. 13234 SIDEWALK) ' CURB 4'-0" MIN. g O PLANTER OR p - 7 OTHERETRANS- ���r 4'x4' LANDING MAX. - 2 % CROSS SLOPE IN ANY /AI , I I I A VERSABLE }� e DIRECTION OBSTACL J DETECTABLE WARNING C I I O (IF SHOWN ON PLAN) �p }B B - CURB L- % -- EXAMPLE I: I EXAMPLE 2: PAIRED CURB RAMP w/ SINGLE RAMP RAMPS AT DETECTABLE WARNING ON CORNER � CORNER. (IF SHOWN ON PLAN) RA RADIUS. DETECTABLE WARNING (IF SHOWN ON PLAN) W MIN. 4'-0"MIN CURBRAMP A B" MAX. O DETECTABLE WARNING !. (IF SHOWN ON PLAN) CURB RAMP FLARE RAMP �" ROADWAY -{ SURFACE �m.P) 3%MAX. ~— i--%MA.. ...10.0%MAX• S.0 % MAX. ADJACENT SECTION A -A TO RAMP SECTION B-B a TYPICAL HANDICAP RAMP - TYPE 2 PERPENDICULAR RAMP IN URBAN N.T.S. $ � SETTING - WIDE SIDEWALK M-O03 REVISED 11:2t.20t6 4'-0' MIN. 8.37% 2.0% C C C _ 1 60" MIN. DETECTABLE WARNING (IF SHOWN ON PLAN) EXAMPLE 3: RAMPON TANGENT SECTION 1.01'MIN. 1-O" MIN. CURB TRANSITI CURB TRANSON If URB RAM ITI- CURB SECTION CL C CURBING AND/OR - EDGEOFPAVEMENT 2' ON CENTER 18' - 4*WHITE— PAINTED MARKINGS I 11 DICAP SIGN 'III 18• II I I 1 STANDARD PARKING SPACE HANDICAP PARKING SPACE TRAFFIC MARKING PAINT TO BE READY -MIXED TRAFFIC PAINT SUITABLE FOR MARKING ON EITHER BITUMINOUS OR PORTLAND CEMENT CONCRETE PAVEMENT, READY -MIXED LOW VOC TRAFFIC PAINT SHALL CONSIST OF 100% ACRYLIC TYPE, FAST DRYING TRAFFIC PAINT. LINE STRIPING DETAIL }€ N.T.S. pn Jt 9-4IS REVISED 1209-14 2" HIGH LETTERS VE " (IYP.) ERV IFAPPLICABLE VAN �'. ACCESSBIE COLOR: LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND- WHITE MATERIAL: AS PER VAOT STANDARD E-143M POST: 2" (14 98.) SQUARE STEEL SIGN POST INSTALLIN ACCORDANCEVIVAOT STANDARD E-164 HANDICAPPED PARKING SIGN DETAIL N.T.S. SIGN SHALL BE POSTED AT THE HEAD OF EACH HANDICAPPED SPACE. MOUNTING HEIGHT IS 60" MINIMUM TO BOTTOM OF SIGN. REVISED 8=12014 s' ,� S-otsa CONDUIT SHALL BE ENCASED IN A 4" ENVELOPE OF CONCRETE UNDER THE FOLLOWING CONDITIONS: A. FOR INSTALLATION UNDER THE TRAVEL PORTION OF THE ROAD. B. WITHIN 10' OF WATER, SEWER, GAS AND DRAIN CROSSING. ELECTRICAL CABLE MARKING TAPE SHALL BE PLACED W TO 12" BELOW FINISH GRADE i APPROVED BACKFILL f THOROUGHLYCOMPACTED m INS" LIFTS NOTE: PAVEMENT MARKINGS TO MEET STATE STANDARDS E-191 HANDICAPPED PARKING MARKING DETAIL N.T.S. E MIN. 4" SAND OR FINE ELECTRICAL CONDUIT GRAVEL ON ALL SIDES OF CONDUIT 12" MIN. ELECTRICAL TRENCH - SECONDARY SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES. INC, 10M4NSFIELOVIEWLANE, SOUTH BURLINGTON, VT 05403 8028842323 FPX: 802884-22)1 we0: wxw.ceeN.cam DRAwN SAL CHECKED SAV MPRDVEO SAV OWNER: MAITRI HEALTH CARE FOR WOMEN 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT - PARKING LOT EXPANSION 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 A II I N.T.S. REVISED 06162/16 R EE. APR 12 2017 City of So. Burlington NJ - SITE DETAILS R R.4 '. VI: .— MAR., 2017 AS SHOWN C2. 1 13234 Introduction This a 'ect 's uaiect to the terms and conditions of the bothorizalicn from the State of Vermont to discharge can struc-ior relcted stcrmwater runoff. Coverage uen nder the State Construction Gera: Permit 3-9C20 is required ter any c nstruclion activity that disturbs 1 or or, of land, o s part of a larger de,, p,,nt p,bn that .[I disturb 1 0. more acres. This o,at. t has been deemed to due ify a a Low Risk Site w--c s., b Ject to the e n prow-::nnu ands ent control (FPS(:), s and t he State ar .=moots L,gw.Ri It IS H �na k for, n ]'rev nt' n nd Sad men I The follow, ng n and Imps em satiation requirements represei,t the rhstendora for which this site is required to de maintained a, rSg,lI:ec by the Stets of Vermont. Any best marag,-,,t c tires BMPte s) depcd on the project's EPSC Site plan wh =h go beyond the Handbook requ'remen is are c an.,EPSC' t b integral to the management of the s to antl represent p t- of the rn'-F ff 7C oppr ova or the project which '.I be pl The EPSC p e d p e f tp s h tc All in,thud t fluid theird y t y and s t relatto mng ractor to sedi nl lfrom theis te. 't is the`ge,p on sibiles lty ofsmthe Contbnoss pl-ent then y I F"s ' Imply with the w Risk Handbook standards ouillned n this sheet basea d' theoih site disturbance conditions which racy or may oat be shown on the EPSC Site Plan. Spectc BMP's which are t I to dIId.ImT the p.jeat to be corsdered a Low i,k site tlroe checked below: • Ma mein al kasleOfeatof,Wr,, , vegetatesbuffer br wnatructbn sinxt W, r runoff before en We t t race v , wtterp • Th, the amoum of .....deture.f earth to Nro easy ar leas el any one lima. • Thera snarl nee max mum on wfli usv stye of Implemented, aeon exposure', Sri location before temporary or fine, alebll'zelro l s Implemented. • Tnepmjact's to disturb less ,her Mro acres of oil with en eradnliryh9ner Alan RT0.1] • L 't the proleU ­1 tl sluNance to leas Than Iwo acres wiN ,loons greater than s=A. The protect is aetherized la disturb up W acre. 1. Mark Site Boundaries Pul Mark the site boundaries to identify the Units of c nslruct'on. Delineating your site will help to Ilmit the a of disturbance, preserve exisl'ing vegetation and Iimlt erosion poterl on the How to comply: Before beginning c nstruction, walk the site boundaries and flog trees, post signs, oinstall o enge safety fence. Fence 's required an any boundary within 50 'set of a stream, lake, port or welon d, unless the area I, already developed (existing roads, buildings, etc.) 2. Limit Disturbance Area Plrn Pathe -It of so exposed d, ana time td reduce the p oten;ial erosion on sae. Requirements: The permitted disturbance area is specified on the site's written authori nation to discharge. Only the a.... ge listed on the dulhorizatlon form may be expused of any given time. Pow Ito comply. Plan head and phase the construction t, ties to are that e th th p etted acreage d t bed of o a time Be see to p ,P ly b l posed I 'th d and m, on L netting bek a b,,i n, work in a w ct ton df the ss le 3. Stabilize Construction Entrance Aurpos abcl Ted construction entrance helps remove mud from vrh idle wheels to Prevent trork:ng o.., streets. ReglllreTents: If there will be any vehicle traffic off of the construction site, you must instal, a stabilized construction entrance before construction begins. How to install Rock Size: Use of 1 to 4 inch stone Deem: 6 i,onee m width: 12 feet , Length: 40 feel onm (or length of driveway, I' shorter) Gliife: Puree Nrlerr cloth under entire grovel bed Maintenance. Redress with oleo^ stone as required to keen sediment from tracking onto the street. 4. Install Silt Fence Purpose: Silt fences intercept runoff and allow su spenced sediment to settle out. Requiremerts: Silt fence must be installed: n the doahill side of the construction activities • between any ditch, Swale, storm sewer inlet, or waters of the State dad the disl urbed soil Hay hales must not be used ol imam birders duo to weir laadanay o t rate one hen xc a . deg p Where to place: • Place silt fence on the downhill edge of as a sal. At the bottom of slopes place fence 10 feet downhal fro-. the end of theslope (f span s avalot • E e u to 'It fen catches II ruff'- bare Sol. • Max m. d s ono page aI. 'Aacre far 100 fee- of sat fence. Install su fence a s othe snipe (not up and d n hills!) • nstall mul t.ple rows if silt fence on long hills to break up • Down of instal, silt fence across ditches, channels, or streams or In stream buffers. How to :nstall silt fence: c tr6 nches deep P e theP g to drat J urII s Il fence aloe h n hs slakes are the downhill tl f thefence kin fending by rating the end st t g th r J e stakes n against downhill s d f t h • Dr ve stokes until 16 there. of fab� v I trench Push `abr'c nto tre^chi spread clone bo..om • Fit trench with Sol and sack down Maintenance: • Remove accumulated sediment before it is halfway up the Wide. • Ensure that silt fence is trenched in ground and there are no goes. 5. Divert Upland Runoff Purpose: Divers on a e cept ru^oil them above the construction site and mredt it ,'idr me disturbed a . rnis or ... nts d.en water from becoming muddied wi-h ,it f-om the construction site. Requirements: lormw If sater ­e into your site from up.l.p. a and your site meets :'he following two conditions, you mast enstall a diversion berm before disturbing any Soi'. 1. You plan to have an or more acres of sal ex,ased at any on e time (e ading bad.) 2. Aver a ge slope f the tl' turbed area 1, 207 or steeper. How LI install: I. Compact the berm with a shove o earth -moving equipment. 2, Seed and mulch b ve ,th erosion cant^ol matting monsdiowly off,, .Irofldtidm 3 Stab i new channel wth seed and sbcw much or c2111. e slop ontrol matting. Line the channel with 4 'n ch stone f the u hannel slope , greater than 20% 4. Ensure the berm dra ns to outlet 1 r. ith .'prep Ensur, that mere I. no I 0 tl f. 5. The d verb on berm sha,l ,emu'n n place a 1'1 the c sturbed areas are completely slablzed. 6. Slow Down Channelized Runoff Purpose: Stage check dams reduce erasm ri drainuye enema:s by sId.ny down the stcrmwater flow. Requrements :f flat, a concentrated flow (e. g. in a ditch o channel) of .stcrmwater on your site, then you must instill stone chock dams. Huy bales must ,at be used as check darns. -Tow to nstall. P qht No greater than 2 fee' Cecrer ,f dam shoal. ba 9 aches lower than the side asap. an Side Steps,- 2 1 or flatter Stone sIzelase a m .lure of 2 to 4 inch store wltlth: Dams should span the width of the c ,n,,l and extend up the ,Ides of the ba^ks Spacing: Space Ua dams so that the bottom (toe) of the upstream dam is al me ale-llon of the top (crest) o' the downstream darn. Thls spacing is equal to the height of the check dam divided by the channel slope. Spacing (in feel) - Height of check dam (in 'set)/Slope in channel (ft/ft) Meintennnce: Remove Sedirn enl Isis nulaled behind the .turn as needed to I paw charnel to brain through the star, check darn and prevent urge Flows from carrying sto-eht ava liner of r the dam. '.I significant erosion... between check dams. stone should be ,stalled oc 7. Construct Permanent Controls oeru`se: r rm n nt stormwoter ensureenl practices are , end constructedto diniair water quality, el re gra htlwctet flows, end b v nt o xance m ltr,,tI, asins,d an include detention ponds a d wellands,a i^"il tral'�on basins, and slormwater filters. Requi ants: f are I Im Iola pervious• area an your it, within the lop plan of devement, will be 1 or morec you m apply for d State stormwoter Gischarge Permit and construct permanent manent stormwoter treatment ,Pratt des on your s to These proof des sur�tdee rslnlled befure the corstructon of any :mpervou. How to comply: Contact the Vermont Sto-water Program and follow the requ rements in the Vermont St water Management Manual The Stormwater Man .gem t M avolcble at w mtpc tewgs out IS t-Saa nit eu Hpce I. man ode 'ace odes n9 but of Irrlted lot paved an unpovr reads, epbril -on a oohs driveways, and walkwaN. 4om wM1icn precipl<ation 111a off ra.her Ihan infilhalea. 8. Stabilize Exposed Soil - Irp pse: Seed,-q and mulching, applying a control mdttin q, a ^ydrodeed ing a all methods to staibiwl expo,etl soil. Mulches I'd matting protect the soil surfade while grass is establishing. Requirements: A.I a o/ disturbance must have temporary or per^anent .ac'ed- ton within 7, 14, or 21 ddye at Inreal disturbance, n, stated In the project ouch oriza [ion. After this tine any disturbance in the area most be stabilized at Theend of each work day. The following exceptions apply, • Stabilization is not required if earthwork 's to continue in the within the next 24 hours and there 's no precipitation ast for the next 24 hours. • Stdb illzation is not requiretl If the work is urang in o self-contained ...... it,, (i.a outlet) with a depth of 2 'eel on greater (ti house 'curtailer excavation, utility ...nches). A areas of disturbance must have aermonent stabilization within 48 hours of reaching final grade. How to comply Prepare bare ,it for seeding by grading In, top 3 to 6 Inches an i. so and remo rocks o debris. ving any urge Seeding Rates for Temporary Stabilization April 15 - Sept. 15 - - - Ryegros. (,nnual or perennial: 20 1./ocr e) S..l. 15 April 15 Winter rye 120 bs/acre .,eding Ritc, far Final St,bili-b-Choode s«am w a ear end Choose Eon. Van baJ av ba/t000a b HWaassor uebY a O.l Camrronwhac c16- -asee. 0 ba Tall Fescue ItilReb<1 i O bs Ream IC--- Eyes-. a Pm Eno Lx,n II OI ,t NixS h fFngb'c dlNrdcc ORS 41bs afReh R+or Mulching Rates April 15 - Sept15 -- Hay or Straw: 1 inch deep (1-2 bales/1000 St.) Sept.15 - Apra 15 -- Hay or Straw: 2 in. deep (2-4 bales/1000 s.E) Erosion Contra: Matting As per manufacturers instr..cti.me Hcdroseed A- net ranuf-Wi-sr's Instructions 9. Winter Stabilization Purpose. Managing c ons tr I ton sites tom him Shield,, and a enl sediment loading of waters is a year!. and chrallenge. Inv Vermont, this ch al'. enge becomes even greater during the late fall, winter, d e,ny spring month,. 'Winter t ctid -dal here aescrbe, the period bet October 15 and Alert 15. when erosion prevention and Sediment control I. s gn i c..ntl} mo e difficult. Ralrs In tole toll, thaws throughout the winter, and spring melt and tell n produce siq^i'icant `lows a r frozen a-d saturated group d,great, y incise ing the patentiafar erosion. Requrements for Winter Shutdown For those holed, that wT c malets earth disturba-ce activities pr. t theter period (October 15; the following requirements must be adh ad to Ia..or rea, to be stabilized by vegetation seeding shall be ^chrI no Inter than September 15 to ensure, adequate growth and c r 1. 1 awing Is let completed by September 15 additional vegetalive protection most be used to stabilize the site for the winter period. This Include, a of Erosion Control Malting o netting of a heavy mulch layer. Seeding with wintnr rye is ended -o allow far early germination during wet spring conditions. 3.Where mulch is specified, apply roughly Z inches with a 80-90x c ver. Mulch should Ie trackeA In or s ,61hzednwith netting in ape. oreas vulnerable to wind. Requirements for Winter Construction If construction activities involving SO- disturbance continue past October 15 or be' n before April 15rthe followng requirements meet be adhered n d to. la 1. Enlarged access po ib stabilized to provide t,r snow Stockpiling.cc 2. Limits of disturbance moved or replaced to reflect boundary of winter work. ement plan red old 3 central of mall ate., read ring oclearedts adequate lotbe stloreds down elope or all areas at tlisturbanoe an o.. �of storm water treatment structures. 4. A minimum 25 (oat buffer shall oc Interred from perimeter ontrol, such a silt fence. 5.1n a of disturbance that Alain to a water body within 100 feet rep rows of sit fence must be installed along the a.it.ur. 6. Drainage structures must be kept open and free of snow old 1.e dams. ].Sill fe,,, and other practLos, "'I'Arirg earth disturbance must bs installed ch sad of frozen ground. 8. Mulch used for temp .... y sfabil:zati on most be aoil iee at double the standard rate, or a m nimu of 3 Inches with an 80-90% cover. 9.11 ensure cover of disturbed soil in odvon" of a melt a ant, n Saf disturbed soil n ust be slab it %zed dl the end of each works day, with the following exceptions: • If he precipitatlan within 24 hours is forecast and work will r 'n the some A:Sturbea ran within 24 nears, daily stabilization is not ne essary. • Disturbed areas thatdoillect any d retain runoff, such as hoe e f .editions Per utnit trenches. o 10. Prior to stabil'rzal on snow or is e must be removed to less to an I inch. In isms,,. ir. Use stone to stabilize .,ban such as the perimeter of buildings under construction or d where construction vehi cl, lraffie s anticipated. Stone baths should be 10 to 20 feet wide to cccomm,dote vehicular traffic. 10. Stabilize Soil at Final Grade P"P.- Stabilizing the site ,in sesd and mulch or os control matting when t file grade s ,hebest way to prevent eroson whle r:on .. t cr.t-ues. Requirements. Wi thm in 48 hours of final grading, the exposed so] ust be seeded and mulched or covered with erasion control matting. Haw to comply: Bring the site or ections if the Site to final grade be possible after construction :S mole, Ad. This will reduces the need for additional s,dinient and e n cu.t,,l measures and will reduce the total disturbed area. For seeding and mulching rates, follow the specifications under Rule 8, Stabilizing FxP.Sed Soil. 11. Dewatering Activities Purpose: Treat water pumped from dewatering activities so that it is clear When leaving the construe -ion site. Requirements: Water from dewatering a UvAies that flows oft of the con structian site must be clear. Water must oat be pumped into storm sewers, lakes, or wetlands un dec the water is dear. How to comply: Using sock filters or sediment filter bags n all discharge hoses or pipes, discharge water into silt fence enclosures Instoned vegetated areas way from waterways. Remove accumulated e ant after the water has dispersed and stabilize the area with seed and mulch. 12. Inspect Your Site Purp Ove Perform site inspections to a that all sediment and erosion ontrol actices a e functioning R c ar e property.egcuast pection sand maintenance of practices will help to reduce cast, and protect water quality Requirements act the sits at least once every 7 days and it,, every a:nbll o ,,,melt that results 'n a discharge from the site. Perform manlenance to ensure that practices are functioning according to the specification, Dull:^ed in the handbook In the event of a noticeable sediment discharge from the co nstruction site, you must take Imed miate action to inspect and maintain existing erosion prevention and sediment contra Practices . Any visibly discolored stormwoter runoff to waters of the Slate must be reported. Forme for reporting discharges are available at: www.vlwater ualil .or stoter.htm 9 Y 9/rmwa GRADE CONSTRUCTION FENCE DETAIL NTs. PLASTIC ORANGE CONSTRUCTION FENCE END POSTS "A" MUST BE HIGHER 0.35 ro/m OR FLATTER TTA\ THE FI ON LINT POINT 'R" FLOW LINE SLOPE 75r r (3 in.) MIN. / \\\ COURSE RCCK P A .r FLOW A - 60rm - - a�. (2 ft. MAXIMUM) _" S M'NIMJV DEP IT OF COURSE 15em TO 45cm ROCK PI ACED IN CHANNFI. (0.5 TO 1.5 Ft.) ROCK S"- IN ',Ocrn FLOW LINE IS 15-(0.5 ft.) IF 111EN1E (4 in MINIMUM) TRENCH SIDE VIEW -RONT VIFYv DIVERSION RIDGE REQUIRED 'AI'-RF GPh7F EXCFETS 2% OR GREAIER ROADWAY '=1. TFI, FARRIC SFTTION A - A NOTE: SANDBAGS OR SPILLWAY USF SANDBAGS CONTINUOUS BEPM OF OR OTHER APPROVED METHODS TO CHANNCL ZC RJNOFT TO FQl11VALFNT HEIGHT BASIN AS REQUIRED. SUPPLY WATER TO AASII WHEELS IF NECESSAR'7 /� 2/ I eLow .Low 1 111 COURSE(`,0 AGGREGATE 12' MIN o T Y MIN 8" (15Cmm) 'HICK -DIVERSION RIDGE 50" IN. PLAN NOTES: 1. THE ENTRANCE SHALL BE .MAINTAINED IN A CONDI LION THAT MILL PREVENT TRACKING CR Ft OWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TCP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SFDIMFNT. 2. WEN NLCLSSARY, WHEELS SHALL BE CLEANED ?RIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. .3. W-.EN WASHIN(; IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BAST N. STABILIZED CONSTRUCTION ENTRANCE NTS I I. SET POSTS AND 2. STAPLE fHE WIRE EXCAVATE A 4"X8" MESH FENCING TO ANGL.F 10' TRENCH, SET POST WIRE POSTS. UPSLOPE FP? DOWNS FENCING STABILITY AND SELF CLEAN NCi 100' l\ i,, 2" MIN. -� 3. ATTACH FILTER FABRIC 4. STAPLE THE WIRE TO THE WIRE FENCING MESH FENCING TO FILTER AND EXTEND IT 70 FABRIC THE TRENCH. END oOSTS. CCMP ACTED Fit L11 SILT FENCE CONSTRUCTION DETAIL NTS D-50 DOWNSTREAM FLOWLINL SLOPE 01 STRUCTURE (m/rn) OF ROCK 0.35 0.30 C.25 0.20 0.15 0.10 (MM) MAXIMUM WATER DEP-H OVER ROCK mm 150 30 36 41 50 56 too PLACE DOWNSTPEAM STRUCTURE SUCH THAT 101141 ""B"' IS APPROXIMATELY LEVEL W'TH THE LOWEST GROUND ELEVATION OF THE EPSTREAM -.. STRUCTURF STONE CHECK DAM STRUCTURE NIS ---� j - TEMPORARY SEEDING & ._-- VLA CH OR NETTING SILT FENCE NSTALLED ON DOWN GRADIENT SIDE TEMPORARY STOCKPILE DETAIL N. T S. R E C E IEEE POS 1 MIRAJ taOD XIORVF✓1ROVFD FQUAI 36" MIN. -�.®• 2 x wooST 0 .s' METAL PO10' x n' 1„ n^ 12" MIN. -FIL-ER FABRIC TO BE CLIPPED, BACKFILLED AND TAMPED 8' BELOW GRADE STEEL OR WOOD STAKES SEF CHART AT RIGHT 1. INSTALL Ivi ENVIROFENCE, OR APPROVED EQUAL OR AS DETAILED HEREIN. 2. INSTALL SILT FENCES AT TOES OF ALL UNPROTECTED SLOPES AND AS PARALLEL TO CONTOURS AS POSSIBLE. THIS INCLUDES ALL FILLED OR UNPROTECTED SLOPES CREATED DURING CONSTRUCTION, NOT NECESSARILY REFLECTED ON THE FINAL PLANS. CURVE THE ENDS OF THE FENCE UP INTO THE SLOPE, REMOVE SEDIMENT WHEN ACCUMIII ATFD TO HALF THE HEIGHT OF THE FENCE. SILT FENCES ARE TO SE MANTAINED UNTIL SLOPES ARE STABILIZED. 3. W-EN TVuO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6", FO-DED AND ^STAPLED. SILT FENCE DETAIL NTS SITE ENGINEER: r'E CIVIL ENGINEERING ASSOCIATES, INC. 10 MANSFIELD VIEW LANE, SOUTHBURUNIGTON, VT05403 01Aist4--M FAX: e02- web: www.cea vl.cdm DRAWN SAL aeEaxED SAV APPROVED SAV OWNER MAI TRI HEALTH CARE FOR WOMEN 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 PROJF("I` PARKING LOT EXPANSION 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 LOCATION MAP �b7 EPSC DETAILS AND SPECS. DATE DRAWING Vle.... MAR., 2017 E- AS SHOWN C2.2 PROD. NO, 13234 PART 1 - GENERAL 1.01 MEETINGS & PROJECT ACCESS A. The Owner shall be notified five (5) days prior to commencement of Work by the Contractor. B. The Contractor will coordinate with the Owner to arrange an -site pre -construction meeting prior to commencement of any work. Job superintendents and subcontractors shall be included in this meeting. C. The Contractor will coordinate all phases of the Work, so as not to interfere with the normal work procedures in the D. The Contractor shall conduct his work in such a manner as to not interfere with or endanger work or traffic In areas adjacent to the construction area, except as permitted by the Owner. The Contractor shall so orronge his construction operations as to provide access for emergency vehicles and equipment to the work site of all times. 1.02 LABOR A. The Contractor and subcontractors will employ mechanics skilled in their respective trades. B. All labor will be performed in a neat and workmanlike 1.03 PROTECTION OF PERSONS AND PROPERTY A. The Contractor shall be responsible for initiating, maintaining, and supervising oil O.S.H.A. safety precautions in connection with the Work. B. Fire Protection: The Contractor shall take oil necessary precautions to prevent fires adjacent to the Work and shall provide adequate facilities for extinguishing fires. The Contractor shall also prevent fires in project related buildings and shali prevent the spread of fires to areas outside the limits of the Work. C. Safety Precautions: Prior to commencement of Work, the Contractor shall be familiar with all safety regulations and practices applicable with construction operations. No additional payments will be made for equipment and procedures necessitated by these safety precautions. 1.04 CORRECTION OF WORK A. The Contractor shall promptly correct all Work rejected by the Owner as defective or as foiling to conform to the Contract Documents. The Contractor shall bear all cost of correcting such rejected Work. 1.05 WEATHER CONDITIONS A. No Work shall be done when, in the opinion of the Owner, the weather is unsuitable. No concrete, earth backfill, embankment, or paving shall be placed upon frozen material. If there is delay or interruption in the Work due to weather conditions, the necessary precautions must be taken to bond new Work to old. 0. Protection Against Water and Storm: The Contractor shall take all precautions to prevent damage to the Work by storms or by water entering the site of the Work directly or through the ground. In c se of damage by storm or water, the Contractor, at his own expense, shall make repairs or replacements or rebuild such parts of the Work as the Engineer may require in order that the finished work may be completed as required by the Drawings and Specifications. 1.06 DISPOSAL OF DEBRIS A. All debris and excess materials, other than that which Is authorized to be reused, become the property of the Contractor and shall be promptly removed from the properly. The Contractor shall receive title to all debris and/or excess material. The Owner will not be responsible for any loss or damage to debris or excess material owned by the Contractor. 1.07 PROJECT LAYOUT A. The Contractor shall be responsible for providing all necessary survey staking. 1. Locate and protect control points before starting work on the site. 2. Preserve permanent reference points during progress of the Work. 3. Establish a minimum of two permanent benchmarks on the site, referenced to dote established by survey control points. Record locations, with horizontal and vertical data, on Project Record Documents. SITE EARTHWORK PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. All excavation (unless covered in other sections of these specifications), removal and stockpile of topsoil, stabilization fabric, and other miscellaneous and appurtenant works. 2. Site filling. 3. Roadway structural sections. 1.02 PROTECTION A. Protect bench marks and existing structures. B. Protect above or below grade utilities which are to remain. 1.03 SUBMITTALS A. Testing laboratory reports indicating that material for backfill meets requirements of this Section. B. Field density test reports of site fill in place. C. Field density test reports for roadway structural sections in place. D. Stabilization Fabric: Submit copies of manufacturer's specifications and installation instructions. PART 2 - PRODUCTS 2.01 STRUCTURAL FILL - CRUSHED GRAVEL (ACT SPEC. 704.05, FINE) A. All materials shall be secured from approved sources. This gravel shell consist of angular and round fragments of hard durable rock of uniform quality throughout, reasonably free from thin elongated pieces, soft or disintegrated stone, dirt, organic or other objectionable matter. This material shall meet the following grading requirements: Percent by Weight Steve Designation Passing Square Mesh Sieve 2" 100 1 1/2" 90 - 100 No. 4 30 - 60 No. 100 0 - 12 No, 200 0 - 6 2.02 CRUSHED GRAVEL (AOT SPEC. 704.05. COARSE) A. This material shall meet the following grading requirements: Percent by Weight Sieve Designation Passing Square Mesh Sieve 4" 95 - 100 No. 4 25 - 50 No. 100 0 - 12 No. 200 0 - 6 At least 50% by mass (weight) of the material coarser than o. the N4 sieve sholl have at least one fractured face. 2,03 COMPACTED FILL/GRANULAR BORROW A. This material shall be free of shale, clay, friable material, debris, and organic matter, graded in accordance with ANSI/ASTM C136 within the following limits: Percent by Weight Sieve Designation Passing Square Mesh Sieve 3" 100 X" 75-100 No. 4 20-100 No. 100 0-20 No. 200 0-6 2.04 DRAINAGE COURSE (AOT SPEC. 704.16) A. Rock for drainage applications shall be produced from natural gravels or crushed quarried rock and shall consist of clean, hard, sound, and durable material. It shall be obtained from approved sources and shall meet the following grading requirements: Percent by Weight Sieve Designotion Passing Square Mesh Sieve 1" 100 X" 90-too %" 20-55 No. 4 0-10 No. 8 0-10 2.05 GEOTEXTILE A. Subsurface Drainage Geotextile: Nonwoven needle -punched geotextile, manufactured for subsurface drainage applications, made from polyclefins or polyesters; with elongation greater than 50 percent; complying with AASHTO M 288 and the following, measured per test methods referenced: 1. Survivability. Class 3; AASHTO M 288. 2. Grob Tensile Strength: 157 Ibf; ASTM D 4632, 3. Sewn Seam Strength: 142 Ibf; ASTM D 4632. 4. Tear Strength: 56 Ibf; ASTM D 4533. 5. Puncture Strength: 55 Ibf; ASTM D 4833. 6. Apparent Opening Size: No. 70 sieve, maximum; ASTM D 4751. 7. Permittivity. 0.5 per second, minimum; ASTM 0 4491. 8. UV Stability. 50 percent after 500 hours' exposure; ASTM D 4355. B. Separation Geotextile: Woven geotextile fabric, manufactured for separation applications, made from polyolefins or polyesters; with elongation less than 50 percent; complying with AASHTO M 288 and the following, measured per test methods referenced: 1. Survivability. Class 3; AASHTO M 288. 2. Grab Tensile Strength: 200 Ibf; ASTM D 4632. 3. Sewn Seam Strength: 222 Ibf; ASTM D 4632. 4. Tear Strength: 75 Ibf; ASTM D 4533. 5. Puncture Strength: 90 Ibf; ASTM D 4833. 6. Apparent Opening Size: No. 60 sieve, maximum, ASTM 0 4751. 7. Permittivity 0.02 per second, minimum; ASTM 0 4491. 8. UV Stability: 50 percent after 500 hours exposure; ASTM D 4355. 9. Weight: 4.0 oz/yd2 minimum. PART 3 - EXECUTION 3.01 PREPARATION A. Identify required lines, levels, contours, and datum. B. Identify known below grade utilities. Stake and flog locations. C. Maintain and protect existing utilities remaining which pass through work area. D. Upon discovery of unknown utility or concealed conditions, discontinue affected work; notify Engineer. 3.02 EROSION CONTROL A. Erosion control must be installed prior to beginning any earthwork operations. 3.03 SITE CLEARING A. Clear areas required for access to site and execution of Work. B. Maintain access to the site at all times. C. Remove trees and shrubs within marked areas. Remove stumps, roots and tap roots and other projections 1 1/2" or greater in diameter to 2'-0" below the excavated surfaces in cut areas and 2'-0" below the exposed subgrade in fill areas. D. Remove debris, rock, and extracted plant life from site. E. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed an or near the site. 3.04 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be excavated, re -landscaped Pr regraded and stockpile in areas designated on site or as directed by the Engineer. B. Maintain the stockpile in a manner which will not obstruct the natural flow of drainage. 1. Mointoin stockpile free from debris and trash. 2. Keep the topsoil damp to prevent dust and drying out. 3.05 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded in accordance with plans. B. Excavate subsoil required to accommodate site structures, construction operations, roads, and parking areas. C. Grade top perimeter of excavation to prevent surface wale, from draining into excavation. D. Notify engineer of unexpected subsurface conditions and discontinue affected work in area until notified to resume work. E. Correct areas over -excavated by error as directed by the Engineer. 3.06 DITCHES A. Cut accurately to the cross -sections, grades, and elevations shown. B. Maintain excavations free from detrimental quantities of leaves, sticks, trash, and other debris until completion of the work. C. Dispose of excovoted materials as shown on the drawings or directed by the Engineer; except do not, in any case, deposit materials less than three feet from the edge of a ditch. 3.07 ROADWAY EMBANKMENTS AND BERMS A. When embankments are to be made on a hillside, the slope of the original ground on which the embankments are to be constructed shall be stepped and properly drained as the fill is constructed so that adverse movements of the slopes do not occur. B. Any excavated rock, ledge, boulders, and stone, except where required in the construction of other items or otherwise directed, shall be used in the construction of embankments to the extent of the project requirements and generally shall be placed so as to form the base of an embankment. C. Frozen material shall not be used in the construction of embankments, nor shall the embankments or successive layers of the embankments be placed upon frozen material. Placement of material other than rock shall stop when the sustained air temperature, below 32 degrees Fahrenheit, prohibits the obtaining of the required compaction. If the material Is otherwise acceptable, it shall be stockpiled and reserved for future use when its condition is acceptable for use in embankments. D. When an embankment is to be constructed across a swamp, muck, or areas of unstable soils, the unsuitable material shall be excavated to reach soils of adequate bearing capacity and the embankment begun. Alternative methods, such as use of a stabilization fabric in place of excavation and backfill, may be utilized only after approval of some by the Engineer. E. Material being placed in embankments shall be placed In horizontal layers of uniform thickness across the full width of the embankment. Stumps, trees, rubbish, and other unsuitable material all not be placed in embankments. F. Embankment areas shall be placed in eight -inch maximum lifts. Effective spreading equipment shall be used on each layer to obtain uniform thickness prior to compaction. Each layer shall be kept crowned to shed water to the outside edge of embankment and continuous leveling and manipulating will be required to assure uniform density. The entire area of each layer shall be uniformly compacted to at least the required minimum density by use of compaction equipment sisting of rollers, compactors, or a combination thereof. Earth -moving and other equipment not specifically manufactured for compaction purposes will not be considered as compaction equipment. G. All fill material shall be compacted at a moisture content suitable for obtaining the required density. In no case shall the moisture content in each layer under construction be more than three percent above the optimum moisture content and shall be less than that quantity that will cause the embankment to become unstable during compaction. Sponginess, shoving, or other displacement under heavy equipment shall be considered evidence for an engineering determination of lack of stability under this requirement, and further placement of material in the area affected shall be slopped or retarded to allow the material to stabilize. H. When the moisture content of the material in the layer under construction is less than the amount necessary to obtain satisfactory compaction by mechanical compaction methods, water shall be added by pressure distributors or other approved equipment. Water may also be added in excavation or borrow pits. The water shall be uniformly and thoroughly incorporated into the soil by disc, harrowing, blading, or by other approved methods. This manipulation may be omitted far sands and gravel. When the moisture content of the material is in excess of three percent above optimum moisture content, dry material shall be thoroughly incorporated into the wet material, or the wet material shall be aerated by disking, harrowing, bidding, rotary 'zing, or by other approved methods; or compaction of the layer of wet material shall be defamed until the layer has dried to the required moisture content by evaporation. 3.08 COMPACTION REQUIREMENTS A. All backfills and fills shall be compacted in even lifts (12" maximum) to attain the required densities as follows: Modified Proctor Location ASTM D-1557 Subgrode (8") and Gravel for Roads and Parking Lots 95% General Embankments 90% Lei 1 I a 1 VIIIIIIII 1' 219191. 11911W911 \ PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Trench, backfill, and compact as specified herein and as needed for installation of underground utilities. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section. B. Use equipment adequate in size, capacity, and numbers to accomplish the work in a timely manner. C. Comply with all requirements of governmental agencies having jurisdiction. PART 2 - PRODUCTS 2.01 SOIL MATERIALS A. Fill and backfill materials: 1. Provide backfill materials free from organic matter and deleterious substances, containing no rocks or lumps over 6" in greatest dimension. 2. Fill materiol is subject to the approval of the Engineer, and is that material removed from excavations or imported from off -site borrow areas, predominantly granular, non -expansive soil free from roots and other deleterious matter. 3. Do not permit rocks having a dimension greater than 2" within 2' of the outside of pipe. 4. .he Iciness material used for bockfill: Provide sand free from organic material and other foreign matter, and as approved by the Engineer. PART 3 - EXECUTION 3.01 PROCEDURES A. Existing Utilities: 1. Unless shown to be removed, protect active utility lines shown on the drawings or otherwise made known to the Contractor prior to trenching. If damaged, repair or replace at no additional cost to the Owner. 2. When existing underground utilities, which are not scheduled for removal or abandonment, are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. 3. If the service is interrupted as a result of work under this section, immediately restore service by repairing the damaged utility at no additional cost to the Owner. 4. If existing utilities are found to interfere with the permanent facilities being constructed under this section, immediately notify the Engineer and secure his instructions. 5. Do not proceed with permanent relocation of utilities until written instructions are received from the Engineer. B. Protection of persons and property. 1. Barricade open holes and depressions occurring as part of the work, and post warning lights on property adjacent to or with public access. 2. Operate warning lights during hours from dusk to dawn each day and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by operations under this section. C. Dewatering: The Contractor, at all times, shall conduct his operations so as to prevent the accumulation of water, ice, and snowin excavations or in the vicinity of excavated and to prevent water from interfering with the progress of quality of the work. Under no conditions shall water be allowed to rise in open trenches after pipe has been placed. D. Accumulated water, ice, and snow shall be promptly removed and disposed of by pumping or other approved means. Disposal shall be carried out in a manner which will not create a hazard to public health, nor cause injury to public or private property, work completed or in progress, or public streets, nor cause any interference in the use of streets and road by the public. Pipes under construction shall not be used for drainage of excavations. E. Maintain access to adjacent areas at all time. 3.02 TRENCHING A. Care shall be exercised by the Contractor to avoid disrupting the operation of existing facilities without prior written approval of the Engineer. B. Provide sheeting and shoring necessary for protection of the work and for the safety of personnel. 1. Sheeting and bracing required for trenches shall be removed to the elevation of the pipe, but no sheeting will be allowed to be pulled, removed, or disturbed below the pipe. C. A trench shall be excavated to the required depth end to a width sufficient to allow for joining of the pipe and compaction of the bedding and backfill material under and around the pipe. Where feasible, trench walls shall be vertical. D. The completed trench bottom shall be firm for its full length and width. E. If indicated on the plans or directed by the Engineer, poor foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with granular backfill. F. Where pipes are to be placed in embankment fill, the excavation shall be made after the embankment has been completed to a height of 3 feel plus the diameter of the pipe above the designed grade of the pipe. G. Excavating for appurtenances: 1. Excavate for manholes and similar structures to a distance sufficient to leave of least 12" clear between outer surfaces and the embankment or shoring that may be used to hold and protect the banks. 2. Over -depth excavation beyond such appurtenances that has not been directed will be considered unauthorized. Fill with sand, gravel, or lean concrete as directed by the Engineer, and at no additional cost to the Owner. H. Excavation shall not interfere with normal 45' bearing splay of foundations. I. All trenching shall be in accordance with the latest OSHA requirements. J. Where utility runs traverse public property or are subject to governmental or utility company jurisdiction, provide depth, bedding, cover, and other requirements as set forth by legally constituted authority having jurisdiction, but in no case less than the depth shown in the Contract Documents. K. Where trenching occurs in existing lawns, remove turf in sections and keep damp. Replace turf upon completion of the backfilling. 3.03 BEDDING A. Pipe Bedding Area: Prior to laying pipe, bedding material shall be placed to the limits of the excavation and to a depth beneath the pipe as specified. This material shall be either sand, gravel, or crushed stone and shall not contain large lumps and stones over one inch In diameter. As the pipe is laid, bedding material sholl be extended to 6" above the pipe and leveled along the width of the trench. 3.04 BACKFILUNG A. Backfilling shall not be done in freezing weather, with frozen materials, or when materials already placed are frozen. B. Unless otherwise specified or indicated on the plans, material used for backfilling trenches above the bedding area shall be suitable material which was removed during excavation or obtained from borrow and when compacted shall make a dense stable fill. The material shall not contain vegetation, porous matter, masses of roots, individual roots re than 18 inches long or 1/2 inch thick, or stones greater than 50 pounds or larger than six inches in the widest dimension. C. If additional material is required, it shall be furnished from approved sources. D. Backfll material shall be evenly spread and compacted in lifts not more than 12 inches thick or as approved by the Engineer. Previously pieced or new materials shall be moistened by sprinkling, if required, to ensure proper bond and compaction. E. Reopen trenches which have been improperly backfilled, to a depth as required for proper compaction. Refill and compact as specified, or otherwise correct to the approval of the Engineer. F. Should any of the work be so enclosed or covered up before it has been approved, uncover all such work and, after approvals have been made, refill and compact as specified, all at no additional cost to the Owner. G. Take special care in backfilling and bedding operations to not damage pipe and pipe coatings. H. No compacting shall be done when the material is too wet to be compacted properly. At such times the work shall be suspended until the previously placed and new materials have dried out sufficiently to permit proper compaction, or such other precautions are taken as may be necessary to obtain proper compaction. I. Backfill material shall be compacted to the following percentages of maximum dry density and the in -place moisture content shall not be more than 2% above the optimum moisture content, as determined by Modified Proctor ASTM D1557. 1. Around all structures, under roadway paving, shoulder and embankments - 95%. 2. All other areas - 907. "a BITUMINOUS CONCRETE PAVING H PART 1 - GENERAL 1.01 SUMMARY APR 12 2017 A. Section includes: 1. Base Courses 2. Leveling Courses 3. Finish Course 45 B. General: This work shall consist^v o _r4\S leseKefurlin ton bituminous mixture, constructed on a prepared foundation in accordance with these Specifications and the type of surface being placed, and in conformity with the lines, grades, thicknesses and typical cross sections shown on the plans or established by the Engineer. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. All materials and installation shall be in accordance with The Asphalt Institute Manual (MS-4) and the VAOT Standard Specifications, 2006. C. Mixing Plant: Conform to State of Vermont Standards. D. Obtain materials from some source throughout. SITE ENGINEER: f E_ CIVIL ENGINEERING ASSOCIATES. INC. 10 MANSFIELD WEWLANE, SOUTH BURLINGTON, VT O5403 Bez -2a2o M. 8a2e .11 wso: -ca. le - DRAWN SAL o.B,.BD SAV APPROVED SAV OWNER MAITRI HEALTH CARE FOR WOMEN 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: PARKING LOT EXPANSION 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 FA LOCATION MAP 1" = 2000 Idld�J{f � r SITE SPECIFICATIONS DATE DRAWING NUMBER MAR., 2017 ECAUE SHOWN AS C3.0 ASSHOWN PROD. N . 13234 1.03 PROJECT CONDITIONS A. Bituminous concrete shall not be placed between November 1 and May 1. Material shall not be placed when the granular subbose is wet or when the air temperature at the poving site in the shade and away from artificial heat is as follows: 3.08 FIELD QUALITY CONTROL A. Permit no vehicular traffic on surfaces until thoroughly cool and hard. 3.09 REPAIR OF SUBSIDENCE A. Settlement - Should any pavement settle within one year of Air Temperature Pavement completion of the Contract, such pavement shall be repaired Degrees Fahrenheit Compacted Depth at the Contractor's expense. If the Contractor fails to make such repairs promptly upon receipt of notice to do so 40 Degrees or below 1 1/4" or Greater from the Owner, then the Owner may make such repairs as 50 Degrees or below Less than 1 1/4" necessary and the Contractor shall pay the Owner for all costs incurred in making such repairs. PART 2 - PRODUCTS 2.01 MATERIALS A. Materials shall be combined and graded to meet the criteria as defined In the VAOT Standard Specifications, Division 700 for bituminous concrete. B. Gradation: Materials shall be combined and graded to meet composition limits specified in VAOT Standard Specification, Section 406.03. for the base course and finish course. 1. Unless specifically shown on the Plans, all bituminous concrete pavement shall be designed in conformance with the design criteria for heavy duty bituminous concrete pavement. (75 blows/side) 2. All Asphalt Cement used in the bituminous concrete pavement shall be PG 58-34 (or VTrans approved mix) unless otherwise noted. C. Thickness of paving for drives and parking lots shall be as shown on the plans, consisting of base course and finish D. For pavement reconstruction areas due to trenching, the depth of each course shall be increased by 7/2". Pavement reconstruction caused by trench reopening due to improper placement or non -approved placement shall be performed at no additional cost to the Owner. PART 3 - EXECUTION 3.01 INSTALLATION A. Install in accordance with VAOT Standard Specifications, Section 406. 3.02 EXAMINATION A. Verify that compacted granular base is dry and ready to support paving and imposed loads. B. Verify gradients and elevations of base are correct. 3.03 PREPARATION A. Matching Surfaces: When a new pavement is to match an existing bituminous pavementfor a roadway or trench, the Contractor shall vertically smooth cut the existing pavement, over the existing gravel base. The smooth cut shall be thoroughly cleaned and coated with Emulsified Asphalt, RS-1, just prior to paving. 3.04 PREPARATION - TACK COAT A. When the bottom course paving is to be made over ro of bituminous concrete pavement is left over the win ter, existing bituminous concrete pavement, the existing surface shall be cleaned and Emulsified Asphalt applied before the next course is applied. B. Also apply to contact surfaces of curbs. C. Coat surfaces of manhole and catch basin fromes with oil to prevent bond with asphalt pavement. Do not tack coat these surfaces. 3.05 PLACING ASPHALT PAVEMENT A. Place to compacted thickness identified on the plans. B. Compact pavement by rolling. Do not displace or extrude pavement from position. Hand compact in areas inaccessible to rolling equipment. C. Develop rolling with consecutive passes to achieve even and smooth finish, without roller marks. 3.06 JOINTS A. Joints between old and new pavements or between successive days work shall be made so as to insure a thoroughand continuous bond between the old and new mixtures. Whenever the spreading process is interrupted long enough for the mixture to attain its initial stability, the paver shall be removed from the mat and a pint constructed. B. But joints shall be formed by cutting the pavement in a vertical pione at right angles to the centerline where the pavement has a true surface as determined by the use of a straight -edge. The butt pint shall be thoroughly coated with Emulsified Asphalt, Type RS-1, just prior to depositing the paving mixtures. C. Longitudinal joints that have become cold shall be coated with Emulsifed Asphalt, Type RS-1, before the adjacent mat is placed. If they have been exposed to traffic, they shall be cut back to a clean vertical edge prior to painting with the emulsion. D. Unless otherwise directed, longitudinal joints shall be offset at least 6" From any joint in the lower courses of pavement. Transverse joints shall not be constructed nearer than one foot from the transverse pints constructed in lower courses. 3.07 TOLERANCES A. The surface will be tested by the Engineer using a 16 foot straight -edge of selected locations parallel with the centerline. Any variations exceeding 3/16 of an inch between any two contacts shall be satisfactorily eliminated. A 10 foot straight -edge may be used on a vertical curve. The straight -edges shall be provided by the Contractor. B. Scheduled Compacted Thickness: Within 1/4 inch. C. Variation from True Elevation: Within 1/2 inch. DRAINAGE PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Culvert pipe and appurtenances. 2. Stone fill. 3. Drainage Structures 1.02 REFERENCES A. Vermont Agency of Transportation Standard Specifications, Latest Edition. 1.03 SUBMITTALS A. Manufacturer's technical data for: 1. Pipe and appurtenances. 2. Structures. PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A. Furnish ells, tees, reducing tees, wyes, couplings, increasers, crosses, transitions and and cops of the some type and class of material as the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer. B. All culverts and storm drains shall meet the requirements of Section 601 of the Standard Specifications. 2.02 DRAINAGE PIPE & PERFORATED PIPE A. Culvert / Drainage Pipe 1. Corrugated Polyethylene pipe and fittings (smooth interior) meeting the requirements of AASHTO M-294 and M-252 2. For drainage piping installed by directional boring techniques, use PE 3408 high density polyethylene pipe meeting ASTM 03350 Stoddard (SOR 11 or better) 2.03 CONCRETE STRUCTURES A. ASTM C478, sized as indicated. 2.04 METAL ACCESSORIES A. Manhole frames and covers: 1. Grey cast iron, ASTM A48, as shown on plans. 2.03 STONE FILL A. Stone for stone fill shall be approved, hard, blasted angular rock other than serpentine rock containing the fibrous variety chrysotile (asbestos). The least dimension of the stone shall be greater than 1/3 of the longest dimension. The stone fill shall be reasonably well graded from the smallest to the maximum size stone specified so as to form a compact mass when in place. 1. Type 1 - The longest dimension of the stone shall vary from 1 inch to 12 inches, and at least 50 percent of the volume of the stone In place shall have a dimension of 4 inches. 2. Type II - The longest dimension of the stone shall vary from 2 inches to 36 inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of 12 inches. 3. Type III - The longest dimension of the stone shall vary from 3 inches to 48 inches and at least 50 percent of the volume of the stone in place shall have a least dimension of 12 inches. 4. Type IV - The longest dimension of the stone shall vary from 3 inches to 60 inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of 20 inches. PART 3 - EXECUTION 3.01 INSPECTION A. Examine the areas and conditions under which storm sewer system work is to be installed and notify the Contractor in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected. 3.02 GENERAL A. When existing underground utilities, which are not scheduled for removal or abandonment, are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. 3.03 PREPARATION A. Hand trim excavation (where necessary) to required elevations. Correct over -excavations with fill material. B. The slopes shall be graded to match the grade as shown on the plans. Where required, end sections shall be placed and backfilled to prevent undermining. C. Remove large stones or other hard matter which could damage drainage structures or impede consistent backfllling or compaction. 3.04 INSTALLATION OF PIPE A. All pipe and fittings shall be carefully examined for defects and no pipe or fittings shall be laid which are known to be defective. If any defective piece is discovered after laying, it shall be removed and replaced at the Contractors expense. All pipes and fittings shall be cleaned before they are laid and shall be kept clean until accepted in the completed work. B. The pipe shall be laid to conform to the lines and grades indicated on the drawings or given by the Engineer. Each pipe shall be laid as to form a close joint with tt.e next adjoining pipe and to bring the inverts continuously to the required grade. C. Unless otherwise permitted by the Engineer, the Contractor shall provide for the temporary diversion of water to permit the installation of the pipe in a reasonably dry trench. D. Where the pipe is to be laid below the existing ground line, a trench shall be excavated to the required depth and to a width sufficient to allow for joining of the pipe a compaction of the bedding and backfill material under and around the pipe. E. The completed trench bottom shall be firm for its full length and width. F. If indicated on the plans or directed by the Engineer, unsuitable foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with Granular Backfill, or other specified or approved material. G. The Contractor shall take all necessary precautions to prevent floatation of the pipe in the trench. H. When pipe laying is not in progress, the open ends of the pipe shall be closed with temporary watertight plugs. If water is in the trench when work is resumed, the plug shall not be removed until all danger of water entering the pipe is eliminated. 3.05 MANHOLES A. Precast concrete structures: 1. Place precast concrete structures and covers as shown on the Drawings. 2. Where manholes occur in pavement, set tops of frames and covers flush with finish surface. 3. Provide rubber joint gasket complying with ASTM C443. CONCRETE CURBS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Curbs. 1.2 SUBMITTALS Product Data: For each type of product indicated. Other Action Submittals: 1. Design Mixtures: For each concrete paving mixture. Include alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments. 1.3 QUALITY ASSURANCE A. Ready -Mix -Concrete Manufacturer Qualifications: A firm experienced in manufacturing reody-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment. B. ACI Publications: Comply with ACI 301 unless otherwise indicated. PART 2 - PRODUCTS 2.1 CONCRETE MATERIALS A. Cementitious Material: Use the following cementitious materials, of some type, brand, and source throughout Project: 1. Portland Cement: ASTM C 150, gray Portland cement Type I, Type II or Type 1/11. Contractor may supplement with the following materials: a. Fly Ash: ASTM C 618, Class F (20% maximum). b. Ground Granulated Blast -Furnace Slag: ASTM C 989, Grade 100 or 120 (25% maximum). B. Normal -Weight Aggregates: ASTM C 33, uniformly graded. Provide aggregates from a single source. C. Water: Potable and complying with ASTM C 94/C 94M. D. Air -Entraining Admixture: ASTM C 260. E. Chemical Admixtures: Admixtures certified by manufacturer to be compotible with other admixtures and to contain not more than 0.1 percent water-soluble chloride ions by mass of cementitious material. 2.2 CURING MATERIALS A. Absorptive Cover: AASHTO M 182, Class 3, burlap c.'oth made from jute or kenaf, weighing opproximately 9 oz./sq. yd. dry or cotton mats. B. Moisture -Retaining Cover: ASTM C 171, polyethylene film or white burlap -polyethylene sheet. C. Water: Potable. D. Evaporation Retarder: Waterborne, monomolecular, film forming, manufactured for application to fresh concrete. E. Clear, Waterborne, Membrane -Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating. F. White, Waterborne, Membrane -Forming Curing Compound: ASTM C 309, Type 2, Class B, dissipating. 2.3 RELATED MATERIALS A. Joint Fillers: ASTM D 1751, asphalt -saturated cellulosic fiber or ASTM D 1752, cork or self -expanding cork in preformed strips. B. Slip -Resistive Aggregate Finish: Factory -graded, packaged, rustproof, nonglazing, abrasive aggregate of fused aluminum -oxide granules or crushed emery aggregate containing not less than 50 percent aluminum oxide and not less than 20 percent ferric oxide; unaffected by freezing, moisture, and cleaning materials. 2.4 CONCRETE MIXTURES A. Prepare design mixtures, proportioned according to ACI 301, with the following properties: 1. Compressive Strength (28 Days): 4000 psi. 2. Maximum Water-Cementitious Materials Ratio at Point of Placement: 0.45. 3. Slump Limit: 4 inches, plus or minus 1 inch. 4. Air Content: 6 percent plus or minus 1.0 percent. B. Chemical Admixtures: Use admixtures according to manufacturer's written instructions. 2.5 CONCRETE MIXING A. Ready -Mixed Concrete: Measure, batch, and mix concrete materials and concrete according to ASTM C 94/C 94M. 2.6 SOIL MATERIALS A. Crushed Gravel: (Vtrons spec: 704.05 Fine) Crushed gravel for subbase shall be produced from natural gravels or crushed rock and shall be reasonably free form silt, loam, clay or organic matter. It shall be obtained from approved sources and shall meet the following grading requirements: Sieve Designation % Passing by weight 2" 100 1 90- 100 No. 4 30 - 60 No. 100 0 - 12 No. 200 0 - 6 PART 3 - EXECUTION 3.1 EXAMINATION AND PREPARATION A. Remove loose material from compacted subbase surface immediately before placing concrete. 3.2 EDGE FORMS AND SCREED CONSTRUCTION A. Set, brace, and secure edge forms, bulkheads, and intermediate screed guides to required lines, grades, and elevations. Install forms to allow continuous progress of work and so forms can remain in place at least 24 hours after concrete placement. B. Clean forms after each use and coat with form -release agent to ensure separation from concrete without damage. 3.3 JOINTS A. General: Form construction, isolation, and contraction joints and tool edges true to line, with faces perpendicular to surface plane of concrete. Construct transverse joints at right angles to centerline unless otherwise Indicated. B. Construction Joints: Set construction joints at side and end terminations of paving and at locations where paving operations are stopped for more than one-half hour unless paving terminates at isolation joints. C. Isolation Joints: Form isolotion joints of preformed jolnt-filler strips abutting concrete curbs, catch basins, manholes, inlets, structures, other fixed objects, and where indicated. D. Contraction Joints: Form weakened -plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of the concrete thickness. E. Edging: After Initial floating, tool edges of paving, gutters, curbs, and joints in concrete with an edging tool to a 1/4-inch radius. Repeat tooling of edges after applying surface finishes. Eliminate edging -tool marks on concrete surfaces. 3.4 CONCRETE PLACEMENT A. Moisten subbase to provide a uniform dampened condition at time concrete is placed. B. Comply with ACI 301 requirements for measuring, mixing, transporting, placing, and consolidating concrete. C. Deposit and spread concrete in a continuous operation between transverse joints. Do not push or drag concrete into place or use vibrators to move concrete into place. D. Screed paving surface with a straightedge and strike off. E. Commence initial floating using bull floats or darbies to impart on open -textured and uniform surface plane before excess moisture or bleed water appears on the surface. Do not further disturb concrete surfaces before beginning finishing operations or spreading surface treatments. 3.5 CONCRETE PROTECTION AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. S. Comply with ACI 306.1 for cold -weather protection. C. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, o windy conditions c moisture loss approaching 0.2 Ib/sq.r a ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or dorbying concrete but before float finishing. D. Begin -ring after finishing concrete but not before free water has disappeared from concrete surface. E. Curing Methods: Cure concrete by moisture curing, moisture - retaining -cover curing, curing compound or a combination of these. 3.6 PAVING TOLERANCES A. Comply with tolerances in ACI 117 and as follows: 1. Elevation: 3/4 inch. 2. Thickness: Plus 3/8 inch, minus 1/4 inch. 3. Surface: Gap below 10-foot-long, unleveled straightedge not to exceed 1/2 inch. 4. Joint Spacing: 3 Inches. 5. Contraction Joint Depth: Plus 1/4 inch, no minus. 6. Joint Width: Plus 1/8 inch, no minus. 3.7 REPAIRS AND PROTECTION A. Remove and replace concrete paving that is broken, damaged, or defective or that does not comply with requirements In this Section. Remove work in complete sections from joint to joint unless otherwise approved by Architect. B. Protect concrete paving from damage. Exclude traffic from paving for at least 14 days after placement. When construction traffic I. permitted, maintain paving as clean as possible by removing surface stains and spillage of materials as they occur. C. Maintain concrete paving free of stains, discoloration, dirt, and other foreign material. Sweep paving not more than two days before date scheduled for Substantial Completion inspections. CONCRETE WALKS PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Concrete Sidewalks 2. See Structural plans for concrete attached to building (new entries). PART 2 - PRODUCTS 2.01 CONCRETE A. The concrete shall have a minimum compressive strength of 4,000 psi at 28 days and shall conform to the requirements of Cast -in -Place Concrete. 2.02 ADMIXTURES A. Air -entraining admixture shall meet or exceed ASTM C260. Air content shall range from minimum of 5% to 7% maximum. 2.03 EXPANSION JOINT MATERIAL A. Expansion joint material shall be premolded bituminous filler conforming to ASTM D994. PART 3 - EXECUTION 3.01 CONCRETE SIDEWALKS A. Excavation and Foundation: Excavation shall be made to the required depth and to a width that will permit placing of bed course material and the installation and bracing of the forms. Bed course material shall be placed to the depth and section shown on the plans. When the layer required exceeds six inches, two layers of approximately equal depth shall be placed and each layer thoroughly compacted so that it is hard and unyielding. The wetting of bed course material may be required to obtain the compaction. S. Finishing: The surface shall be finished with a wooden Float. No plastering will be permitted. The edges shall be rounded with on edger having a radius of 1/4 inch. The surface of the sidewalk, after the floating and screeding process is comlet pfinished, shall be ed with a broom of a type approved by the Engineer, drawn over the surface parallel to the transverse joints. Special texturing on sidewalk ramps shall be installed in accordance with construction pion details. C. Joints: Unless otherwise indicated on the plans or directed by the Engineer, expansion joints shall be placed every 20 feet. Expansion joints shall be formed around all appurtenances such as manholes, utility poles and other obstructions extending Into and through the sidewalk. Pre -formed joint filler 1/4 inch thick shall be installed in these joints. Expansion joint filler of the thickness indicated sholl be installed between concrete sidewalks and any fixed structure such as a building or bridge. This expansion joint material shall extend for the full depth of the walk. Between the expansion joints, the sidewalk shall be divided of intervals of 5 feet by dummy joints farmed by a jointing tool or other acceptable means as directed to provide grooves approximately 1/8 inch wide and at least 1/3 of the depth. When the sidewalk is constructed next to a concrete expan- sion, joint material shall be placed between sidewalk and curb for the depth of the sidewalk. D. Curing: During the curing period all traffic, both pedestrian and vehicular, sholl be excluded. Vehicular traffic shall be excluded for such additional time as the Engineer may direct. E. Backfilling: Before the concrete has been opened to traffic, the space on each side of the sidewalk shall be backfllso to the required elevation with suitable material, firmly compacted and neatly graded. SITE ENGINEER: Yr, CIVIL ENGINEERING ASSOCIATES. INC. 10MANSFIELDWEWLANE, SOUTH BURLINGTON, VT 0540J Bats.- FAN: 90286C-tt11 -0: www.ces Hco D.- SAL cuEcxsa SAV AE-yED SAV OWNER: MAITRI HEALTH CARE FOR WOMEN 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: PARKING LOT EXPANSION 185 TILLEY DRIVE SOUTH BURLINGTON VERMONT 05403 LOCATION MAP [a APR 12 2017 SITE City of So. Burlington SPECIFICATIONS DATE DMVND NUNBEE MAR., 2017 so - AS SHOWN C3.1 PROL No. 13234 LANDSCAPE GRADING 2.3 FERTILIZER 3.6 SATISFACTORY CONDITIONS SITE ENGINEER: A. Commercial Fertilizer: Commercial -grade complete fertilizer A. Installations shall meet the following criteria as determined by r PART 1 - GENERAL of neutral character, consisting of fast- and slow -release Engineer/Owner: nitrogen, 50 percent derived from natural organic sources of 1.01 SUMMARY urea formaldehyde, phosphorous, and potassium. 1. Satisfactory Seeded Area: At end of maintenance period, a healthy, B. BSlow-Release Fertilizer: Granular or elletd fertilizer p uniform, close stand of grass has been established, free of weeds and A. Section includes: 1. consisting of 50 percent water -insoluble nitrogen, phosphorus, surface Irregulorilies, with coverage exceeding 90 percent over any 10 Finish grading; bring rough grade in areas to design and potassium. sq. it. and bare spots not exceeding 5 by 5 inches. CIVIL ENGINEERING ASSOCIATES. INC. elevations as shown on the drawings. 9 Ia MANSFIELOVIEWIANE, SOUTH &1RLMGiON, Vf 05o0.i 2. Topsoil: Work shall consist furnishing, placing and 2.4 MULCHES B. Use s ecified materials to reestablish area that do not comply with SIV- 232a AAx: eon eeszn shaping topsoil, or placing, spreading, and shaping spreading, realuirements and continue maintenance until areas are satisfactory. y. will w. c,,-w.com topsoil form stockpiles or stripped areas. A. Mulch: Provide air-dry, clean, mildew- and seed -free, hay or 3.7 CLEANUP AND PROTECTION COPvwcxt (c) 20ilRIGHTS RxIlls- PART 2 - PRODUCTS threshed straw of wheat, rye, outs, or barley. aaAn+ 2.01 TOPSOIL (OFF SITE) A. Promptly remove soil and debris, created by work. Clean wheels of B. Compost Mulch: Well -composted, stable, and weed -free vehicles before leaving site to avoid tracking soil onto roads, walks, SAL A. Topsoil shall be loose, friable, reasonably free of organic matter, pH range of 5.5 to 8; moisture content 35 to or other poved areas. admixtures of subsoil, free from refuses, stumps, roots, 55 percent by weight; 100 percent passing through 1-Inch sieve; cneczso brush, weeds, rocks, and stones 1 1/4 inch in overall soluble soft content of 2 to 5 decisiemens/m; not exceeding B. Erect temporary fencing or barricades and warning signs as required SAV dimensions. The topsoil shall also be free from any 0.5 percent inert contaminants and free of substances toxic to to protect newly planted areas from traffic. Maintain fencing and material that will prevent the formation of a suitable plantings; and as follows: barricades throughout initial maintenance period and remove after APPNavEU b seeded or prevent seed germination and plant growth. It lawn is established. SAV shall contain not less than three (3) nor more than twenty 1. Organic Matter Content: 50 to 60 percent of dry weight. (20) percent organic matter. Any material which has C. Remove nondrgradable erosion -control measures after grass OWN R: PART 3 - EXECUTION become mixed with undue amounts of subsoil during establishment period. any operation at the source or during placing or spreading will be rejected and shall be replaced by the Contractor 3.1 PREPARATION PERMANENT SEEDING with acceptable material. A. Protect structures, utilities, sidewalks, pavements, and other 1.1 Section Includes: 2.01 TOPSOIL re facilities, trees, shrubs, and plantings from damage caused MAITRI HEALTH by planting operations. A. seeding. A. Topsoil: Free of stones 2 inch or larger in any dimension 1. Furnish all labor, materials and equipment to complete CARE FOR WOMEN and other extraneous materials harmful to plant growth. 1. Protect adjacent and adjoining areas from hydroseeding and all seeding work as shown on the drawings and specified Topsoil Source: Reuse surface soil stockpiled on -site. Clean hydromulching oversproy.Protect herein. surface soil of rplants, sod, stones, clay lumps, and other grade stakes set by others until directed to remove 2.00ts, 2. Except where otherwise shown or specified, the Contractor 185 TILLEYOR/VE extraneous materials harmful to plant growth. them. Shall seed all areas where new contours ore shown on the SOUTH BURL/NGTON B. Provide erosion -control measures to prevent erosion or displacement drawings and all areas where existing ground cover has been VERMONT 05403 PART 3 -EXECUTION of soils and discharge of soil -bearing water runoff or airborne dust 99 disturbed by the Contractors operations. to adjacent properties and walkways. 1.2 SUBMITTALS 3.01 SUBGRADE PREPARATION C. Newly Graded Subgrades: Loosen subgrade to a minimum depth of 4 inches. Remove A. Product Data: For each type of product indicated. A. Clean subgrode of all stumps, stones, roots, trash or other stones larger than 2 Inches in any dimension and PI:�LI Pa"I materials which might hinder proper tillage or spreading. slicks, roots, rubbish, and other extraneous matter. 1.3 PROJECT CONDITIONS B. All surfaces which topsoils to be placed shall be 1. Apply fertilizer directly to subgrade before loosening. a. Delay mining fertilizer with planting soil if planting will not Planting Restrictions: Seeding and initial fertilizing don e g s r graded to a reasonably true surface and scarified by raking, proceed within a few days. between May 1st and September 15th unless otherwise authth orized. dishing other approved means to a minimum depth of two b. Mix lime with dry soil before mixing fertilizer, Seeding shall not be done during windy weather or when the PARKING LOT inches bea fore placing topsoil. ground is frozen, excessively wet, or otherwise untillable. If D. Finish Grading: Grade planting areas to a smooth, uniform surface seeding is done during July or August. additional mulch material EXPANSION 3.03 PLACING TOPSOIL with loose, uniformly fine texture. Grade to within plus or may be required. Coordinate planting periods with initial plane us 1 inch of finish elevation. Roll and rake, remove ridges, and maintenance periods to provide required maintenance from date A. Minimum final depth of topsoil shall be 4 inches. fill depressions to meet finish grades. Limit finish grading to areas of Substantial Completion. B. Place topsoil when seeding operations can closely follow that can be planted in the immediate future. PART 2 - PRODUCTS spreading operations. Use topsoil in relatively dry state. E. Moisten prepared areas before planting if soil is dry. Water 185 TILLEY DRIVE thoroughly and allow surface to dry before planting. Do not 2.1 SEED SOUTH BURLINGTON C. Topsoil shall be spread and shaped to the lines and grades create muddy soil. shown on the plans, or as directed by the Engineer. The A. Conservation Seed Mix: VERMONT 05403 depth stated in the contract to which the topsoil is to be F. Before planting, restore areas if eroded or otherwise disturbed Minimum Minimum placed is that required after final rolling of the material after finish grading. Kind of Seed Purity Germination Lbs/Acre has taken place. All stones, roots and debris over 1 1/4 Creeping Red Fescue 98% 85% 22.5 inch in diameter along with any sodding weeds and other 3.2 APPLICATION RATES Tall Fescue 95% 907 22.5 undesirable material shall be removed. Red Top 95% 90% 3 A. When a soil test 1s not available, the following minimum amounts Birds foot Trefoil 98% 857 9 - D. After shaping and grading, all trucks and other equipment should be applied: Annual Ryegrass 95% 85% 3 shall be excluded from the topsoiled area to prevent excessive compaction. The Contractor shall perform such 1. Agricultural limestone: 2 tons/acre. TOTAL = 60 work as required to provide a friable surface for seed 2. Nitrogen (N): 50 lbs./acre. 2.2 INORGANIC SOIL AMENDMENTS germination and plant growth prior to seeding. 3. Phosphate: 100 lbs./acre. , E. It shall be the Contractors responsibility to restore to 4. Potash: 100 lbs./acre. a. This is the equivalent of 500 lbs./ocre of 10-20-20 A. Lime: ASTM C 602, agricultural limestone containing a minimum of 85 percent calcium carbonate equivalent and r In line, grade and surface all eroded areas with approved Apr fertilizer or 1,000 lbs. acre of 5-10-10. / as follows: PRaecT; ��� !LOCATION: material and to keep topsoiled areas in acceptable condition 5. Hay mulch: 2 tons/acre. 1. Class: T. with a minimum of 99 percent p passing through _ -- until the completion of the work. No. 8 sieve and a minimum of 75 percent passing through; 3.3 SEEDING No. 60 sieve. _ TEMPORARY SEEDING A. Sow seed with spreader or seeding machine. Do not broadcast 2.3 FERTILIZER e9 1.1 Section Includes: or drop seed when wind velocity exceeds 5 mph. Evenly distribute seed by sowing equal quantities in two directions at A. Commercial Fertilizer: Commercial -grade complete fertilizer right angles to each other. of neutral character, consisting of fast- and slow -release t A. Seeding. nitrogen, 50 percent derived from natural organic sources of RL O ON 1. Furnish all labor, materials and equipment to complete 1. Do not use wet seed or seed that is moldy or otherwise damaged. urea formaldehyde, phosphorous, and potassium. all seeding work as shown on the drawings and specified 2. Do not seed against existing trees. Limit extent of seed to herein. outside edge of planting saucer. B. Slow -Release Fertilizer: Granular or pelleted fertilizer 2. Except where otherwise shown or specified, the Contractor consisting of 50 percent water -insoluble nitrogen, phosphorus, shall seed all areas where new contours are shown on the B. Rake seed lightly into top 1/8 inch of soil, roll lightly, and waterLOCATIONMAP and potassium. drawingsand oil areas where existing g ground cover has been with fine s pray - /2000 disturbed by the Contractor's operations. 2.4 MULCHES 1.2 SUBMITTALS C. Protect seeded areas with slopes exceeding 1:3 with erosion -control A. Mulch: Provide air-dry, clean, mildew- and seed -free, hay or sane . blankets installed and stapled according to manufacturers written instructions. threshed straw of wheat, rye, oats, or barley. A. Product Data: For each type of product indicated. n,"TAi D. Protect seeded areas from hot, dry weather or drying winds by B. Compost Mulch: Well -composted, stable, and weed -free 1.3 PROJECT CONDITIONS applying mulch within 24 hours after completing seeding operations. organic matter, pH range of 5.5 to 8; moisture content 35 to 55 by weight; 100 through 1-inch Soak areas, scatter mulch uniformly to a depth of 3/16 inch, and percent percent passing sieve; soluble salt content of 2 to 5 decisiemens/m; not exceeding --- PlantingRestrictions: Seeding and initial fertilizing shall be done 9 9 roll surface smooth. percent inert ants and tree of substances toxic to - - - - - - - between May 1st and September i unless otherwise authorized. plantings; and as follows: plantings; follows: in 3.4 HYDROSEEDING Seeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. If seeding is done during July or August, additional mulch material A. Hydroseeding: Mix specified seed, fertilizer, and fiber mulch in 1. Organic Matter Content: 50 to 60 percent of dry weight. may be required. Coordinate planting periods with initial water, using equipment specifically designed for hydroseed application. e e maintenance periods to provide required maintenance from date Continue mixing until uniformly blended into homogeneous slurry V - -- of Substantial Completion. suitable for hydraulic application. PART 2 - PRODUCTS 1. Mix slurry with fiber -mulch manufacturers recommended tackifier. 2. Apply slurry uniformly to all rates to be seeded in o one-step 2.1 SEED APR 12 20 i slurryso deposited at not than 1500 dry weight, and seed SITE A. Conservation Seed Mix: component is deposited at not less than the specified Minimum Minimum seed -sowing rate. SPECIFICATIONS Kind of Seed Purity Germination Lbs/Acre 3.5 MAINTENANCE City of So. Burlington Creeping Red Fescue 98% 85% 22.5 Tall Fescue 95% 90% 22.5 A. Maintain and establish seeding by watering, fertilizing, weeding, mowing, Red Top 95% 90% 3 trimming, replanting, and other operations. Roll, regrade, and replant Birds foot Trefoil 98% 85% 9 bare or eroded areas and remulch to produce a uniformly smooth lawn. Annual Ryegrass 95% 85% 3 Provide materials and installation the same as those used in the original TOTAL = 60 installation. sets uNnzwu nuxxes 1. In areas where mulch has been disturbed by wind or maintenance 2.2 INORGANIC SOIL AMENDMENTS operations, add new mulch and anchor as required to prevent displacement. MAR., 2017 A. Lime: ASTM C 602, agricultural limestone containing a 2. Begin maintenance immediately after each area is planted and continue minimum of 85 percent calcium carbonate equivalent and until acceptable lawn is established, but for not less than the following scaEe aslass:follows: pa. 1. Class: T. with a minimum of 99 percent passing through Se: a. Seeded Areas: 90 days from date of Substantial Completion. ASSHOWN C3.2 No. 8 sieve and a minimum of 75 percent passing through b. When initial maintenance period has not elapsed before end of o. 60 sieve. planting season, or if seeding is not fully established, continue P- No. maintenance during next planting season. 13234 r y \I i J59.4 � y 611 EXIST -- _� PAVEMENT 4' LM 4. M 95D6 I N 0' 3503^� 349.E STEXIST.10C11 PAVEMENT SST ".. i v N p J49 I N PAVEMENT 3 � Y' W T-ULMa Pn BIRD T CLUSTER ��-3 .2 4 .-351.1 II &PHYOPVcG' I � 6'OBIRGH CLUSTER `� IN nJ H �9 4QlLUSTER LusreR. i 2'MAPLE I � 9T C — JD 351 349.. N � ' w- wFRA — w I Planting Schedule 0 NEVER CUT MAIN LEADER RUBBER HOSE & 12 GA. WIRE TQ' WOOD STAKE TREE WRAP (FALL SEASON ONLY) REMOVE TOP 50% OF BURLAP & TWINE AND WIRE CAGE SOIL BACKFILL DRIVE STAKE 12" BELOW BOTTOM OF TREE PIT ---- NOTE THE WIRE & HOSE SET-UP LENGTH OF HOSE USED MUSTBE LARGER THAN THE CIRCUMFERENCE OF THE TREE TRUNK. BALL DIAMETER TO COMPLY V V WITH MIN. GUIDELINESAS TWiCE THE WIDTH OF ROOT BALL , SET FORTH BY THE ,( j AMERICAN STANDARDS FOR NURSERY STOCK LATEST NOTES EDITION T-7ROVIDE MULCHED CIRCULAR SAUCER FOR INDIVIDUAL PLANTS. 2. PROVIDE FIRM WELL PROPORTIONED ROOTBALLS. CRACKED OR MUSHROOMED ROOTBALLS ARE NOT ACCEPTABLE. 3, THE 1ST ORDER LATERAL ROOTS ARE TO BE PARTIALLY EXPOSED PRIORTODIGGING. DIG PLANTS SO THAT BURLAP RESTS ON NO MORE THAN i' OF SOIL ABOVE THE 1 ST ORDER LATERAL ROOTS. v1 0 20 40 60 80 FT Count ID Common Name Scientific Name Unit Mature Height Mature Spread Note: Thirty five (35) additional parking spaces. Trees Seven (7) shade trees proposed around new parking lot. 2 ACErub'Sun' Red Sunset Red Maple Acer rubrum'Red Sunset' 2.5-3" 45 -50 ft 35 - 50 ft 4 QUErub Pin Oak Quercus palustris 2.5-3" 35 - 50 ft > 35 ft Estimated Value of Parkin Addition is $120,000 g 2 ULMame'Pri' Princeton Elm Ulmus americana'Princeton' 2.5-3" 50 - 80 ft > 35 ft Required value of landscape improvement is $3,600 Shrubs Estimated value of proposed improvement is $7,544 6 PHYopu'CG' Center Glow Ninebark Physocarpus opulifolius 'Center Glow' #3 6 - 8 ft 6 - 8 ft 4 RHUaro'GL' Gro-Low Fragrant Sumac Rhus aromatica'Gro-Low' #3 24 - 30 in. 4 - 7 ft COVER TOP OF BALL WITH PLANTING MIXTURE. DO NOT COVER TRUNK, MULCH FORMED IN CIRCULAR SAUCER FINISH GRADE FIRM WELL PROPORTIONED BALL. CRACKED OR MUSHROOMED BALLS ARE NOT ACCEPTABLE. r m m m O N COO I � M C L Y OCU to O r C .a N d C O rn RO 10 EL i1 Y OF MULCH CO U CHAWAY FROM TRUNK C E J 0 Co ADE C O 0 It n C � t7 O n U HOLE SHALL BE APPROX. lL > C :DIAMETER OFTHEROOTBALL 0 Y0 LICABLE. J m 0) = —_ C ._ 3 Y — m IF BURLAP f6 00 OF BALLED AND d N REMOVE JNER OR PEAT IER BROWN OR SCARIFY S OF CONTAINER u NTS. 4) d C d Jr G7 ' y U o RECEIVED 0 � o ' APR 12 2017 fQ. L/�o I� G JLJ � N 3 City of So. Burlingtono AO3 iO Y O N � t N V �e o I,V 0 0 M W — al II�� May 23, 2017 Re: #SP-17-21 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) mnnthc If you have any questions, please contact me. Sincerely, Riyv)ond J. Bel it Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7016 3010 0001 1194 1757 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com ray From: Terry Francis Sent: Friday, April 28, 2017 3:36 PM To: ray Subject: 185 Tilley Dr Ray I have had several mtgs/discussions with this client. The plans currently under review reflects changes to our areas of concerns for apparatus access. These include restricting parcking to compact vehicles at choke points and installing mountable curb on the south end island ray From: Dave Wheeler Sent: Thursday, May 11, 2017 9:03 AM To: ray Subject: RE: Matri Health Care Plans Review Ray, The Stormwater Section has reviewed the "Maitri Health Care for Women — Parking Lot Expansion" site plan prepared by Civil Engineering Associates, Inc., dated March, 2017 and last updated on 4/10/17. We would like to offer the following comments: 1. This project is located in both the Potash Brook and watershed. This watershed is listed as stormwater impaired by the State of Vermont Department of Environmental Conservation (DEC). As the property is already covered under an existing stormwater permit, the applicant will require an amended stormwater permit from the Vermont DEC Stormwater Division. 2. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance infrastructure. Thank you for the opportunity to comment, Dave David P. Wheekr Ass6tant Stofmwater Superintendent Departm ent c f Pu bIk 1,X o6:z, City of South BuAmgton (8 ) 6 8-7 961 at. 6113 Notice -Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning Citv business, concerning a City official or staff, m containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify its immediately by return email. Thank you for your cooperation. From: ray Sent: Tuesday, May 09, 2017 9:27 AM To: Craig Lambert <clambert@sburl.com>; Dave Wheeler <dwheeler@sburl.com> Subject: RE: Matri Health Care Plans Review They were delivered to public works on April 17th. See Dave, I believe he still has the plans. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. if you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Craig lambert Sent: Tuesday, May 09, 2017 9:25 AM To: ray <ray@sburl.com>; Dave Wheeler <dwheeler@sburl.com> Subject: RE: Matri Health Care Plans Review I don't believe I've seen the plans Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam berto)sburl.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: ray Sent: Tuesday, May 09, 2017 8:30 AM To: Dave Wheeler <dwheeler@sburl.com>; Craig Lambert <clambert@sburl.com> Subject: RE: Matri Health Care Plans Review No, let's wait until later in the week in the hopes that you will hear back from their engineer. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburi.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify its immediately by return email. Thank you for your cooperation. From: Dave Wheeler Sent: Tuesday, May 09, 2017 8:13 AM To: ray <ray@sburl.com>; Craig Lambert <clambert@sburl.com> Subject: RE: Matri Health Care Plans Review Ray, I sent a few questions to their engineer and am waiting for a response, but otherwise have comments drafted if you need them. Dave nail P-111eekr Mart Stormwater Supefintendent Department of Publ2c Workks CAN., of South Busfirtuton Ext- 6113 Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: ray Sent: Tuesday, May 09, 2017 8:11 AM To: Dave Wheeler <dwheeler@sburl.com>; Craig Lambert <clambert@sburl.com> Subject: Matri Health Care Plans Review Dave & Craig, What is the status of your review on the Matri Health Care parking lot expansion? Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburi.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. Matri Health Care Destefano Landscaping 5/11/17 • Recommend substitute for Pin Oak. Soils in this area of the city tend to be neutral to slightly alkaline and Pin Oak requires acidic soils to prevent iron deficiency. Possible substitutes Swamp White Oak, Burr Oak, Northern Red Oak • Specify that new planting islands be be filled with planting soil to a depth of 2.5 ft to provide soil volume to support tree growth Ar southburlington PLANNING & ZONING Permit Number SP- - office use only APPLICATION FOR SITE PLAN REVIEW ❑Administrative M Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1.OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Eastern View, LLC 185 Tilley Drive, Suite 3, South Burlington, VT, 05403 802-862-7338 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Bk: 822 Pg:700-703 3. APPLICANT (Name, mailing address, phone and fax #): Maitri Health Care for Women c/o Derek Poirier 185 Tilley Drive, Suite 3, South Burlington, VT, 05403, 802-862-7338 x115 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Derek Poirier 185 Tilley Drive, Suite 3, South Burlington, VT, 05403 802-862-7338 x115 4a. CONTACT EMAIL ADDRESS:: dpoirier@maitriobgyn.com 5. PROJECT STREET ADDRESS: 185 Tilley Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1718-00185 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION General project description (explain what you want approval for): The applicant is proposing a parking lot expansion project. Currently on site there are 50 parking spaces. It is being proposing to expand this to 85 parking spaces. The proposed project will use the existing curb cut and drive, and maintain the existing 50 parking spaces. A curb will be moved for additional parking area. b. Existing Uses on Property (including description and size of each separate use): The Maitri building is a health care facility specializing in women's services. When the building was originally designed the parking met the parking requirements, but the building recieves more traffic than originally anticipated. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): No change in use proposed. d. Total building square footage on property (proposed buildings and existing buildings to remain): 10,725± SF building to remain on site, no changes proposed. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Existing building is a single story, 14' high office building. £ Number of residential units (if applicable, new units and existing units to remain): No residential units. g. Number of employees (existing and proposed, note office versus non -office employees): No change in number of employees is proposed h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): The subject property is located in the Transit Overlav District (TO). Site Plan Application Form. Rev. 12-2011 J � 1 8. LOT COVERAGE Total Parcel Size: 182,952± Sq. Ft. a. Building: Existing 6.1 % / 10,725± sq. ft. Proposed 6.1 % / 10,725± sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 23.7 % / 43,360± sq. ft. Proposed 29.2 —%/ 53,422± sq. ft. c. Front yard (along each street) Existing 9.6 % / 17,563± sq. ft. Proposed 18.0 % / 32,931 ± sq. ft. d. Total area to be disturbed during construction (sq. ft.) 30.500 ± * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): b. Landscaping: $0 $ 7,544 c. Other site improvements (please list with cost): Additional Parking Spaces, stormwater improvements, and site work. $120,000 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (in and out): 100in / 100out: No Cha 11. PEAK HOURS OF OPERATION: 8am - 5pm: No change 12. PEAK DAYS OF OPERATION: Monday - Friday: No change 13. ESTIMATED PROJECT COMPLETION DATE: Fall 2017 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (I V x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City the time of submitting the site plan application in accordance with the city's fee schedule. ' Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge r ; SIGNATURE OF APPLICANT eve SICUTATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: n The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 8 79-56 76 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 } CINAL E! IGAI IEEitll Ir 10 Mansfield View Lane South Burlington, VT 05403 April 10`h, 2017 Mr. Ray Belair, Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 Re: Maitri Health Care — Parking Lot Expansion 185 Tilley Drive, South Burlington, Vermont Site Plan Permit Application Dear Mr. Belair: A:J!So JCIArEJ. I, IC. Phone: 802-864-2323 Fax: 802-86'4-2271 E-Mail: mail@cea-vtxom As per our discussion, please find attached site plans, a completed Site Plan Permit application, and supporting information for the proposed parking lot expansion project at Maitri Health Care Facility that provides 35 additional parking spaces to the existing parking lot. Existing Conditions The Maitri Health Care facility is an existing single -story structure that provides health care services to women. When the building was originally constructed in 2008, the parking lot was constructed with 50 parking spaces, and at the time this met the parking requirements for the City of South Burlington. Today, the facility receives more vehicles than originally anticipated and does not have the capacity to meet the sites parking demands. Historically, parking deficiencies and conflicts with emergency vehicles have been noted at the main access at Tilley Drive and with circulation of the parking field where users are parking along the shoulder of the traveled way. In discussions with the owner the parking deficiency appears to be caused by many families taking two vehicles to the facilities for appointments as most are scheduled in the middle of the work day, with each partner arriving from a separate departure point. This is the main contributing factor to the parking issue. Proposed Parking Expansion The project is proposing to increase the parking facilities to 85 total parking spaces with an increase of 35 spaces onsite. The sites original parking design did accommodated emergency access, but with limited designated spaces unauthorized parking has been occurring in the travel ways. Obstruction of the primary ingress and egress, and circulation for emergency vehicles is to be resolved as part of this application. No changes are proposed to the existing curb cut or driveway along Tilley Drive, and no changes are proposed internally to the existing parking field. To provide the new parking spaces a portion of curb will be removed at the southern end of the lot, to expand new parking to the south. The current design and turning radius will be reused in this extended parking area, but moved to the south to allow for the expansion of 25 spaces. The remaining 10 parking spaces proposed are to be located at the northwest corner of the property between the existing parking lot to the north, and access drive. Stormwater The proposed project is required to seek an amendment to the existing State of Vermont Operational Stormwater permit to treat and detain the increase in runoff for the 35 new parking spaces. To meet the pretreatment requirements a new drainage manhole is proposed in -line with the existing pretreatment tank. Additionally to mitigate larger storm events the existing Stormwater detention pond is proposed to be expanded as shown on the site plans, with no changes to the existing outlet structures. Landscaping The project will require new landscaping to meet the requirements set forth in the City of South Burlington's Land development Regulations. To meet these requirements a Proposed Landscaping Plan prepared by di Stefano Landscaping dated 3-24-17. This plan replaces the trees removed as part of the expansion and adds additional landscaping to meet Section 13.06. Lighting The new parking area proposes no new overhead lighting but does propose the relocation of existing light pedestals along the pedestrian walkway. These relocated pedestals provide minimal lighting to help provide security along the face of the building after business hours. If you should have any questions or need any additional information, please feel free to contact me at jlarose(dcea-vt.com or 864-2323 x306. Respectfully, J 4 ues arose Staff gineer Enclosures: Site Plan Application Application Fee ($288) (3) Full Size, (1) Reduced, and digital copy of plans cc: Maitri Health Care (l 1x17 plans) CEA File— 13234 (1 N17 plans) P:\AutoCADD Projects\2013\13234\3-Penmitting\1-Local Applications\Cover Letter Ray Blair.doc ray From: Terry Francis Sent: Friday, April 28, 2017 3:36 PM To: ray Subject: 185 Tilley Dr Ray I have had several mtgs/discussions with this client. The plans currently under review reflects changes to our areas of concerns for apparatus access. These include restricting parcking to compact vehicles at choke points and installing mountable curb on the south end island Eastern View, LLC Adjoiner List 2016-2017 SUBJECT ID OWNER OF RECORD 1718-00185 Eastern View, LLC 185 Tilley Drive, Unit 3 South Burlington, VT 05403 PARCEL ID OWNER OF RECORD 1718-00192 Pizzagalli Properties, LLC 462 Shelburne Road, Suite 101 Burlington, VT 05401 0860-RR750-L Pizzagalli Properties, LLC 462 Shelburne Road, Suite 101 Burlington, Vermont 05401 1718-00192 Pizzagalli Properties, LLC 462 Shelburne Road, Suite 101 Burlington, VT 05401 1718-00118 Pizzagalli Properties, LLC 462 Shelburne Road, Suite 101 Burlington, VT 05401 PROPERTY LOCATION 185 Tilley Drive PROPERTY LOCATION 47 Tilley Drive 750 Hinesburg Road 192 Tilley Drive 118 Tilley Drive 1 SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864.4361 Fax: (802) 864-0435 www.southburlingtonvt.govoffice2.com March 24, 2010 Hainlin Consulting Engineers, Inc. Mr. Jeffrey Kershner P.O. Box 9 EssexQQJct. VT 05453 RE Tilley Drive, Lot 1 Dear Mr. Kershner: The Champlain Water District. Specifications And Details For The Installation Of Water Lines And Appurtenances requires that Water System As-Builts be prepared and submitted to the CWD Retail Superintendent at the completion of the water system construction. The applicant/developer is responsible for any necessary repairs or corrections as part of the project warranty until the water system improvements are deeded to the municipal water system. At the end of the warranty period and prior to acceptance, an inspection will be performed by the CWD Retail Department to develop. a punch list of deficiencies pertaining to the water system. .Ownership, asdetermined in the plan review process by the appropriate water system shall not take place until all deficiencies have been corrected. We have received a copy of the As-Builts for the above referenced project and performed an inspection on the area within those plans. We inspected the following infrastructure items during the course of our inspection: 1. Valves, hydrants, and curb stops accessible and operating properly. 2. Valves boxes and covers set plumb and at proper elevations. 3. Proper hydrant opening direction, nozzle thread, and barrel color. 4. Proper distance from the face of the curb of hydrant nozzles. 5. Curb boxes inside the ROW, set to grade, plumb, with operating rod. 6... Tie information and record drawings complete and submitted. 7. . Material testing results. Lab reports, and leakage test results complete and on file. $•. Service connections on lots that have had construction completed 9. General appearance. 10. Submittal of As-Builts in hardcopy format and Auto-CAD.DWG Version 14 format or newer.. The South Burlington Water Department finds the water infrastructure for the above referenced location was constructed in general conformance of the previously approved plans and specifications; and that current conditions are acceptable to this department, with the following exceptions: ■ . A hydrant flag must be installed on the fire hydrant within this project. ■ Submittal of As-Builts in Auto-CAD.DWG Version 14 format or newer on CD. The floppy disc you sent is no longer compatible with our computer system. If you have any questions or I can be of further assistance, please do not hesitate to call me.. Sincerely, South urlingt n Water Department Jay adeau . Superintendent CC: Ray Belair Justin Rabidoux J southburfin to PLANNING & ZONING October 16, 2008 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: Site Plan Application #SP-08-95, 185 Tilley Drive. Dear Mr. Bouchard: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer on October 16, 2008 (effective October 16, 2008). Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Site Plan Application 4 L0,12 _P Permit Number SP- do - APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): Eastern View, LLC, 185 Tilley Drive, South Burlington, VT 05403 Attn• Dr. Julia Brock Tel# 862-7714 Fax# 86 -8411 2. LOCATION OF LAST RECORDED DEED (Book and page #):'�oo 1?22 ' 00-'703 3. APPLICANT (Name, mailing address, phone and fax #): Pizzagalli Properties, LLC 50 Joy Drive, South Burlington, VT 05403 Tel# 660-6805 Fax# 660-6868 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Robert Bouchard - Pizzagalli Properties, LLC 50 Joy Drive, South Burlington, VT 05403 Tel# 660-6805 Fax# 660-6868 a. Contact e-mail address: Bbouchard@pizzagalliproperties . com 5. PROJECT STREET ADDRESS: 185 Tilley Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0860-RR750 7. PROJECT DESCRIPTION a. General project description: Applicant is requesting an administrative amendment to our originally approved site plan to relocate the electrical transformer and add a landscape patio. Site Plan Application b. Existing Uses on Property (including description and size of each separate use): Single story, 10,000 square foot medical office building with 50 parking spaces located on a 4.01 acre lot (Lot 1). c. Proposed Uses on property (include description and size of each new use and existing uses to remain): No change . d. Total building square footage on property (proposed buildings and existing buildings to remain): No change . e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 14' one floor f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): Approximately 25 employees. Number of company vehicles unknown. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): This is a request for administrative approval to amend the existing site plan for 185 Tilley Drive to relocate the electrical transformer and install a patio/outdoor seatina area. 8. LOT COVERAGE Total Parcel Size: 174, 675 a. Building: Existing 5 •7 % Proposed 5.7 % / / 10,125 10,125 Sq. Ft. sq. ft. sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 22.9 %/ 40,000 sq. ft. Proposed 23 .7 % / 41,398 sq. ft. c. Front yard (along each street) Existing 5.9 % / 3,494 sq. ft. Proposed 5-9 % 3,494 sq. ft. 2 Site Plan Application d. Total area to be disturbed during construction (sq. ft.) 87,120 No new disturbance. * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 1,430, 000 b. Landscaping: $ 21,800 c. Other site improvements (please list with cost): Grading, parking lot, utilities, exterior lighting, etc. $320,000. 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out) b. A.M. Peak hour for entire property (in and out) c. P.M. Peak hour for entire property (In and out) 100 in, 100 out 21 in, 5 out 10 in, 28 out 11. PEAK HOURS OF OPERATION: 8:00 a.m. - 5:00 p.m. 12. PEAK DAYS OF OPERATION: Monday - Friday 13. ESTIMATED PROJECT COMPLETION DATE: June 30, 2008 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) Lot #1 (185 Tilley Drive) is abutted to the north, south, east and west by lands owned by Pizzagalli Properties, LLC, 50 Joy Drive, South Burlington, VT 05403. 3 Site Plan Application I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. 63 SIGNATURE OF APPLICANT OPERTY OWNER Do not write below this line Dr. Julia Brock PRINT NAME DATE OF SUBMISSION: REVIEW AUTHORITY: El Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: ❑ Complete Cl Incomplete I)F) � vc�� Djrector of Planning & Zoning or Designee I/ V � 14) ep r I r IFY VIGSAFrAT 1-BEO-3444--7233 PR OR TO SHAM TANYIXCAVATION PROPEIZ`TIES, LLC+, 1 AT LOUTIpLS WI11GM MAY DE IN THE IMMEDIATE T 1V' S TMRuS\T I / I i. /l 1 J A \ \ fTTlj• VIEN OFFK4 PARK 1 VICINITY OF UNDERGROUND UTIUTIE5. \ LOT 2, 31.74 AC. 1 I PlEXAGALU P100PlRTIlS LLC N/F I 0' x SO' SORY3 aw.0060 FT CAP END Of .Ei I 1 y ' 1 I i0' EASEI'IEHT - - - -/ - - � �-••• � \ I 1 I \ TF) LOT 2 I I I \ I FOR / 1 / E / INTERSTATE/OF - l l I l i/ \I HOW GATE VALE -WENT \ I I •\ I . 1 � \ \ IL/ / , // ��ps..L�,� 1 • I 1 I I - Ilpp I t I I \ \ ! . / ! / / /� j ; ( I I I 1 I / 3 f/ .} l • 3 1 �i� I II I TANK=J aEEADETAIL FIEMATON 1 CLAss u NCTLANDa I m-3Wp.a3W xT.m I I S• IIN N-341.Ti 1 1 { ; R• Ni. aur.3a.T5 .•. m ,o. .e. I I• \-! / 1 1 /, I I I 1 _-._ --- Nfw CB /PliiwwLu pRwERrIEs LL\__.- '') •. . nTN.LOTE/c11, 4,01 ^C. J SEW IIS".0244 W HOPE 1 I I I I I s o a T r, New I 1 , I / I� DE 1/ARD / / i // . I I I I I f _- 1 s-o wrnq fi ,I r:-� �I \ N� � TER I (1 NEWERT�roD.Ll 1 I Teo TRl\\��,, EF DErrp`11 34 / / / I _ _ _ �•/f1Y�I I I f - --- - ----- \� \ \ \ `�\ - - 1 ice, m .. n�,, h3<�- / NEW STdu 7-1 / I {� 37.5 1-4 / / � / � I r '\ � Nt HnfxzANr A sFl rt•Ls- °Tll MTAL ;r, - _ / cB {\ \ \ \ \� NEW ao,4'IV HDPC 1 1 \ 1 .rilfT f / NBW04LL.OI I ! I I / / -� - . i421' • 3 w u, HANDICAP RAMPS NEw CEnEHY \ I 1 • \ \ caNCRErE SIDEWALK \ 1 I / \ W��d I I \ \IS ONE Q/TFA41 P.V\ I I \\\ I I I I I ♦\\\ \\\\ \ \ \ \ I ��� � J\ /\ \\ I \ \ \\ .v+a >a PfTE CMxD I I\ 1 I 1 1 I ♦\\\ \ \ \\\\`\\ \ 10,688 5F FF - 350.00 3so I 1 \ \ \ 1 \\ \\ ►ATID AREA _ H sga�Ne \\ � � \ \\ \ III I \\ 1 1\ \ \ 1 \ b New i• x x' MR as vYc I I { \ 1 I 1 \\\\ \ \\ \\ \ \ \ \ \ \ Ew i• 4 62 .I. 5-O.g11 R./FT. wArER aeRVKY 1 1 \ \ \ \ \ \ \ \ \ 1\ \ \ \ NEW lr HOPE I I I $.0.02LI fT. P\RO✓ { I {i' Ny.. 1. \ \\ \ \ I 1�y- /. \ \ \ I I ,. I / { DT TqN INF I CONS�T IUCTKNIDED 1 1 { \ \ \ \ � \ \ ♦ � � • / / / \ \ { I / AH9�n APPRDgrurE I I w 1 I 1 1 \\\ � W5' I / \ .I I �'-• i i• INv. - 34i I I 1 1 \ \\ \\ \ i , /! / / \ \ PI I I I 1 "w' \• Nv. 1sDn I (ti Y 1 I J I \\ 1 // (APPROiIEIWIiE L0.'ATIo.SERVICE N I I 1 l _� _ _ _ - - NEW CLEAN pR I I lL�� \\ � \�/ � -/' \. % '�{c•I.1Y/�-'QtJ�,� I / ,! / NEW TYPE I i C _ - - _ - _ _ _ - - - / 1 .. _ ....... % 1 • / I .; 1 y �_ / / - STONE ALL PAD / - I I ( / / // -NCH SMH•I )SIGNx --_-___---- --_ /, -___- -- • `�_ / ( \NCH s'Ct 521$I. � �--.---elf / \ TERLNCITO p� _�� _ / •' _ Ma1MTED, N:�D[TAIL �j}� -. - - - _ - _ _ _ - _ _ - - - No. SHIM �450- r - \ / oooFFT n r ti M •? •Y,a REFWJE cfnTING ENDCAPM THRUST BLOCK .RIND CONNEC IXI TO STING WATER SERVICI-ICE S T.Gry CONNECT NEW I STINWATERLINE WITH NET ♦V S EKE TAlP D VALVE, SEE DETAIL iN S IXISTING CURB CUT TO DE CLOSED TILLEY DRIVE o -_o e U 0 e • • 0 WARIING FATALLY TOXIC GA55E5 MAY BE FOOT -SENT IN UNDERGROUND PIPING SYSTEMS AND WASTE SYSTEM 5TKUCTURE5. DRAINAGE INFORMATION NEW CD•I It- 0 5' NV. N•542.q R- Nv. OUT•1422T NEW CDF2 RInONV OR 5' INV. N ON(CBCBR!)•312.a2 5' NV •4)•942.i0 542.YW NEW CD•3 RIM.SW> M 5' INV. OUT•345.H NEW CBN alrl-3so.RW 5• NV. K- OWN. OVT•3K.TI NEW C9E5 Rln-YA.R6 5- W. OUT-S .% NEW CB•G 35e.5T 5• Nv. ovr-n3.42 PROJECT STATISTICS LOT SIZE BUILDING COVERAGE PARKING L DROVE COVERAGE SIDELALK COVERAGE TOTAL LOT COVERAGE FRONT YARD SIZE TOTAL FRONT YARD COVERAGE ZONING DISTRACT, INDUSTRIAL L OPEN SPACE PROPOSED PARKING SPACES ® RECORD DRAWING Td'1 _ T,3AR ELEV.. 349.a9 (U.S.G.S. DATIRT 5EHER INFORMATION NEW SHHOH RI -l.TAO i' INV. IN-W.a0 L' DROP INV. N.Sum L' INV. OUT-33L.T0 NEW SMN•2 RIM-35e 5 e• INv. ouT•35o.ao Dr i OF e AREA(AL) TOTAL -- -ALLG'HLB 4.01 1-0 0.25 6.2 40 O 0L5 K 2 0.05 3 0 23.7 70.0 0.34 00.0 O02 5.11 30O 50 NOTES I. TOPOGRAPRT ON lOT I IS BASED ON TOPOGRAPHC SURVEYS PERFORMED ,N WAY ?00T BY DONALD L. HAMLN COWSULTING ENGINECRS, M. 2. TILLEY DROVE UTILITY LOCAT ONS SHOWN N ON THIS 0-1 ARE BASED ON A PLAN ENTITLED TILLEY 11 SUBDIVSOON, ROADWAY PUN VIEW', SHEET e2 DATED OXX✓OW AND LAST REVFJED 04/WNS, PREPARED BY DONALD L NAMLIN COHISULTING ENGINEERS, INC. 3. ELEVATR ARE BASED ON USGS DATLM T/ EN PROM A 80"HARK AT TIE --EST CORNER OF THE NEW ENGLAND TELEPHONE PROPERTY LOCATED ACROSS INTERSTATE e'1 FROM THE TILLEY PROPERTY. BENCH OAM ELEVATION WAS OBTAINED FROH -ED KOERNFR, P.E., BUWLINGYOM, VERTONT. x. ALL WATER LINE AND RELATED WORK TO be PDfFORFED IN ACCORDANCE wITN TILE . FOR rT .vs1aWD. DATE oaozDr aE1nsEDulR,rrcors,cLEranaNs �y sa CUNT PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 PaoxcT nne MOUNTAIN VIEW OFFICE PARK LOT 1 SITE DEVELOPMENT SITE PLAN WWWIIIIEII A�,t� °v-ve,�•,o MRM/BFO L{7nald I amlin � .1��•�- o-,,ts,s• NVParC utngno, seelrH, uaPKSOL _1_1 sInlgnn 901E WW,:/ I\wa 3.-� 196' fCo S-1 5 l l / I 1-OBO.394-T233 FRIOK TO AIN'T E%CAVATON FATALLY TO%IC GA55E5 MAY BE PRES[N' ,INSTALL SLOPE\ STABILIZATION IF IC, I ) / 1 I AT LOCATIONS NrnCM MAY BE IN THE IMMEDIATE IN UNDERGROUND PI%NG 5v5T[MS / NORTH AMERICAN GRE S 150 / / / ) I \\ \ I 1 I ` , VICINITY OF UNDERGROUND UTILITIES. AND WASTE SYSTEM STRUCTURES. APPROF(ED IT Rp51011 CON— nEA5URE5 ON ACCORWNCE WR11 THIS DEWATERCONTRA4T SHALL IIpLEFIENT ING NOTES: EROSION CONTROL NOTES: A: ,�4. wATER FROn TREI-HES AND EKCAVATIQB SIULL BE DISPOSED OF ON SUCH A MANNER ASTHE E HILL NOT CAUSE NAMY TO %UBLC HEALTH NOR TO PUBLIC OR PRIVATE PROPERTYNY WG NDR TO PLAN AND WE'2VEIL T STANDARDS AND SPECIFICATIONS FOR ERM1M PREVENTION WORK COMPLETED M IN PROGRESS, NOR TO SURFACE OF HGH•NAYS, NOR CAUSE AAND SEDIMENT CONTROL'. INTERFERENCE MTN THE USE OF SAME BY THE PUBLIC. QQ I THE CONTRACTOR SMALL MINIMIZE THE LIMITS AND DURATION OF DISTURBED AREAS. THE NO SILTY, BRACKISH, OR TURBID WATER FRO, TRENCRES AND/OR EXCAVATIONS SHALL BE rAXIVM AREA OF DISTURBANCE AT ANT ONE TIME SHALL SE 5 AQtES. ALL DISTURBED ALLMED TO DISCHARGE DIRECTLY TO A STREAM, WETLAND, OR NATURAL DRAINAGE COURSE AREAS SHALL BE PROTECTED AND PROMPTLY STABILIZED AS SOON AS P055OBLE1 GENERALLY I I I I LEADING TO A STREAM. MUTER SHALL BE DISCHARGED INTO EITHER A TEMPORARY MITIKN m NDAIt5. SLOPES SHALL BE TRICKED WITH CONSTRUCTION EQUIPMENT SUCH THAT SEDIMENTATION BASIN OR INTO A DEWATERING DISCHARGE AREA SURROIIRDED BY EROSION THE TRACKS CREATE GRO—ES PERPENDICULAR TO THE SLOPE DIRECTION, ALL AREAS OF CONY FENCE, AS APPIOMEO BT THE ENGINEER. DISTURBANCE MUST HAVE TEMPORARY OR PERMAHENr STABLIZATKN WITHIN M DAYS OF THE _ INITIAL \ I DISTURdUKETYRE, . AFTER TONS E, ANT DISTURBANCE ONAR THE EA MIST BE MNERE R IS DETERMINED THAT THE DEWATERING OPERATIONS CREATES OR S LIKELT TO STABILIZE AT THE END OF EACH NORK DAY, WITH THE FOLLOWING E%CEPTIOS, CREATE TURBID STREAM CONNTI MM, THE CONTRACTOR WILL BE REQUIRE TO FVRTHER OETMN THE TRENCH EIRCAVATION WATER IN TEMPORARY SEDIMENTATION BASINS, EMPLOY THE A) STABLWTOM IS NOT REWIRED IF WORK S TO CONTINUE N THE AREA MWN THE \ \ / I / / / / .- —X I I• USE OF 'DIRT BAGS'. M AN ALTERNATE METHOD ACCEPTABLE TO THE ENGINEER. NEXT 29 HOURS AND THERE S W PRECIPITATION FORECAST FOR THE HEXT ON HOURS. 1 I I I B) STABILZATION IS HOT REWIRE E THE NOOK S OCCURRING IN A SELF-CONTAINED WHERE MHATER.- �I. ( \.. I I I SINALL BE SAnPLE ADRTEST[D FOR TURBIpTT NNTKONS RESULT IN ACCORDANC NWe TN TIE APPOIME SO WE E FOUNDATION DRC.AVO Wr UTLETILITY TRENCH HOW A DEPTHOP 2 FEET ON GREATER (E.G. HOSE / \ y�/ ! /.. .•.. .. (ML I I I MOMTMING PLAN. ALL DISTURBED AREAS ON THE SITE SHALL BE STABILIZED PRIM TO OCTOBER S. SEEDING UPON COMPLETION OF co1LSTRUC'TIOH ALL TBM'ORART SEDIMENTATION BASINS AND AND IILCHING OPERATIONS SHALL BE COPLETE BT SEPTEMBER B TO ENSURE VEGETATIVE DEWATERING AREAS SHALL BE RESTORED TO ORIGINAL CONDITIONS. COVER PRXM TO MTCBER M. ANY SOIL DSTWBANCE BETWEEN OCTCBER B AND MAT I STONE CHECK DAM, \ I I I I •M_ a4 I',UST BE AUTHORIZED BY THE W DEPARTMENT OF ENVIRONMENTAL CONSERVATION ARID 5EE DETAIL (TYPICAL) \ 1 \ I SAMPLING PROCEDURES: PERFORMED IN ACCORDANCE MTH THE APPROVE WINTER CONSTRUCTION EROSION 1. A TURBIDITY SAMPLE SHALL BE TAKEN AT EA[H PONT INHERE VISIBLY DISCOLME PREVENTION AND SEDIMENT CQNTPQL PLAN. SToarfATER RU 5 OFF THE CARSTRU1CT10N SITE. SAMPLES SMALL BE REPRESENTATIVE / I A - I THE T ONCE OR AVT EvlD REPRESENTATIVE SHALL INSPECT EROSION CONTROL DEVICES AT A / �I \\ I � 1 i I OF THE FLOW AND EAIAaACYER15TKf of TIE RUNOFF. LEAST ONCE EVERY SEVEN CAENIAR OAK ON WITHIN 39 HOURS AFTER ANY RAIN EVEN R I 1 I I O. IF WE TO UMEKPECTED CIRCOTSTAKES A SAMPLE S HOT ABLE TO BE TAKEN WRING ANKH RESULTS IN THE DISCHARGE OF STORM•ATER RUNDFT FROM THE SITE. IF THERE IS PERIODS OF RODFF, THE MONITORING REPORT SHALL NCWDE A BRIEF EJRPLANATKN OF RUNOFF OF NSIBLY DISCOLORED WATER FROM THE SITE, M-SITE PLAN CCVRD•ATOR SHALL CIRCUIVTAIKES. AS SO'M AS PRACTICABLE INSPECT AND MAINTAIN EROSION CONTROL DEVICES. A WITTEN OF ALL INSPECTIONS SHALL W MAINTAINED AND KEPT --SITE AT ALL TIMES. ANY REWIRED HI T IN W AN . REPAIR I EROSION CONTR0. MEASURES SNA1 CBE O FROM INS IS REWIRE AT ALL POINTS WHERE VISIBLY pS AINLIZ D STORr•KTER RUNOFF PERFORI'IED WITHIN 29 HOURS. IF AFTER INSPECTING AND MANNTANEDG EROSION CONTROL FROM DIS'NRBE I E. THAT NAVE NOT BEEN FINALLY lTABIIZED LEAVES THE DEVICES, THE RUNOF OF VIVELT DISCOLORED STOI M TER LQNTIHNUE9 TIME RUDFF SNAIL CONSTRUCTION SIZE. BE SAMPLED N KIQaDAICE HOW THE SAMPLING PRCKEDURES AS NDIEATED QI TONS SHEET. A. ALL SArtR RKPOINT SNALL BE EO N M HIED M• E AFIIEED ON THE EPSC PUN SITE MAP AND DE I \ •/ / I I I I I .-.Y� I / / li APE, STAKE, M OTHER VISIBLE MAPKER. ALL TEMPORARY ERosIDN taHTpaL DEVICES STALL REMAIN IN PLACE LINrIL VEGETATIVE t r-- O COVER MKS BEEN ESTABLISHED THE SITE N THE APPLICABLE AREA. S. AFTER APPROVAL BY THE DEFT. OF ENVIRONMENTAL CONSERVATION, SAMPLING MAY BE THE SEQUENCING O EROSION CONTROL SHALL BE AS FOLLOWS. pSfFli1WE AT TI105E POINTS OF STORMNATER RUMIOFF THAT ARE DEEMED TO POSE NO NLET PROTECjTIM, } --- I. ERECT EROSION CONTROL FENCING AND INSTALL APPROVED COSTRLCTION FENCE AT THE / .. . WSK OF D,SCIARGE TO SCOTERS OF THE STATE. SEE DETAIL ,TYPICAL) I LE'1T5 a onn,RBAr�. l.,F THE TURBIDITY WARE TAKEN S ZS TUTU OR LONER, NO FURTHER WING ON ACTION Z' CONSTRICT AND CONST'ItUCT AND MAINTAIN CONSTRUCTN WE ION TAG T AREA ENTRANCE. S REWIRED WRING THIS PARTKLILAR EVENT. S. MAINTAIN ION STAGING AREA AND TETPCRART BASO REAM. ( -- I I / CONSTRUCTION ENCNJG A. CONSTRUCT 9TO1WIL R POIIDS FOR USE AS TEMPORARY SEDIMENTATION BASINS FROM G T T` I APPROVED ISTVPNG T. P THE TURBIDITY SAMPLE TAKEN IS GREATER A THAN a NTU POND UWTKIN MR4 IMPC V ER A HAS BEEN ARE COMPLETED. PLUG OUTLET PIPE FROM AT LIMBS OF DIBTVRBANGE A) THE M-SITE PLAN COORDINATOR SHALL A5 N PRACTKADLE EVALUATE TMIF NEED ORUNTIL 4u'YONKIIriNSUR K[S ARE COMR£T[D. REMONf AREAS 5EO1'IEHT FROM TO THE FWD INHEEND FORRQ SWPIEMEMAL BAP. AND INSTALL SUCH BHT• A9 NECESSARY TO CORRECT THE DEPTH REACHES W OR AS DIRECTE BY THE ENGINEER B) TIE F SIZE PLAN CODRDIATOR SHALL, WITHIN TZ HOURS OF FIRST DISCOVERING THE !. CONSTRRKT DIVERSION AND DRAINAGE DITCHES WITH CW- DAMS AS APPPOFRIATE. RWEO N SUBMIT A MRITTEN REPORT ABOUT THE RUNOFF AND RESULTING CORRECTIVE M. BEGIN STRIPPING AND STOCKP1L11G OF TOPSOIL ON THE SITE. INSTALL EROSION OJNTie0l ACTH N TO THE SECRETARY. THE REPORT SHALL. FENCING ARO ND DOHRNLL SIDE OF PKE. SEED AND MACH PILE P NOT TO BE KTNE / o ` }. } I I / 1• \ \ / I 1. BE ON A FONT PROVIDE BY THE SECRETARY, FOR M OO E THAN T DAYS. I -- — f, oEScalx 1115— INLET AND OWLET PROTECTION DRAIN T. INSTA THE CAUSE, THY AND DATE AND LOCATION OP THE RUNOFF,- LL 5TOU1 AGE UTILITIU.PROTECTION AS 1 - / �� _•. •.—__— \\ / I - H. DESCRHBE THE STATUS OF CONSTRUCTAND CONFORMANCE WITH THE EPSC AFPROPRATE. PLAN AT THE TIME OF M RIIDFF, !. COMPLETE GRADING OF SITE. TOPSOIL., SEE, AND MULCH ALL ARW TO W "EVE AS DETAIL THE CORRECTIVE ACTION TAKEN TO STOP THE R HOFF, WCLUDMG A SOON AS CAY.'TRUCTKN PERM ITS FINISH GRAING DOF THE AREAS. DESCRIPTION OF THE ACTIONS TAKEN, THEIR LOCATION, AND THE THE AD 9_ RESEED ALL SEEDED AREAS ANKH HAVE NOT GE HATED MTNIN TWODA E OF THE INEE%S. / I I I / I n3 n3 • \ \ \\\\ \ # ) �I ` v. N E ACTION, TCOPIED AND A COPY BERCTAINED M-SIZE WITH THE EPSC PLAN. C) THE EPSC PLAN SHALL BE UPDATED WITHIN TZ NO1RS TO REFLECT THE ACTIONS WINTER CONSTRUCTION (OCTOBER I5 - HAY I) TAKEN. THE CONTRACTOR fHALL CONFOIBM TO HINTER CONSTRUCTION REQUIREMENTS / + - i / • 1 \ \�\ \\ 1 ` ..AFTER TAKING THE ACTIONS REWIRED m REM TA ABOVE, AND IF THE RUNOFF OF VISIBLY R FIITION SHEDISCFD~IMlNT T�LpARM AND SPECIFICATIONS FCQ CRMION FOLLOW THE INSPECSTORMTION D SAMPLING WE M-SITE S I N COORDINATOR SMALL AGAIN EROSION CONTROL FENCE, FOLLOW TIE NSPECTIW AND THAN n N REQUIREMENTS IN ITEMS I-T ABOVE. IF THE / \ \ SEE DETAIL (TYPICAL) TURBDITY SAMPLE S LESS T1A51 ZS MU THEN NO FURTHER ACTION IS NEEDED. F THE FR10R TO LL ALL S RU 1 I � �/� / I \ \ 1 TO ALL STRUCTURAL EROSION CONTROL MEASURES (SILT FENCE, v \ TURBIDITY SAMPLE S GREATER THAN ZS �TNE M-SITE PLAN COORDINATOR STALL IM ME PT Y RA9. MLA IR M-SITE FLAW BEMNS•�sHALfi, DITCHES SEDIMENTATION wIN9 GEOTFYTILF3, STONE r I I I COORDINATOR TO REEVAIATER—STING BMPM AND INSTALL YY RStIPREYNTAL o AS Z. STTABILIZE ALL p l'VIODED ARW THAT WILL NOT BE NSTORSED N F. AT THE SECRETARY'S DSCRETKm, DEC MAT ALSO BETWEEN OCTLBER R AND MAY 1. EQ—E' T TO CORRECT THE REWIRE TIE M-SITE RAN GOORD•UTM TO CONTINUE BANKING RurDFF WILT WHEN S. INSTALL CONSTRUCTION PADS IN ALL GONSTS OF ST STAGING ARW. INSTALL / I RUNOFF S OCCURRING WU O .': •: i (// ._._ — / • ) I \ X I TURBDITT S 25 TUTU at LONER: E SHALES, DIM FENCE AROUND LISTS A STAGING ARW. ) A. SHALES. DITUDNES, ON OTHER EPSC M R BY OC WITHOUT I • . '}.:'./ // / / ■ I \ BJ THE MtUN1OF STOPS OR IS ELIMINATED. - ATNE COVER BY OCTGBER B SHALT BE I - • ( \ STD WITH STONG E�GEorE%T4F5, OR A DOUBLE APRICATgN OF WITH I ON O MEND, R FATAL ce TRACKED IN OR SECURED .. }. / /F ■ I \ I I I \ \ — USE POND AS SEDI ATION 1 WITH NETTING N WEN ARW SUBJECT TO WIND DISRLPTNM. -' �:1t / S ' `� Y"••,..'�;' �-_� �� 1 - \ I ) A V �V BASIN WRING CONS R_TIM I BETNEEN OCTLBER A AND MAT I... !•,II _ \ \ \ \) I I I\ • /— \ —\ \ I I `-.--I. /•= I. ALL DSTMBED AREAS MIST I E STABILIZED USING TEMPVNART EPSC \ I / — ` \ \ \ f I I'IE.ASUIeH AT M FNID O LAGtl WORKDAY, HMN THE FOLLOWING •:.)41 \ /' 11`\ \\\ \ I ( l - , ,.\ �\ / 1 1 _\ \ \\ \ \ 1 I I EMicEA rOF N PRECIPITATION WITHIN ON HOURS S FORECAST AND WORK LI I } I 1 \\\ \� \\ \ \\ 1 DAILY OTAAISLIUTIWE N M NOT WCCZSSAARY AREA WITHIN 29 HaMs, 1I.j — I \ ♦ \ \ - / ) I I 1 1 1 \ \ \ \ \ \ I \ I I 0. DISTURBED AREAS THAT —ECT AND RETAIN RUNOFF, S-4 As HOUSE s- 1ER STABILIZATION AT THE END O`—EACH WORKNows,HEM REOIARC I�ER ENDIOFFINLET PIPE kND�RK Z. DAILY INSPECTIONS SHALL BE PERFORMED FOR ALL ACTIVE CONSTRUCTION \ \ AREAS (USES DISTURBED ARW). A WRITTCN RECORD OF EACN \ \ \ BETr'REEN FRAME AND GRATE PROPOSED BUILDING \\ 1 I I I 1 \� � � \ \` I _ � BEEN EMPORARLLr STABIIZED, BUT ARE /MOOR ALL CONSIDWHC REQUEST.A4 S. WEEKLY NSPECTIMS SHALL BE PFRFOR11E0 FOR ALL ARW WHICH HAVE 1 I \ ^ \ \ \ \ \ 10 688 SF I 1 \ 1 1 \ \ \ \ \ \ _ ACTIVE SOIL DISTURBANCE AREAS A MO TTEN RECORD OF EACH N 1 I I \ \ \ \ INSPECTION MUST BE MAINTAINED AND SE AVAILABLE UPON RE ST. I 1 I \ 4. ADDITIMAN INSPECTIONS OF ALL EPSC MEASURES SHALL BE PERFOWED I \ \ \ \♦ \\ \\ _ F.F. ELEV. 350.00 1 I 1 1 1 \� \ \ \ \\ PR OR TO FORFWTE RAIN, TNAHS, OR SPRING MELTING. A --EN \ \ 1 1 1 \ \ RECORD OF EACH INSPECTION SNALLISE MAINTAINED AND BE AVAILABLE \\ \ I \\ \ \ \ \ 1 1 1 \ \ UPON REOVEST. SHOW STTO E MDBIs�AIFM4E uDED DK�YE T ON PLANS. N O SHOW SHALL BE I I J'\ DISPOSED OF N SEDIMENTATION OR STOO—AT[R BASINS. AFTER EACH .BEE AIL (T/MCAL:.....T:SCf111\SNOWFALL, SHOW SHOULD BE REMovzo FROM STRLKTURAL EPSC MPORA STABILIZATION ALLOHABILIZ FOR REGULAR INSPELTIM AND 1 \ 1 \ I 1 \ \ \ \ / A. TEMPORARY LTA LCH T T MEASURES• \ \�."" "" ( I 1 \ / A. APPLY YmLC AT TWO TIMES THE REWIAR RATE. I I I 1 1 I 1 ;":: •{' 1 \ \ \ \ \\ / B 6ECLIRE MULCH WITH NETTING, TRACKING, OR OTHER APPRMED METHOD IN AREAS WHERE FINISHED GRADES HAVE BEEN REACHED OR IN AM ANCE OF FORECASTED RAIN, THAWS, OR SPRING I I 1 I 1 \ \ I ':L}ri.•r. 'i::�.•\ \\ \ \ \ \ \\\ / OUTING. I 1 I \\ \ \ I :!,•. a` •!•: • •J:.\ \ \ \ \ \ 1 I 1 1 \ \ \ : C. DO NOT APPLY MULCH OVER MORE THAN ONE INCH OF SNOW DR \ \ INSTALL SLOPE STABILIZATION FABRICS �•..\:..t• \ \\ \ / I / \ \ KE. EXCESS SNOW OR ICE MIST BE REMOVED PRIOR TO THE I ''. ' :':.. \ \ \ / \ `. INSTALLATION of MULCH. OR FM'ROVED IEWNALREETSCClSLO 1 '.:'E:�:'.......}........ \ \ / \ -. I OPv ( ) 1 :'..:. ::': r.: \ \\ // / / \ \ �` \ T. INSTALL STONE STABLOATKIy p-DO FEET wl N AREAS HERE \ \ }.':.'.'. ..I....:I:. \ \ CONSTRUCTION VEMCLE TRAFFICS ANTICIPATED, SUCH AS AROUND I 1 I I 1 I } / •I I 1 „1 I''......F': } --4 AFTER MAY L.. I. REPAIR ALL EPSC FEASIXRES, AS NECESSARY. \ I I I I I I I / / \ I i - \ \\ \ _ _ - _ - - -'- - _ �' ` _ -• z. ESTABLISH V TOM AND INSTALL PERMANENT EPSC MEASURES AS I� / / 1! / / / - - - - ' i /- - - - - - - _ -_ _ _ - - /- - - _. —■ �r Q11E ague eENER,u Rems,Ms By HOLD 1^ i / / IH \ \ \\ ` i -_ _ - - - - -- ■ N / DATE N PFA$ION r[nrN R,K+..uo.:w.wc uotwNo wen. BY OIIE REV,SED ERQSIONCWIRO NOTES HRY B' ! R I ■ ( 1 ■�—R R ---�STABILRED (CONSTRUCTION r R ENTRANCE, BEE DETAIL INLET PROTECTION, FILTER ■ FABRIC IN GRATE INSTALL STABILIZED CO NSTRUCTION ENTRANCE 1I � TI t n ry DURING INITIAL F'N ES OP CONSTRUCTION FY S iV —�f— �f INSTALL FILTER FAEMRK N LITCHI BARN ��IDRAT J Jio �o R FABRIC��Mr N GRATE ry —s �s •tf+E'SFEItIREtF 710 W RnRDi 5 � I I I GASSESvlAy BE M AE LOCATIONS T�9VICINITY OF ROVNO UTUAND RVC7URC9.M ONTOR L I i + 1 aw a!l am Dai as Oat a OF4 Oo6 On7 s`�7 aOt 5n! O.B CT. oO2 a171 =.m Oa7'b1: 06 04 _1c 0.L0 Cla 06 ao7 ap ao2 als ea5 p:D! Am. 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S �t 0a a�•4y1'7 0.12 `2 a`3/', al aG/�..4 +.':IOiE 017 Ok!� o12 OI] 1.17 ,il 1.`'x tic I.q ,: Q57 011 ak 011 0. 1i> CK Ill 3`X' a 4A! 0 -\ III \ Ol1 f aa`.6 CN E9�liZ Ckl,at nE2\a`1 Qio 'qla / OS2 aM o11 016 aio 1. 1 it ., I I Al 414 Oil 0.15 A a.X DI, 4 0.k /� al'`` l i / � all a01 C, 0S\ - an � A 011 aio ni{ A aU 015 a12� 2)� ,So ,L A Ik �.1e.�a12 IN A at 014 a5 \ � 401 and .as e.N an7 I I I I I I I I l \\\\\ \\\ \\ \\ \ 1 \ I 1 \ oil O� n, oi3 'a2a`aa 01: 'q6 A ok Il5 a16 1t9 :te 212 23s 13a 11, a14 ai2 t o.`.'a aii 4': `I io 016 I \ \ \ \ \ \ a; ao\ ue CLOT a;1 A\Pr, 0.16 at6 239 x5s Al 3l1 xh xi6 z�s iS? of ca Oie ai I III \ \ 1c isUo1 axawai9 o OlIs 0 i sb 4301. 11 3L 1. n � PROPOSED BUILDING a ., n2S ex D6 t.15 1114 A om. ,l, III 2i:1\.pro 4st 1� 10, 688 5F 1 l l \ •\ cm, 0o2411t 005*17 Cap,owate wean 1.22 3, 1.A 2.0 .2 F.F. ELEV. = 350.00 ah DW 63 A as oil I ei7 06 .52 ni, oa es7 a ai9 i.H\ `7 ai A Lk all 116 1 on ox v 022 3O Coto* \, O 't.. ala dw Cot ai2 ` 073 GIi DIN IV C19 CA 1:b ;7 aii xit Iil ale aka 9404 OIRI.DING rro10172m 0l3 vl2 w I a/ll\ol, ao51 a� oal , el4 om as aa' A -A afi 4 2As 1,6 as: A 013 rrrr E11tT1lRE, Tyr. '41 ol, �A 61, l\ \ 1 sia A a? :' ai5 all A aq 7so 4 6.. 0'42 aio 0i4 o:r a Olt 1o1 am\D?nr:,00 POL Rr'1DIMIED \\ \Qo, I ant C.m DOI Cot al3 ace aryl Di5 0.13 aio: ai7 CATt, 0` 40 0.6 A Ole A I 1 I I I \ ll I 1 \ \ \\ \ W. el, ebe vl2 all vl1 do ol6 Dos a;r a:w 0v Doe ois of no all I \\ \ \ \\\\\ \ \ \\\ \ \ \\\\\\♦ ac, al6 of, T of as 11a1 T 7 OFt ale ion v. 1 \ \ I a 1 "1 o:a Oki lam ale ace at oa, v:ai - CIO A- 44 Olt o;o 1 Q'I al: ar: OL". aa1 01I Y., aw ol, a o;l ao3 c6 jail Dlv- I I 1 1 1 / i •1 1 I 1 I \ \ . / ain Olt001 aw A am v ax Ell IIA Oki all all got o a ace Dlc OAn 0 OA 'A Ao6AAapallo exoi 6DAOoa� \ � \\` \-_---- va on em Q;It o.a a;o A CIOoie,a.S Olt) I - / - ol. A 61 AA AaoA oOa A ooe A am oaa al✓aAoe CLain via. � _------------- / � v o01 A.am an or as Ono Qc, OT \ - - ---- COC O+Y; a`7A a:CO ox - - - - - - CLOD uOr 96 0ia CA. & to- / a:•t5 at/0.00 Ole----------- 7 - to a ry�p 9 a 6Y- f--L- ~ •Y �w -S + LIGHTING STATISTICS PARKING 4 WALKWAYS MAXIMUM 7.11 tic MINIMUM 0.15 Fc AVERAGE 1.16 {c UNIFORMITY RATIO - 7.87.1 NEW POLE MOUNTED LIGHT - RUUD MAC2417-M 0-0 175 W, METAL HALIDE, 20' MOUNTING WEIGHT �I{c NEW BUILDING MOUNTED LIGHT - SHAPER 654-14P 32 W, GFL, 10' MOUNTING HEIGHT NEW BOLLARD LIGHT - RUUD WA05-D 50 W, METAL HALIDE ONAL �•annn4Da4�, Ix\� OW72tla GENERAL REVIS1pNS aBY arSED BIIedNG LIGNISAND FODIOAN[aE VALUES JPIt aTE ON2Dp, gyy`µR EVISED DUYDYIG. IARKIMa. A SW Np17K t)F B4IfV. N081 ADOED 7Rp.lA70D LrWI; MOVED 7POLE4AOIMIEOLIGNIS JRt DATE OegDD7 RE.NSM REVISED UMITY CONNGURAiIONS BY sa CtLIEln PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 PRQIECI PILE MOUNTAIN VIEW OFFICE PARK LOT 1 SITE DEVELOPMENT DRkWM TITLE LIGHTING PLAN MRMiHFD Llonald L. Hamlin Smk 707-1 h0 1RIC/5« Consulting Dram 1a< JRKBOa Engineers Inc. aRaFa JPKQ ,.� �>r sr7wa L-1 w M"7 E•sfvs Jur1Cli0R V rnwrlt SLOPE INSTALLATION i VANIEs. SEE PL.N 1• TYPE ITMNMNCUS COMOiETE BASE COURSE ' TOPSOL-FERMUTE. ' IOPSOB._fER1OZE UME. SEE., k MULCH TACNSIFB.o ASPHALT SEE DETAB. LINE SEED. k MULCH SO IN. _ ' TYPE Y BINMINOJS , kl (MN. CONCRETE BASE CONtSE MIN. .. S:I (H: V) M. Y ... ..:,: r� :.'..i .. ;. t •iV. 4tl c44:i ..: I PLANT WKfO ONAVEL .. ... " WRAEI 500K LTOSNLD STONE BED 3.J.:.Om, I.COSM (VA., SPEC F,_oS Rnx) IF OENSE AIDED CRUSHED STONE R Wx�M%TAE PABwG MN. N OVERLAP 3S I: ON (VAOT AEC n04.DE) W 24' OIETtAP TS �TED ENTRANCE TO DE CONSTRUCTED AT LOCATONs SHOWN ON PLANS i • MOLE: ALL ro BE 1N Y COMPACTED w B' LwR ro anNsnEo STONE SITE ro BE r. N TY O A DENARY a 63K « HIE DCORm DRY AST, TB, THE E MAX STANDARD PR«lIM ZEST, ACCgIgNC ro ASYM MSk ONE ENTRANCE SHAM DE MAINTAINED IN COOIND MIKO, WLL PREVENT MACKEO OR Row a ONTO PUBLIC ROADWAYS PER- TOP 5TA K rcR w. ro. STONE MAY BE REWIRED ro ACCLRTABLY MAINTAIN THE EN1TANCE ROAD. SFgMFNT SPILLED, DROPPED. OR WASHED ONTO E NU. DNESSING MT, UST BE PUWC ROADS WSiM REMOVER MMEOAIELY. II.!! lLARf.3 R.R 50. MI P<IW «U:tM UPMon,I NOEM1 Anxrcs TYPICAt PAVEMENT 4e DRIVE CROSS SECTION WNEN NECESSARY, THE WHEELS OF VENT EVTC THE SITE ALL BE -ES TO REMOVE SCOMENT NPDR TO ENTRANCE ONTO A PUBLIC ROADWY.A E MM [M x OOR 57aTR^rB NFe wrbYaUlea o e,NaN6 Rev daeG GMa. NTS ALL SEOMONT SHALL BE PREV&HEO FKON ENWRINC ANY STORM DRAW OR WARERCWRSE TYPICAL STABILIZED CONSTRUCTION ENTRANCE NR z:: xorXT > T T .I P.xw—� • ® —�—•r Kxm.It: w 1/4" RADIU /2- RADIUS IlE 3,500 SI CLASS ITCONCRETEPCURB 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH I/B- JOINTS BETWEEN SECTIONS. 2. EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' WITH 1/4" THCK PREFORMED EXPANSION JOINT FILLER MATERIAL CONFORMING TO AASHTO DESIGNATION M-1533. 3. CURB REVEAL AT DRIVEWAYS SHALL BE 1-I/Y MAK 4, CURB REVEAL AT ALL HANDICAP ACCESSES SHALL BE A MAXIMUM OF 1/1 . 5. ALL RADII LESS THAN 200' SHALL BE FORMED USING FLEXIBLE FORMS. TYPICAL CONCRETE CURB His V .- S.sx, P BROOM PNILI MTI TROMIID EroOD, CONCPCTE WAUt SHOWN M PLANSRAN- ­AGg1E0KTE SRMFAONE ON ALL fERYU S" uW. SEED. k AULD, s - 1/.- rut root F PLANT MIK D DRAWL (VAOT SPEC F—ft mA) 11oTFe. 1IIV PREFORM ED JONT PL ER SHALL BE G IN EXPANSION ANTS EVERY 20 FEET. FALSE 1S SMALL BE PLACED EVERY S MY 19 CT YWME STANOAAT M B«;DEY ­1 A�cco�rwr cAcTooArSOTMes: THE MAKNVM Der DENARY SEE lTNCNBAL PLANS FM EXTEROR ADEwNX CgMI:ToN TO BUAOMG AT ENIRANDE. TYPICAL ON R T ID WA K NIS MATCH EXISTING 1/2- RAMS FINISH ORADE REVEAL 1'-6- B CONCRETE CURB. SEE DETAIL TYPICAL CONCRETE CURB TAPER DETAIL m I NR Y TIT, IIEW SIDEWALK IMSN ( DE _.. L_,l WM. 7-_CURB -L/r RCVEAL (MAX.) TYPICAL HANDICAP RAMP DETAIL Y-1/z• TYPE W wTN -S SMWTN CUT EXSTwcTBTADIMINou� o«wraR/(XIIIX6TE wEARNc rnmx I%EAKAifD � COATED w GNLSFIFD ASPHALT. TYPE W sNWIWS EONE,EIE AS RECUBW To INTO, E"w P .DZDNr TMCMNcss (1-1J0" Ae,aw) T� r- EWS,wo WT1NMOu5 CONaB.1E I 1 flBX$[D ASP„ALr ssE TVMcu sccnaxs NOIL ALL BKORL ro x 1MgT0UgILY CgPACIW W B' LIF15 m DElA1TY OF nK SDE THE YAXWw DRY Dd41Y LIAIIC nE HORNY TOOK I PAB TANOAAp P..—TEST. ACcamwG TO A— srAkuzAlKw FAw6E WxMUM 34' OIflIIM TYPICAL PAVEMENT MATCHING DETAIL XTS BANE EIEVIR0. Em TYPICAL STONE CHECK DAM NTS O PRE-WR 1 . OAN ON METAL FOILS POlf SECTION 'B' YCTON 'A' Tdr VIEW OF JOINING FENCE SECTIONS NTs --.AM— ___ �Po«si� FENCE CIION OF FOR ATTIANEHT or IF M. SEc1DM5 DE FEH¢ OOMPAR BOB. SECTION •A• SEC1Kw �' SIDF VIEW IRS LAPIN, ENNROF . OR APPROVED EWAL 1. MILT� FENCE SMALL WE INSPECTED AT LEAST ONCE EVERY SEVEN CALExDAR DAYS OK "TN' 21 NODES KIFJK ANY All EVENT YMKH RESULTS IN A DISCHARGE FROM THE ­ 2. MAAhT SEGMENT SHALL BEREMOVED WHEN ITRE— A DEPTH o' 6' OR OIEATER. S AEPAOAMAMD PONRONS «,ETFXNC AS NEEDED. SLOPE TRACKING DETAIL tl ARPOTECMN SNALL BE INSPEC AoAT LEAST ONCE EVERY SEVEN CAENOAR DAYS OR M 1 34 HWNS N1Ert EVENT WMCN RESULTS IN DISCHARGE FROM ME SITE, 3 CMµ OR �Pl �E STONEE"AS NECESSARY To To WHEN PPRRIWER UNNM CE 0' ADwENY POOL :O1 IBl .T TRIPLES PCK So. ♦U. Pa EIMe(T "A" S rcR So. MI °pK DDT SY„Yeaat,s_vncar G.cn mB P rhWea , NPADn mKA a uF GReEN <.MKFe kw. NORTH AMERICAN GREEN 1. PREPARE SOB. BEFORE INSTALLING RWNKVS, INCLUDING ANY NECESSARY APPLICATION OF LIMEFERTILIZER. AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6' (15cm) MEP X 6• YScm) DE TRENCH ON MPROKMATELY 12' (3Dcm) OF BLANKET E%TENDED BEYOND THE UP -SLOPE PORTON THE TRENCH. ANCHOR THE BLANKET WITH A ROW of STAPLES/STAKES APPRO%NMTELY 12' (30cm) MART N ME BOTTOM OF THE TRENCH. AND FOLD REMNNNG 12' 30cm PORTION L AND COMPACT BACK VTRENCHSE AFTER COMPACT APPLY SEED R COMPACTED R ( ) F N R AN T SDK.. SECURE BLANKET OVER COMPACTED 500. WITH A ROW OG PORTION or BUNNEf BAC OVER SEED D COMPACTED STAPLES STAKES SPACED APPROXIMATELY 12" 30cm APART ACROSS THE MOTH Of THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (R.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH MPROPRMTE SIDE AGAINST THE SOIL S GACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOS. SURFACE BY PLACING STAPLES/STAKES N APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM`, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF 111E COLDRED DOTS CORRESPONDED TO THE APPROPRIATE STAPLE PATTERN. 4. THE BODES OF PARKLEL BLANKETS MUST RE STAPLED WITH APPROXIMATELY 2'-5' Scm-12.Scm) OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM AUGNMENT, PUCE THE EDGE OF T OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SUM S11TCM'ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTNE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (UT STYLE) WRH AN APPROKMATE 3" (7UIY) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (SOcm) APART ACROSS ENTIRE BLANKET WIDTH. NOTE: IN LOOSE SOB. GNOMONS. THE ME OF STAPLE W STAKE LENGTHS GREATER THAN 0' (15—) Y WE NECESSARY TO PROPERLY SECURE THE BLANKETS. SLOPE STABILIZATION BLANKET DETAIL .11 CHANNEL INSTALLATION •r-s Ks<.x.Iz.sP.r ® •r-s• ISar.Iz.!°ml L m ,Nnpmp YM MAMFo , ) INo Ds.m) YM 1M in.v:AXa .°rK ST. Tao (N 4M.R roRlpx IAENa` A"cMCKrM Iv D.zsm+ L-Ei!«mi wRT"lc°Ros`s ,KSCQMCPw «�i M :a` "° , 6P. WRx :':� P:'sY�rn,xLa I I w.2sml Ar°� Ya/ As { • z� • OVER u< (H♦MAL srttD wm s' nO�n-ts..,A OWRAP. VIA A w,M[ row N h—f D.s.P : nO�)E.�r,m A1X •' Ktam) w cErrtW ro I— MAIEts. sTAPMsn+MNs ,PNX,AW,nY • • iELl i :.MA' A F 1K mi —1 .F f0"`) :«`"INCH !.3'11.OM 5f Kmy(Emy(0 4Y Y-Y IxRizxm)EYINxnolw ON kNMq THl ioP) Mx IkA,m DEMO PT • . • •AMMMRIxGMRWPq A fln-txn) M[wu3 VS[ - N4n) rqw� Ktam,) ax .AAFmiM r«x OF M -: CwmLt POa["�RORcw p WW sAtwgs Ws M xRYuwiu rU mA0`ivMKr M i xc6fx"�,nsAPPMmx 12' p4n7 ,P,Rt N A F ItTNN�OOr X A- (thM w« YIIExw. sY,AtNP. BE S.)S STAIXSITR SO YD. H.39TAD15 90N B upon_ TARO w MWkN mr1N tMe KgtmW AxNnc,n uwE VERTK[s wn M MCIYVAr ro PRtw.nY ,xc . P 6.em COT 5,_ IH+<A SupMiPY+Ncs n.NAsn a FA a BIN xuDw cao..e mta. W na"/sm E _ ♦ 41 MDAIX, MNmLE IrpWNA sow NORTH AMERICAN GREEN CHANNEL PROTECTION BLANKET DETAIL RECORD DRAWING CLIENT PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05407 PROJECT DIE MOUNTAIN VIEW OFFICE PARK LOT 1 SITE DEVELOPMENT A36BEBB..F SITE & EROSION CONTROL DETAILS ve• Lbn¢ld L B¢mlin smk " 1Js JPK D . Consulting 07.1 k '•FFBBT.....••' cA6dRe JF'K/SDL JRC ll'ngineeis; Inc. ,� �re>t se7ww: ,—. f lik vP—,a M iq DT-1 OS/2R4T1 WRY a' - r BELOW I N. GRADE SFLECr ExwvATm vAgo MnTEPIK J.� p. f cDAPAcr ix Tz• LF o LARGER NAN ELHslrr a' 9sW or R. COMPACT N • UM DRi OEx ENArc Qi 95 S • 1Nf STNbMD PR ORY DEStt A.CCa1DIx0 TOAS OMO P0.0CTOR • • _ \. 0 nS1Y 0698 • O• Ex1nVE 1. ma�vAni :aEi AWIE NLILAnaN J 'T E%CA is MA EMAE TS ro A Es N MNEg xE �tt USNO RE Sr CORDIW M .1.a varsn ACxFML w0 LATE) K STAGGER CMfMLY Y WWREKR GAMES FOR M ME PLANS TION DAMAGE t; ti, OR N2A5 GKUNO fpf N9JLE ��!'TINE PIPE BEoaIRc ro r ABODE / `RO .. WN a PwE. MEA SVLAOM BE F IN .y ' USNED STONE TYPICAL TRENCH DETAIL PVC, GRAVITY SEWER NTS TAPE OR K EOU L CENTERE9UNDER.W-1 MEOMK- BUIRY BELOW MSR GRAE. :`• Cox •�• Y ..% ) C • .%' C:��, T [%CAVAIED MATEIBK DIES NO LARGER MM gANEIER. COMPACT W fj SELECT E%wVATETI YAIERUL COAPACT IN I, LIFTS ro A DENSITY 0' 93R . THE TO A u TR 0' ORY ENSTY USWO E STAXOARO PROCiTR CHiONG TO ASN oafs A • •' —T,STAccORpHO TO ASN D09B B Ex7WuXNW P0.KTYPEIE FOAM ILL ABODE NTU.ATCH BE PLACED CAREFULLY 0 MSULARON DANAE TION. USE TWO UYEPS. EACN TIRCR. WIN AMK SYAOaREO. INSTKL _NE_ CALLED faL IN ME PUNS. ARELS CALLING FOIL _,NON, SMOOTH AREA SETOW .. .... ... / TO ]' OtOWNLIE O' PN•E�DING ABOVE _W.T O' INSUTA MOPE OR uR a PYG PrE , , � ....... _........... _.B-... zruc � TYPICAL SDR TRENCH DETAIL, HDPE 35 PVCSTORMSEWER AND BI1Ta PAYED rncas-COIMTRY �LONaErz MT. —1 PAMEYENT r MN. TEROOH[Sf ..-..:.. IEOLAN B' Q'E[PT TRANSLD N WAY (YA1EN [WSIYIG) `/ �:}N PIL YATENAL T,-'riE �N� ./� ,`;�i'.'. t. :•.«.):.`:. CpWACTNM ONBE E..: (STANDARD ­TER EN.) uwv�Twn ocan ON A u055 mI 1 . .;1•} `>''• MUTE r YBL COYaI ••k:.' • . . BSR OF MAIOMUM —1 — TRENCH .x ,`...... •L EVA.TNN OCOMS M MAYETED MAYS —ACTED N It• LBTS MN. I ' `-NLRACTm MPROKO MATERUL/EYELOPE NArEm.LyoRYE�D�vED WATETTIRE Mwi[sanMeEo ALTARLE EARN Hogs: ALL rRENCKS STILL YE[T OSHA STNOMOS PRMR M MY —1 EN —A IIENCH. }. MSaAlgx SNKL BF MTKIID wEn(Kx YNMRM COY(R CM NO! K IIAII0.1 I D. PmAERUNE S HMS. J. ALL EIGHT WCH wA1ELWE SHALL NAYS NO LESS NAN KNEE (J) BRASS REDDER DRTALIED Al EAE HINT. w NL 9X WCH wAIfNNE SHALL NO LESS MM TWO (9) BRASS WEOQS INSTALLED AT EACH JDNT. 3. EMECNQUA,-A)W_TOIRESIRANR wM 1MKT-Ort Wla SXNL BE [BM ON LOIA ON MPROYN a ALL WATERLINE GULL BE POIYEMYLEME EWE Sm. TYPICAL TRENCH DETAIL. DUCTILE IRON WA R N NTS VKYE BOx SET TO ORAOE MPMD VKYE TH MEGA -LUG' WETANER OLAARD OR �S OY£D E.M. E NWST Bl.. }APPNO DEIEAMiMm BT AEEVE I_ cCRPOUMIN M RRSi Sal CONDITIONS MOM, faM Ams — I END cM wTH BALE YALYE (I) J/•' RODS WIN DUO LUGS isRDO�T ff.TTmwOR µD WIN APPWKD CaiAl • ML. PQTEMYIENE - ;.i•:::;; .—EN AM " AIN CONCRErz J/1' WILED wT�T BECOBVG GMlwr 11N� I" MqE FnOIBW EL 32 OEICTILE MOX PNE TO BE MSTUU.ED MSMG THE LONGEST PDSSRNU LENOENS TO S NE XUMBER OF ANTS SLEEYE t FOUNDATION BY OTHERS tlQgi: T, rAPPNG AECYE AHD VI —I ON Cw) 1R ATTO NON NANS ARE ro MEET MNEPNN WATER ES ANCi'9UNDARE SPECNW:AIMN FOR NSmxIUIIONN SKTEDSPE �ICATOxa. Y DARD XOVEYeEA 1991. N1 OTHER TAPMXG -EYES Nq vALYES ME 10 MEET AP9ROPgIAIE I. NET TMS SNUL BE PVSg1NEo BY PRE-APPROYEO FIRMS ONLY. 1 ALL RTTMOS THAT ARE ro HAY[ COIIEXETE PWREO AROLITID NEW ARE TO BE MAPPED wN • YL M,TN LLTE PRNR TO CON X PLAOAHDHT. A. N EN TMPXO CWD TRMSASAUN NAM. TIE T—ATEO OWNERSHIP OESCHATION SMALL APPLY. S EMTNO ASBESTOS CEMENT WATEMUES MUST BE EID•OSEO AND THE OUTSIDE DIAMETER OF THE PIPE YG9UBED PNOR TO NE TAPPNO AFEVE SENC ORDERED SY THE CONTRACTOR TYPICAL WATER SERVICE CONNECTION DETAIL NK RTMIER OW UNOTH tr Prt oMaT aE9[IL WATER SEPARATION OTSTAN. >n Tr Imam BEPMA DSTANq S[RCIt PARALLEL INSTALLATION CROSSINGS WATER - SEWER SEPARATION NOTES SEWERS SMALL BE L.VD AT LEAST TER FEET NCNEOMTALLY rRON MY ESSiNG OR PROPOSED WATER MAIN. TIE DSTMEE SHALL BE MEASURED EDGE E AK E EDGE Or I NRMRE MPRACTIFK DIE TO LrDOE. BWLOER£ OR OTNER UNUSUAL CONDITIONS. TO MANTux TE r IMIONTAL—ARITON _ TM TWEEN MAT lIK BOATTOM Of NEW ATER LNE IS AT LEASTWATEIk UK MAY BE MIB 1— ABOVE THE TOP Or THE SEWER. W—EYER RA —MIKE ORA SO`ARATE ­ OR ON AN UNDISTURBED EARN SWU` IN THE AMPRRAC CAL TO 6 WADES gInCK SEVARA� TNE SEWER LNE SMALL BE CONSTRUCTED TO NORNK WATENI STANOAR05 Mo PRESSURE IESRL TO SO PS, raa la Mxurzs Peal ro anLrRLNG LEANAE LHAu fiE ALLOWED ra TTBS TEST. SE 055N0 WAYS tMAJIMTHE wA—T BENX— SEMEN N TTHE -TTR MAIN WIN AT L—Y T• METRES VERTICK CIFARANE BETWEEN THE TOI O THE sSBLE TO MAINTAIN TIE IB THEMES TRTICK APMATIM OR MERE THE SEWER MUST BE WAIN STWER HINTS AS AS PO�MEEDfP_ WATER :ONMA) THE SE�UNIDATPXE MUST BEFUU.MCONSTRV .. TO WATFRrz�uANMBTMDARDa FOR AA MxALWE OSTAKE OF Io FEET LT1NDl SEE OF TIE CROSSNG OR A TOTAL Of ➢WEE PSE LECIH£ M9 MR 5 ORBATE, ]) THE =TION COHTWCTED TO WATER MAIN STANDNRDS w BE PRESSURE TESTED TO MANYMN SO PS FaMUT t IS NUTES MINOUUM ACE PIBOL TO BUN­BETDq ONE FOOT NE M PPE TO ASSURE WATERTICHMESS A) wHUL WATER MAN CROSSES OHDPL A SEWER. AEOIA. STRUCTURALL —1 SHALL BE PROYTOEO FOR ME S;vLR TO Pn , DAMAOE TO 1HE Wn1FA MATH. TYPICAL WATER —SEWER SEPARATION REQUIREMENT NK TYPICAL TEES AND CAPS TYPICAL RENDS THRUST BLOCK END AREA SQ. FT. BEARING AREA xTs ARWUE SNALL BE BOOTED A— TO SANITARY SEWER MANHOLE DETAIL Xfi AME AND SRAYE ROH TO BE LWAYODEL ELT-TAB-z TTPE F OR A. IPPIROYED TOUAL \ ynxiSN tRAE NOTE: 9ACviILL m SE tNaN..COMACTm M tt — THE STANDAIB AttTOR LEST, METHOD A ORONo TO ASTM .... ALL PME CODE T_ SI.W BE BOOTED ANT) wATERM 1 TYPICAL CATCH BASIN DETAIL .IS _S. SEE ILAW DRAM.YPN i WIN END SE sEcn 12 �IYPE STONE FII LL TA Aor svEc /rowJ/ .. ERL o E..% iuVW.OB r Ec v c TYPICAL STONE PAD DETAIL NTS ITS BETWEEN HIE MAW MD VRM. DIKE BE RESTR B, WIN DO— MCH 'Gyllst9' lY'PE COREG1aK E ARDKDR AA CONCRETE BSH PPROVED ,A0o0 P9 OONCREIE). 0.WR-TLE�� RUNG 1I' 0.G i WYr I./fT. HOPE U• FULL DIA 10 Ps CO mw I r SMALL BE BOOTED AND WA .R—T SANITARY SEWER DROP —MANHOLE DETAIL TI B "AMONMY00EL � . DISH wxDE NOTE ALL c—LILEIONEi 1St O 1 �A= MY DENYrc USTO TINE sTAHOM PROCTOR .Sr. METHOD A ACCORWA To nSN ITS. ALL PSE EONNEC S SNAI BE BOOTED MD MATER-1 TYPICAL CATCH BASIN DETAIL E• Mx Z Lww r LIRE A TOPsaw - FERnuzE LAME suO. B Yuw c—) I: N., MAIL TYPICAL GRASS CHANNEL NR T WEBWOWED CONLREIE BASH OR APPROVED {HOOD PS CoxaErz). - 1201OI REVISED TYWCAL RBENCN DETAIL DIICTILF Nidf WATERLWE VKV[s01f aR OM 11 REVISED WATERAAD SEN£RWTARS SE B- wTE vKYE ]ET TO ORADE CLIENT PIZZAGALLI PROPERTIES, LLC NEEATERuNJ01i"uT S°` n°m00sr �co°NTR"TErz P.O. BOX 2009 WA_ MATH M�ArAREFEET SOUTH BURLINGTON, VERMONT 05407 5.000 A CEMENT .' COWIRTTE THRUST BLOOE ,. . .... SHOAO GROILND WATER cDHD,IaN] E>YSr. ­1MOUNTAIN PRMCT TIRE VIEW OFFICE PARK DIRECTED BY ME E WEOR LOT 1 SITE DEVELOPMENT DRAW!% unt DI C WE MDx PVE ro x/ SWB.BBEBB, "�LTRUSWD F! WATER SEWER &DRAINAGE DETAILS SSI iAL EO USNG ME LON EST A. STOW \W POSSIBLE LE..— TO NNRRNx ORAINAE AREA w OF IvE` �, ^'••. 1 / THE NUMBER DT ANTS<'C y P S _ Lbnald L Hamlin kak WTS y.'p TYPICAL HYDRANT & GATE VALVE DETAIL '_A WNS. Tzo, W oB�B � oT-T5D NT5Consulting �'°""` , Engineers Inc. �� JPK �,� lErBBLESWs RECORD DRAWING nnnamT !96 ftraT! StTTHE F.'rxz lYYv[iort V nt DT_2 ----------------i 15' HDn OUT mm\ 2500 GALLON MCA -DULY D[RIC TAN. MODEL HO:-12-2500"MANUrA ukrD0—� `I \CAL.AMPrRECA5T 1NC. OR AN APPROVEDEOU t / 115' nDP[ INLR PiR LEDARON LC2GG AE U!EAAON LC2GG MANTgIL IRA ♦ COVER OR AIIa COVER OR ArFKOVED EOUAL RIM ELEV. 347.0377RIl EL-, - 34'!.O> 71 9' 4V.. . 15' INV. IN � 341 .TS 15-.NV. IN - S.. $Y I� I Y CRUSnlD STON[J NOTe5z �. CL FlrE CONN[RION5 TO MANMOL[ 5— DE ROOTED AND WATERTIGHT 2. TAN.SnALL FAVE A M-20 LOAONG c—ACM 2,500 GALLON SEDIMENTATION TANK DETAIL 45'DEND POND # I OUTLET DETAIL (DMH#2) aMovE eXunne ur. 5ECTION A -A C IVC roN�mTuT INSTALL NCN CAP WITH MJ RI I- DI1. END MOl! AT FIFE IN END ur AT FIFE INVERT POND # I ORIFICE DETAIL NT5 12' (MINIMUM) CLAY MATERIAL, COMPACTED IN G' LIFTS TO A DENSITY OF 95% Of MAXIMUM DRY DEN51tt. USING THE STANDARD PROCTOR TE5T, F[R A5TM D GE CLAY MATERIAL MAY DE OMITTED IF —RACTOIC PROM AFFROrRIATE 5OL TE5T5 DEMONSTRATING — EXIST SOR.S ARE S TADL[ FOR USE A5 PCNO DA5E, U CONFIRMED DY T E DESIGN ENGINEER IN WRITING. G[OTCXTILE 5TADILNATION rADM. NORTH AMERICAN GREEN I300 OR APPROVED [DUAL. EWE DRAB. ME 4-TOf501L-FI LW. DIED. POND # I TYPICAL CK055 SECTION NTS "OF I V FA 7201 ¢ : :Oi? •W: RECORD DRAWING TYPICAL DETAILS DT-3 0g10 Se" ma fa la.n -em oral W arbor rrc m dew:bee N .«aim o2e2o. 5«e mice fR IN diWhm am Konnwoter prods •MII W SwaN Mir m ds-rib" N ;art 02E20. Seed miK fa' slop« slsaper tftm 4:1 (N:V) atoll W tens-vaN, Hivtm d<wib" N xctrm OIp20. SN(W DRAWINGS: TM cm -II, WII wbnit shop dr Ng's W IN, E'aineer W Nprovd fa tM folbw:V noon: Sand min, wP•;on control matNq, Nlt farce, r.rorty orb, bi[unYwa <aYrsta row ., csnent ca.YreN mum, poet cenaete w rkga, p--mt raKroN s4rreWrw, catch bmN stone+ ad yoNa, dt pia, ad ya«uN trick+. Ter centratR seal paw .won yeeatim [«.>. rR taro, aa>rtd state, vier mar" yael, om name armor crv.h" state. PERMITS, TM rA al permiN roil Iken»+ haw b.at ab1aYW sd all reyked secs tear beat pee prier b w <w.r.r.tc..tent d work. SaN: TM <mlr¢ty Ndl aMnil pat- teat r'ew1N Iv rwlive rrwsrfd. oil aubbme mdcaf W W wen. TM rmiraty Nail W re.panNbk fa provf6q palien tent nau1N. Gwrpallm Nat• •hall W p«ra.nae a o .:eta d I pc w d pla N bath per En, ad 1 v- z,soo +n. n. a Flu Re per oft. slat - ' PRD rrT - WORK INGVDED: TNa satin ,trials W IN, garret cm4ecl r'e%rkarrd• which mot W m.t W tN ceno-¢cR ad w poj«l ntawgw.ml ad cmlrol .tadvda which enrol W diai" M tM cadratR. MANAGEMENT OF PROJECT 91TE• T. Wit Iheerrata sll that d IN W a h wakMp dryw , job •loll Wit Yt a aditian •aNfatay b w rarroted frromll w job airs m ask w t- *Pt ,>d dabl• •MU ba TN f ¢br Hal W refpmaibls /v prptalYq tll «IKYq stnclRr ma wa.k campNl" under W Projat d Ns out « tN I Cm4p slrll lake dl pncwrlbm vd Mli1N.s wch procadrrre m era rtKs++Ry b protect Wlh Ilia ad prapatY. A11 work, aAich d-:q it. prpPew a briars tN Tirol acspbre d IN. wok m aallblrslyd M lM 6gNeeri [«tificale d tanplatim, may law becwrr m.tpl.e rran atr taro, Nat a rana.ed aW repkwe d err eatvatR'• «parr, fa bath bier ad oral-wa. Hal W «acia" m lM Mt a tar Car4r¢w W adi ehot property dt emWe door rot «cR m pwvde pastry th ad e m littleidarwy w po»ibN la dar witNt ewratrvctim .aserttsds. ProNctien wilt W dfRd" wltivat" tree• ad NMlbary, faces tM web, W Nmlly sodas• wMn mJaad to tM casWclbn. TM CmlraWr N rsapmabl< iR enwkq the LM wd;Um d RMN prop-tY R oenvd krda b rwtvd b OW cwdllNt which Piar b w cwrbvctian. TM eaWratR Hal W tote raspws;de rR ill dmtoya rea,n:q scorn p salute W ,IrrtplY wnh lM prwi+bs d this ,slim. 5t>NET EQiTRQ PROVIDED: TM Erq:rc Hal provide tN Cwdr•aly Wth [enl.a peNN. sw<h [orbs Hal W rt ar rim. enly. TNradt-, w cenw[ta Nat W mpwribN fv Praecting re:frwl poires free danepe ad dNocaUon. ShwW ddiuwa retort W ra%ir" by lM Erq:ry W reetMliM owVM paint+, M Mal W rambrexd by tN CweroclR. Barth treats all W Pr WWd by w FNI-. MEASUREMENT OF OUANTTIES OF YaORK: LNIrn dNnuix prw4Nd ra N W poymat claroes a tM See if-WUorr, w m. a h tIW t d ntaosun.rd tM ask oath W lea datartniae by w Ergkr- CwrWctbftataac. w row a oath arwalbn tM rock «cwatbn, mN» KMul+s pwvld" rR, w metrm d msaNrentenl d gmtltW will crosier a cros •metro mem,aW N lM fNIJ a NNrwlc dKwmid M IN Erglr- ad carrputd;ws d rdtr.s by W rtrlhm d waraye ad v.o.. N tM core d gwditW Odd fa m m Rep bmN, en1e+ oUrrwhe prwld" IN, b W pod far WII W Wlhit ebbli+hm pq IkaN, mlcublad wiq /k1dle msmuentent. aeq f:ar yaes Ito. F- tM cwnwtdien a sea, w 'Plovnst-' Null W ca.r;derd m accplMls ml.tnwtl a R«nron. PROTECTION AND REPMR Of EXISTING UTILITIES: Hlvevar cNverN, •ew-a trots rrta:ltole, catch baN <arwetbm, tenet rrrku, vdve clrmtWn, sNctweal <wduRf, Nlegste raW4N, WInY pal«, overhead IMs, a dMr /¢ilitW x ,rrcarrnlar", wry steal W protect" ad tape -lad by tN Cw4¢br, K Na wan pare, IO me R PAIR Of by lM II aILI IES: LN «re.,a;an i b«k-tl W tN «Ntiq f¢ilitW ors oafs s«un. Njury b my wch failitW cased by a a+,wn:q rrwn w cwwav'. afrrdios, •sal Wreak" a w cmval-'• Mr. within I tirr p-id trw win roe plRw m tnrmwml. area, en w w-.. TN Oretr, EnpNe- W tN Authority hvrlq atRy Ndl W round WnPtlr 0 my darope W dilitiea. Hhenev- tM FrgNcar envy rayM, Ola• v rite- tedargroud fWcture. trot" Yt «rrnatiq a lracNrq •MII W MmwlstLlY wppwtd with wooden ppertc arena «co:aVon a 4ach, R by aNr mathda acsptabN W tM Ewrgineer. RECCN5TRI/C ENI OF EXISTING UTILITIES• N cox R N Ii itrtsca.•W, Yt tM oy'aeen a w bgYr-, W new - racanWact wry u,da moN, aNctrirwl corteun, NNdate mrWit, sty mrnatbro lhreW awry ryMtavtt Kralrres, wvk will W dwr by w Cat1r¢tR. TM Cedraty oral W rsapwwible fa prwidirp rrlias W ya•rs Wi-s YrtamytYq asvirw. IStlrn sp-Jikaly pwbd fa N LN• ro4rad, rewr4vctbn a tM dil;lie mall W d w CenVatR'+ «pare. N ro tax Hal IN CmtractR ale- sty ual� rroiy s4cU'k radar, NNdtart• cwail a wry f••d-Pat'd «1e, ced,i[• a Nrvctae•, iMwl r;tten pay N d w LN Eq:rr a ekil tN F^Pt•- N wUKi" that d.%rale u,mvq b lM uw M• beat prwiesd. PROTECTION WATER SUPPLIES Wnvew nouns W u,ptc maM trot,, rasWetlm sill W riot N accordacs with tN 'Sew --Weer $spaollm D,lala /R GeaeLgs' chaun N w Appadir R en w phis. Wfrrs sewrre rod awls rtraNs ill W Mallal W wch rite-, there Mall W a mkxpvaUm dNtoce of ten (10) f­'r" edge W roily d plq. if arcimum h d+lat« carrot W aantd«e, m detaTnird by w Gq;rr, dl.tacs o W rad,c", wadi% lM arse- own N nieus E. uta. maicn•o tti boltwn KNtha YWiat�r l� a IwtN>Ipalnclwr• lave w hip K CM cw.er. WORK OUTSIDE RIGHTS -Of -WAY AND EASFJ'1ENT5• TN Canvacbr Nat rot, wluwt sillen rower scorn w slur, ent- a a,IwpY wnh may Imis, matsrtds a s'yN•ttaA, wry lard orchids w ripltt•-of-u,ry - amemwtt limiW. A copy K tN Bitten cwr•ern slat W prw;d" b W EgYw'. PROJECT PROGRESS 90HEOULE5• d KRt' t i, work rod /torn b lima duYV m of Pryer, w ErgYr- ropy nryestM Cedractar +hall orimole W tM ErtpYwr a rnten dewidian d lM methods N pbr b use N dap W ask rod tN wbw +rep, M irked. b tat.. WilhN K dry• aft- LN dole d fl-lYq ask, w Caneracbr stall R.p-s rod wb.Nt b IN Ergirc; (a) o tN, td,N faNp tM dotn d which oWivara tra.,Ytpc, N my, wi W rs%ir" oil; (b) a w'Ittm sclalWs FlKry W rrpalM dot« Iv lM start oil ranpNtbn a wiwf pats d tN urork. Eah wch ah.MN WII W wbjat b rvvl.ru oil chaq. Iran lima lima b rims curt% IN, peprrsa aF w work. Irtcludd with W ahed,N still W a brsacdaut a nanlhlY rNna1" consWctbn torts rod mal•rbls m-hits. WORK TO CONFLRn: DrrYq IN preywa oil en its ranplitti-, MI wort Hal rmfwm Wly W tN Ito, knots eW yadr Yreka" en tM trawkq. a given by tM faprr- ad +MII W Win N a urawgNY +r,b+tadw ,rd welv.aeike rrtsTr, awdmm with w drrowFng• ,ad wa;rwlvs wtl tb ilk«Uaro, wren scan tirr b time by w Bgi.rer. mx shell b mY mN» root N « ltNg Id IN rylrwnatt• .acui[abrr P W ro rR rod-d N rby w ErtaY's-. PERMITS• ItWI W tM Cm4at-'+ r'ailp-Mbility N abtein al f.dard, Kato, rpbw R I. p'o-p •uaewy fR tN rohiliN, kn a tM fl-,l d. TM Eentrata Is a» rwarobN fII ntarbitkti Urns pI-lo N with I , w Npth a w caWat oil fv Wkkq dl refit" atk.w W wryly Wtn [N rdntan d thrn pameW and parnlW R.vbu•IY oWdtcd fa w proJat. SUBSURFACE Cwdrat DvusrINtmFOtsRMisAMTIOawPRaOdV«IDdEDto wfw M tM Maty N nV tile. 5ubw/avwid" - port Ws dis blM mreprcaanWtive rod bidden vs atcwaged W tat. mdltlwa boriVs parr W Nedlq. Ca'1PKTIOI: At tM prscpalrvctbn cab -row, w Cwrtlrab steal W r,yirsd b wbnit, N chirp, b tM 6gkrs, 1- opprwa, tM .rothd(a) b W utili«d b m«t tN cmpatien re%,kartmtf cada:tad in Ut.e SpaflkdNr. TM Cm4aty will W rewk" b hat .Miau" ronpoctim ewlpmatl m w Job Th m may W need" b papvly corneae mpl-bl .paclikdlY fR lhN dPf p%t. PNcsa o s ;Pvwnt h m wcv'rbrati,q 1 cwnpocl-a, rehears, r ory ,rrsmfM rlen, wobbly rol whuNd tell-+, rvbWr teed lers, aivibel l«I u,MNd Mlm Pd w like sort W mnfd-" wlt�ls .%,iprwtt fR rampecNm. Such PNcr a e%.-t m b m fR 'l burleWIW« i ad w 114s f rot W cartNderad ux potion sgiprttend te•e,• +p«IfkatlY "y mprov" M lM E.gNea fa pedal co»a. SVPERVISORS ON THE JOB SITE, TM Centraty flat W rsaponsibla Fv semi% t L tla llvs N a Superv;ser urdv N• d'ramplry en N job Nle a roll tNra the m N adausy, wNelr R reel w tarolrvrce:q N, I• WaearolisNd W Ina ari.ta eprtvaclar R 5ubcmtrator• r a by tM IN, eor by thi. SITE RESTORATION, Prscwstrvc fl pbtoythi. •hill t. laen l tN o Phi, R Ns reatilil" a al React to W dfectad by .w mnince. Thee -P Wy .» will W vtilit" upon canplation d crostratNn b etAlliah Wliafoctory canplioncs with reslantim d site b pecw»traLwn cadilian. All Rwiw•ly reyla" Rae which Mw been 6atubed m a rrnla a lN• cm•Uatbn W11 W yen", badl", »"" rod rrobMe m ar s«a;m o2ezo Ricer W attaar 1. 01030 leafva IN Cadrator renawf xil R .act W creaN en ep.'t .pees Yt w .Rth Wcorer elm arts fort N dearth M moor a wry paarr" v mecrrWxd a%rlRni t I,h m „deryaum llity "••matt I M w vm oft pWWI r Ify wry in which m aril-ywd vtllitY moy W krwNd, LM Cmtraly sMl notify 'D'gsafe' by ,ally% Heir WII-free numb- I-eEei-344-'/233. Diaen not >ae will then all utility ampatie+ Mvirq uMcywnd dililief N that -e W Clot tMY cm mark tM bmtien d tMx 1¢ilitir. TM dil;tY tartpa+N, ahwW ma'k lNk Ito» wnNn Ivry eyM q•a Iwo fran tN tuna D'q+da wen rolKkd (eacldiq 5otad, N"I"I", W Icyl IalWaya). Sawn oil ura- 1¢ilttie Wlt rat W cb thl, m a'uulity' am- this etan Sp«ilicdien. EnrgmcY sarovdim, Re pt iron Ws rayk'arant. E/fatix Jv 1, -, tM rwdatay ronfkaim a Diyaa N tN above b wa FR FM tN N bacons Vammt Stara lnu. A foe K,000 may W Nvi" salve Nlap,tp bro D'gaafe WIRe m «cwal.ien is node. OIOEO _ Pl lr•w�rooF' nATER1AL SPECIFKATIONS• All motciob, miss aacifNd ahcwhs, K;lized en Lhi• control +MII W wbjat W IN, approval of CM Erq:rr- vd +MII meet LM opplicdrle ra%rkanent• or eN tart pabh,l a .adaMiwr ad KadRd. a w MATERI M PECIFIC TiONN Nts « eepv., _W .srrtaitm CortrrKe MNIW Ant-icm SaistY d Tntirp oil fit -ace Anrvkm MtiWM of Swl Cm+tr«tiro+ Arrrrken Yioter Work+ Asrciabn Vemwnl Pgwcy of TraroMldion - •stadya sa[vkltNr far Niahwry ,.d Brbpe ewwe.auo,� Amerirm Wla:q SaNty Ndavd EbcU;rd Cora Ndic.a Runb'ry Cock AU Applkabls State ad Laa Cadre ad Perron+ ABBREVIATION" AND REFERENCES: W1rf a thi, M a ti t x.Wfkalkn d one a w Wlau mmtbrod v dlr maaidiws a saistiaa, it N attdc•taad lftd w +anal Osaipw;an I wa14- tW M effort d tN door d rawiq d bids Ndl trio prec"wcs ever tM» INt" Wlwu. ASTM Amskm 3aktY fv Tetiry ad na-itla A5A ,erector StadRda A AYMA Arrtarlcm Wrier Work• Asfoc;ation M51r0 l'rrtarkm A.eociaNt of State Higlw,oy ar of MSHTO Ayrt-icm A•aociptbn d StaN Hiprww wW Trenaportdien Officbla ACI Amerlcm CmRaN MtiWW ALMA hrtvkm Gen Hwwfatvara N,aciotian AN51 Irrrkm NabM staWRa• MUWN MSC ,Nrtskm MUWte a Seel Carobvctbt AXE Amvkm 9aiKY d E;MI Fryror• ASnE Mrkm Sa;KY a Mccltm;ca Dgim+ ASHRAE AntRken Society d N.dirp, Rdrl:gsKi.q ad Air Csd;tbnirq Ems• AIA Amalcm MUtds a ArcNt«tf ASSE Yvnriwt •JacWY d Sedtay 6gYrs• Au Porten Get-d Ito-:ra.a d Ar.tekp CEC CawdtYq figlres CaattroA aVk EPA SrvivmatWl PrRctbn AEl EEE I liUAa d Elal trod El- Ertprrsa NBFu Ndiwai Rued a Fke ad-aritaa ND9 Hallos roan d StadRb N3PE Ndicra 5aiety a Prdwsba Ertairarf NEHWA Haw Erglad Wd4r Work• A>salKim NEC Ndicra Elabic Cora NEIM Nd;wa Elatrkoi I'tawf«rush Aaaaiatbn KA PortNd Cattatt Aswclaian XPI 9lra<urd Clay Products IroUW4 IrL IlrtdrtlrlNr� LaboralorW NPCF FNaler Pollution CaWol F.darotbn 01s00 WORK pKLUDED: Neltd" N llY+ xetbn PeTtaks W IN, EP4rabr'> re.PPt Ihty d prwd:q tarpwsy f¢IUtW TM Caerat- Nal W n.po;bN f- rod "I b.- d IY• out «paws al I— faulRW ltece••a, fa tN Roar forip-t d tM Cwttract, FaludiV bd not " nP INiIb NI t/IrY <NclrknY, liphtkq, Nd'np roil wttlblian, Nlegate ire w.ac, .aYlary failitks, wfKY ad fkK oid 1¢InIW. TM C.ortlrrcb Nal make dl orargatten ll ti tanpROY fait, urW N aAv, d nxd w m fl rot -1 uitkh lrvctipn All taro.•-Y /aili, •hill W ad.%ws ,t pRfomt w (actin My Ra Ytlstd" witbut risk a var.ata a RaMtY darray b my Newwwa. 0.S WORK INCLUDED, Wok icW,WJ N this s Ostrom W tN world rotWraa which w CmbatR a.a,K NNnule roil nmYwan dat'•p w IutgtM1 a tM Contract. OUST DUST COMR0.r TM CenV¢lR Nwl W recpwt•ibN a N• sun «psroe fR ena•rNg law w eat [railed m e rrnll ivn d rm.4atien ¢lN+ rim rot weaN e o •aKY ttmad, tdt-s W u,lten daarrd r•a[.•wY tN Canbaty will W r.yirad W wK axlsr d tM croswcUon ar.p Wth aril- a m01Y cllc:en R .w.sp tM r'om"•fY with oecru- brown m dwt cohort m,u dWv torArol rromursa Hal W pnwkbd d tll lkrr+, FtcYreYq svNgf W uravda. WATER CONTROL• TM W CmUatR +Ita11 take ell rr[.scRy rtraw.rs. bilk tll wets N «cwdbnc, [fall /umi•h ill maNrbl• rod agiprtent ob •btl b dl incbenbl work W k«p lM «cwdim entirely cleR d wrist wNN ga1Mm, pads, buttons rod LMIr fwdaiwr Rs Whip WILL TM Can4aar l•MI W rs•MwibN fa [boNrq lM methoe iR carnrel d atilt rod alai mwrr al ropm•Ib11tV fa IN pd+•yaY a tM mdhda ties.. N rarWctkn fill W a.d.-laen if, N tN ap:niat d w Engirt.-, ad.%w. cetera d rod- N rot m.Ped. wATERTIGNTNE55: It is w r.+pmNbility d w rwrtlracl- b stars tit ill nor +fraUref, pia• ,red ayipmatl WIII red- thN [anise fa lM p:npooa d cmldnirq urabr R dM fluids a fR canvaYYq wch Iiq,kN Rwet-11gM e rod- al operatirq cpdilims f- which tors Ntartdr i t.hy R Wectur.a, whore led:ay M esemnNm b W .xrwN aaw by tGtpits-, Nall W wbJacl b earatian a rapbcarmtt by tM CweratR d lit wen «Mr.. P0.LUTI011 GO?R0.- Orkq IN, cwtstrvctbn p-bd, tN Gatlraly slat «acix sorry r'oorraDN pracwllm W prevent polWllen d w r,at-f d tM 9taN. Pellutmb rote m cMtkel•, pdnN, Ixl•, 46rkmW, Nlrnnas, raw sauwy, ..dNtentr roil dlrr btn(ul wmN chill rot W diarrp" NW R alwq,id. lhrn a NW rtalrrra a mat -mods cbrrl• IsmLq thaeto. Apdimbla stator• rod reybtbro d tM Vemmt Sore AaarY a ErnkwvnmWl ErgYr-Yq rcla:q W eN peratum rod abolarrR d Ilulim tat W anpli" Ith. OISGa PROTFrTIDN Of THE SIC WORK INCLUDED, Wet Nclmed N W. Rctbn ps tars W tM Cmv ', repwWNlitY b praeca tM public Ird rrrtrbttat. TM ,,Mk fill W Rawct" by tM Cmb¢Im fr. wry W al Imvdc carrteded with w ask. open 4ancrra, materials a dNr •%,Wp t wKI n w .ra'a:i,q IYNW Rs b n N po MI bPrW W award by tM rn aLgaa baricmaf, (sce a flapn•n. iroee. NNtion owrvigM ae W poP-lY Ilpltl". TN CarUtflat w hill,!r.apwea fa w wfetY If al ttrstvrren oil w sera Ptak ad al aaroy. b Proarty acarrri.q o-an - wean tM wrortt oam;ard by -I,- R dhswfx, ywrirtp M a o FM -en lM pat a w Cetvactar b protect M+or• - PrapsaY iron Ms-d d spat lrarcMa, rrtaerWb R sypwtt d wry lNr d tN dq ipltt wtthin w tuarkiq :w. All ask WII W in cmfwntac< wnh OSHA rspuldias, Titi. 19, FvN 192L L51 oil applimp4 VOSNA rawlaiam. as]o WORK INO.VDED• Tli, xclkn includes tN nrtMd. tM CwWaty •ill ampby W martian ad praal traffic. TM (a tR WII I-ida Wfanrd Vatic Mimi, R flaanen m eoattee necea,ey W iN E.ginrr roily- paemntenm ogetcN.. TM rwHracbr sort, m ceditiaw warml, arolw flaprwn d wry bmUm m tN projal u,I:ers Ns eq•;pntenl R cwulrvctian aard'vr Ra wcM1 tMt lNy root Yt any r.tavrr Ntvfac with IN mww.vtt a aOfatY d IN Wawlirq p:,b1ic. TM cantraw .MII sat w-V sign• N tadvotce a mY pl-, m tM a J«t wlwrs aMdbro row Nl-!ca wnh tM ux o! Ito rase try V k W It ai tam.eia. aNt+ wars tN poJat w.a.• R <o:ridea Wlh m «Nuq tom. Such wonitg siya atoll W cen•lral" ad eect" it ,xcardai, with tM bleat "itim d tN nova en LNifam Trdr;c Centrol Devices, publiard by tN Federd Hiplway Adnw.iratim. TM coat a irafk police a-v:cea cm;ard by tN Cwdracl ,MI W Pad f- M tM [sterol«. TM m.t of Wfw d trafic polk. will rot W pad >ePRaety Od aM1al W :carded N tM Ric« seat" N w xwal ;tans a ask N tM ScrwduN d Price. N w Provo.a. raw -wry Vdr Nat W monta:ae Wrn othe.t.rix Mhvaed W tM Ergir-. TM CmMalar WII rotlfy w Engine-, last petits, fire deportmmts CCTA Uafk d-t> ad rite- dcalaot" pyrrci<> dwell m msticial aft Nob a Icaat 72 lours M dvmce If wry intent W cleae alrxta. TM Central- .MII wRk Wien tM 1«d pev.m_d to elabliah a witdale . Id OWe torte, roil >MII ci his eu,rt «pmx, profile oil matlakt wibblY mvkad oil well IqM" deW- spr. TM anplvrtrtmt a Re ,en d ty I, .Mlity t R Wfamm pdks does tort rclisw tM CmVata d ary reapwssibilitY «liability talc thN contrat. 02M WORK I VVED• TM GmtrocWr Mal da all cNeNy art'bbiw ad Kr q%,N wY W Morn <olrvclim a lM ask wilhit lM IMita a w proM'ty R ea.ar:enN ir.dmbd N tM dreukq•. GEARING AND GRUBBING: TM CmtratR atoll do ill rteces+Iry work d drat% ,.d Hal al.pae If al and -a, irol"4q lr«• ad Ivan m row ba apprwm by aM Sra:r•cer. DiwIlIM Nal carplY wilt bwl ardkarce. All Ro caw" Hal W IKl cNm ad Rsaenldls. E.cepl witwn ¢tail Im d lr,atcM, ntmlaNa, ramuaya « .idamlka b W bNlt, rote-e tr«. must II, ratwv", ro ,I- lrrn with Vmks ow f_(4) Nchr N dmrl- It,, rmtov<d m1e» dI:-:,,iae regir" spew" M lM QhINr. [Ironic% •MII W dots N a,ch a rvtorrr lMt prs+ent ilowtn wiu comae won [M rertr.,cuen IYnns W pins o ural oppeRvtca. rM CmW¢t- shill ranws all stump• ad root+ within parmamt rlahb-d-wry. STRIPPNlG TOPSOL: N Ilawtl, Mrs cawtracaim I• rot N roadways, it N rari" arms Rivda W public right• -a -wry. Pe.enur row" won resat. An- 4scMV and pipe byiq opavNm a cRrWetbt d +fralure. N rorplet", « mdara Wn W .mtpva ere :« omen, prwW" with tapw;l ad xee" m .path" N Satin IY2p20. Gourd wfRw Hal W Nft it a wd;tbn aye W tit Wrich «fist" Wfwr ca.tayvcaim. onlz C[]B�N6f7Et1I5 WORK INGUDEDr Ember W:n is WII tin casbvct", m •Iwut m tN [mbar seer W malcbl � shed Nw•ewt Mra� mRwed Wrplm sr:cavaNd "aerial « r SURFACE PREPARATION: When tM anbatkment b W corotrat" N Nsa that S F«t it depth drove tM «i,t6V yoda, tM ww witl n IN, caalrvctim IY.it. slat W Rao" M clearirq al Ver, drown t'mbs, trwh, bwM+ oil +NtM. TM aaa Nal W owbse b cohere al Nvnm, coati, err, �» tor, gab;. > arty pbJatiwaNe mtl.ra. wen w artbWv.tatW -s s r.K ad ow, al •tanPe .hat W rot df m elex b w gaud w prcuwbN, bd tort W «toad G Itches ebwe tM «I+lkq yard m mamv" a tM box a lM •tang. TM Qea stroll rot W yubbd, rot al obJatienobls mdatia sal W ratnvrd. All meets rrnitYq scorn cNRiq ,sd yubb;rq till W IraiKalRilY di+poxd d N a moor approvae by w Ergkry toil mrrtpikrrw w;ut bcd wdhar . HM crttbverrtrd• w W W more en I hillside, IN gape d lM agkal yard m which lM arrbab by m on W W rawtrvct" .Mel it +trope" aM RIY trained w nil b ,tn t wrv¢t" N «carear[e woN dent ro R m tor" y w EnpNe- r treat rover« mwanatl a tM .lea. den. opt occR. IUTERIALS CONTRG• TM stewat" rock, I.dy, bwlders oil •tort, «cspt wltare r'eNk"d N w rarlrvctien d dlrr Ilan. - drrruri» died", +Itdl W vaed Yt LN cwrWclbn d enteaJurwea b lM «torn a tM project •aWkemwna oti, ant-da1 Fy, ta1 W M."w m b form IN,ben. d m aNvrk t. MATE md.ra I l opt W rod h w rastralbn d artboevnenta, rear WII w w.tba4mwnts - awwiw lays. d w wnbvb.tenl• W plod ups. ir«en malsbl. Pbrentatt d rend-lal dMr llten rock .MII .lop when lM wabirrd aM tanpwatue, Wlwu 37F, pohiNta LM ablarvty d w rgrir" cwnpatbn. If tM mofwrbl N alwwri» aceptabN, n •Ird1 W alakpiNd ad reserved fa swears rn when IW rmdnrm N -apatite b aM FpNr fR 1r•. N stbmbrrN,. EfBAtM.HIENTS OVER UNSTABLE SOLS: Wit wrtbvrbnena is b W tasirvct" wrenp, k v o'sa d astdls soils, w usv;tdrN mal-bl Ndl W cavalwd b reach spit+ d adm'dc WVYq <apoc;ty W tM snbvevvtma bepen. AllwttdM method• wch m ux d a falter fabric M plea a «<wotbn rod badcfill nay W dilited en1Y etc mRwd d woe by w [np:rs. ru-a scorn «<wdiart m w projat •tat W WWd! W IN, «lent wa1dN ad rotor rot walaM. steel W abtaird Frvn ahv fwrcr when aArsie" N uritiq by eM ErgYrar, METHOD OF CONSTRUCTION: ndera bwN pkt,wJ N aNmkmstN shill W Placed N hI,1i l IoyRf d Wfwm thIllmwt> arrn tN tell width a tM embnkment; «opt when it h Ntpatkal W carwtrtrct w1. width a tN rnbmbnwtt, Mtla width Nye, may W wthorir" by lM Sri-. Stumps, U«a, Wmh W other urildaN nta-a WII opt W pke 1 N anbadynst•, eq m d-IM en IN pit• v m velar" lay IN,D'_ TM byes +MI WON d w iWd«psK pot d lM fill. Grtbarkntenl+ sal W qa" erd ranpocl" m N S[cUm 022G5 a lrrx a acifkgtwr uWq G kch lino b pb1aN 9'St mar;nwm dy ,IwritY by w A545NT0 T99 ($tadRd Pral-) a w ASTM OGro trot. FNW eerily tssllq alai W der it radmmac. with LN Sad Car Msthd, ASTM D155L a lIN,Nola- flethod dewlbcd by ASTM p2p2 - AASNTO T23Eu . Effaw •pr•peNp pripmmt shill W t••ad m qch by- b obloN W1wm Wcknr• pl- W cenpatlm. Eah toy- aMl kept own" b carat- lI tM te,l+;de .dy d ,attbaA,ttaR W vttkrru+ Owl'rq ob mviaNtYq will W rairk" W ear. Wfwm den.;lY. TN auks -m a wch Iayar Hal W W(orm1Y wheat" b d Isml IN r.%,lwe mYvnwn dasity by we a cwryatkn ay;pnr.tt cwrialiq d roller•, ,I.tpaly a a mrrtb:Miart trr.or. Eetn rnalta ad rite- egiPmstt rot .v.anmlly mean«wr" rR cwnpaUm purpaass WII not W carrider" m cwnpoctian arylRr:ent. All fill oral-bl WII W ranp¢t" d a moisture ct daNrmMd byI Ergkw- b W witabN fv obtahirq LM rgrk" daWity.WtY. N ro cros, Hal LM r•t-s cant-t N soh Irys ceder carfral;on W ntR< then E Mcatt sine w oglrtrn rM•lR. cenlatl ad .hell W Is» l/tm law oyatlitY flat will care lM atRSJrmnl W Wrarta sweats dukV cwryatbn. SPagM••, fink% a dMr displaarartl retdr stony .q,iprtent Whitt W cattNe,r" Ohio rate avWare iR m atgkr-iq detarnMlion d tick of •lability Irder Lhia raairenrmt and fwthar pbcarvtt a mol.ra N w ve afaWe •hall W •tapped v retarded b abw w nal-bl b •tabilia. Wm w masHrs ca.Kett a w sal -a N w by- terrier carWclbt N N» then w a.wtl rr«.wy W obaoN ,a1JKatwy canpactbn W mabYr conpalkn rrtcllrmc, tr,K-WII W mdeA M pe•wr. d;•4iM,lw� R dlrar spewed ay;pnwntl r,at- teeny aNe W add" M «rlvpuon - bvrwu pile. TM uat- WII W WfRmly oil LhoragNY Nraarod M byptfires tsill ilia, Ivrow' V bbdkq v by dlmr appowd ma[bd•. This mWwNtNn row W anitNe fR sods ad gravel. When LM mol.lus Consort a lM rrta-id 1• N «crn a 3 Percent tfbw. w aptirf'n me1Kw cmtatt, try rvptarial steel W tltaagley Nr>pp'a" Nb tM uraf. md.rw R lM wet molars atoll W warded by O'rxkp, Itwrauity bNdYq, racy makq a by dlr mPovad methods: a m6i, tNm , lM IgPl i rot ntdcipl Hal W star" oral tM bv- la> trNa W tN re%ir.d moNtpa cordate by aYppaaum. PfllIPELINES IN EMBANla KMENTS• PIaIMs wrd eWcture. placed N embainnenN R •ill cpnfomt W vex +acificdioro with reapat b «cavotian, bddirq, bykV W b«kfillirq. Earorallen fa p1a1Ms b W ore N stbeWartwtW •hall W tread. dIR lM srtbvivrvtt b bast cor•tplaNe b o Might a S /«t aWtr tM oatrn d w ply. TN, pip• Wll W tie, properly ti= oW -WilNd W INrep t l N i a Ire «matlen. Cm•Vv[tWn d w endaearorK shall tM <entkrr accvdrtp W thN »coon. btbmb 1 F-1 tI.c fi pi ill I,I slat meat Il refLII t, h fR 6akfi1l. No payntenl iv +rbatiWW bakFl11 will W wthorixd fa bak(11 trscha• CODER: ErtkorMwt. +MII ,W tpwdl" oil xsded M ocarinas Wlh SseUet 02p10 d vex paifkouer ulNsa .p«;Fled dtrwix en w paw. N arlbaiarrd Itr a-aNwt canna dottirge ve b W mode, tb vw alai W yaded v bernrd b pwkN ama-tratape ad tepail" Rip W IN pbntrq. WORK INCLUDED• TM fabw;np >aUan essyibn tM work b W core by w cpnvacmr N neat:% Pakiq «rape .:aaadiwr. GENERAL: Prbr b tM Wpimiq of aKrawtien, ymirq oW embarkrrrnt eMdiens N my -ace, ell necea>Ry cleRiq and yuWktp N tMt yen sill IrPva beat <wnpls4d. SLOPES: All I Yt Wad sand nl acliadiWMa oil wdcways, wlrur oil « roWr rarwcl", slat W IwtNraWnly aawaa ad [le-" a oWVvcliwr W lea M a «at W UM rad;Uan. Eucavotien +hill W mode N ramwtdlY clefs ratfonnllY with LN tiro, ymes aW rcwkanents Yd;cd" N tN Caar¢t R step" by tM Ergkteer. CONSTRUCTION: Durk% trr mrotrvcUen IN, ,,,Id + W p-kkq sill W nta'arbYtal » llot trtev will W tr, p,r i dl limes, 4. traFlk i• muna iti «-ciaee b keep tM pectin spat b trafic N e taUKawy corWiUm. RElYNAL OF MATZ. At.. All witabN md-a r dill tram «cave -Nall W ufr4 Yt tN femtd;on a aromN.mt• m kdkat" m tN Pkn> a m dial" by lM EtgYwer. TM «era a wmW ma-bl «mvol" duty% corouucum a tN r dspoNt"fin wch iiPloc>• urithin IN, r;ahl-ot- tunybim "rbs Ndkrw - thi, Olen v m d-Id by w aster v &qk Norte a the « v w matrons 'll W rmtoved !torn w Rojat NN, enb.. armitt" by tM Outer a Erq:t>er. Aril' mal-bl rat uxd in w rpM-a-carry R fatten •bee• >Ita11 W u»d b fll arnW R dlr tiro evla withN tN RoJal lad. m viral" by w ales R All d LM cram tit are fill" with this rw R wmN ant -fiat •bit W yen" WW draN, tepadlm, xadd ord mulched N acReatca with IN, bm>capirq aped/icoUws. Ti,,rattreciR till W re+pan.ible fa lM •tdility d dl cartrvcNd ,IrrtbaintmN roil Hal r,pl«e d li+ wn «Papa any pvtiws which Mx barnne ei,pbcm oil r,rlich o rot d46utdie W IN u.rnafdobN rttavematt a lM rwval vaurd wpm Ti,, k, a W "'ll N ntme a b en Act a God. BORRW 1'tATERIAL• 11nNs• wthor;[" by tN EryYrer, barrow molarbl abet rot W vbc" men au witabls mpNra bf oral .awd" oil via" N tN ative:mett+, «ceq wM Sad BRrer,r a GewIR Bwtvu i+ ra1" fa m tM plat a wMn GmWv Bwraw is rayir" by w Ertgner (a we Htd- :pnbwewnatla Ruxd with ntpt-a scorn raoduay «ramtbro N r.tatNp atba:kmatN. 02221 WORK INCLUDED. TM GentratR shall .awaw W repots depth N oath fR Nar�,t ar'dtlr> c M'at over-o,Nt'ro+ � T m rw«»vr, GENERAL. TN aracM oil ills «<waUw Nr11 W d wfrian 4ad dadh a dl pa1Ma b albw al Pi- W W laid, Janla W W Fa.rrd ,ad •traUrr aril grMtavtl cwolrvcl:m b W W;II N tN owl tbrngM1 ad uskmml;W rtvYrr W W dlwu fv •It+•eNa W Nark%, putplrq and tra:I ad fv rwno-rkq ad rspla:q a»r1bbM neon bl. Trsch» aril .amnatkro sort W K lame Wrlve fiches wide lfm tM Maids dkttensiwr a IN >WcWe they Re b <artlwYY r'sKlref croft rot W urrtaefw'l1Y adds r m b mot -illy Ncrm km en tM pia rewltkq iron b¢klill. Bdtena d tratcNa ad drew >ecaatieu shill W caned I. tires ad .atiKatwy b tN ErVl.rer. Bolts»4atchr ftI pia Nd1 W <ami" b a 4gM1 Na Y•cM+ yaatar lMn armed pra.M, refilled W arms N bedded N tM sp«AFkW bsddNp method m datdled m tM Cmtr¢t DrvuYq+. No taarrlkq ;tl W Mmitt" N pb« a opal trwch corotralion ante» apacllicllly Mtrrit" by tM ErpMs R ryMa m walfi" trtd- 5atlan OK15, Work Wiudn StaN NgFupy R;gMs-a-W.y. Escwatbro mjaena b «Nti,q red -gated +wctue• Ndl W der by rail w thee fouddio d +VtKW'r .MII rot W disturbed. IfltRew bmNRs v lady rock ae wKMI-" N «cwd:oro fv plalMf a WCWrr, sate bovWc• R I.dy r«k droll W rattpvee W a depth d Ns NcM+ Wlwu arms and spas acupNd by Urn Hal W nFlll" b yens with w .mcirr" bW;rq md-bl. Tracft» NMI W stored d wch tkrw oil b •aM1 savA may �d�Rty Weh-a ..ram .�.rNwra�atin.a by tlAll trt. � :ralp+be�rraa'rwily" t� Ww arr�d kept +apvdw scan w our «cprplee rtw-a. Ir wit, «coat" r.atara seal W u»d fR anWrinrta+, Wekflll ad /Ill. 9i4 skpe, d saearalker +Imll W N» elm tM mgle a ryo.a d r.a-w «rwdad aW •MI W Fla arugh b >l�l W date It,w Gadr«tar ra«,It d N;daf R tax-M PlRertarl a b"dkq maewal +tall rot W dos until w� sad hen b.m Uaragrey dswder" ad lM Ca4ata is rmdy b total pia a cwaVal rourddNr d wives aVvctur. LENGTH OF TRENCH ALLOWED TO BE OPEN, Lenptrt d iraah dlaud b W span aN41 W deN.tnkrd M tN Engineer. TN Wtpl rteatkq lagth Ifwork al N soh xctkn Whittkeq m tree m N praticd. LTIY tit Itnpth a trash which rm W Rot«t" M nrao a barkmes, sacs+, W tM like fbtl W pllaured W ratwn open evanialn. INN» .palficallY parolee" by tN ErgYrc, ill 4ach sawaliwro Hal W bakl;llsd Rior W work Nava-douar ra soh wrkad. HIXELLANERdr EARTH EXCAVATK>I: Nrsver r'e%,k" by LN ErgYw-, tN CwWral- Hal do carte sacawUm ad bakfillkq N additbn b w «raalim aril bak<Iliq , men W rartrwct w work r's%rk'.d M w Co by Dora.tent•. ni.t pi. Ir arth «rwatbn wed Wckfilliq Itay W reWked by the 6%l•.- (a Wat piN a fa rites tKare»wt purpa.sa. It may W roc.s•vy W do seen a W work by bd. E>cavation iv dxpt rN I,wdarq d pt n ," dracq> dWhe+ slat W YKlue" Yt this Ilan. TanperRy R prmvtatl nlaalm a .trsam Null rot W cwrlea" ads mlacslbtrar s-th ercavolfon. EARTH EXCAVATION BELOW GRADE: WiNi N w epkrbn of tN Erglr-, mdarbl K a Wkw gads air a pla R fU'uctur. pM depth a t.dd g npt-b N Itmis rR (aedtliar, n sal slur W ..[roam W wch addliarpltrooper"•p dtM m Wiralee by tM ErgraR iand then refill" with awMdton se, well , R lM Ergirwr nary drat tMt I Flit- fa m dsfltW In Satin 0 ,IS W utlN live d drops «mvalbn. 1/ FlINr Iaric N dllVae, It >MII W Mtd Nd W tiWM .scwdian tMn bagM b yens Ito f- Pips Venchr m Nowt en tN [antral P+wungs. Wlwu yens fraud en till. Cantroct a-au,Ytp•, d bl Rewib" by w Bgksr, It Hal W traupht W stets d [M Gnbatv'• a -testes by _11.11rq wile urn camtpatt" Wddry paNra. EARTH EXCAVATION, Forth «coalbt Y ,,da• al md-as not clmafNe m rock «vratlm rod Fckde, bd i• rot linitad b ctrb•r Ndeuaka, Pan t, Pad, cWv' sill, aaW, rrvrck, ywat, Itvdpm, box +Iris, box state N rrtmr+, rod bwdcrs rrtrmuriq N» then o.ts c„bic y-d N volaetr. ozzcs WORK INCLUDED: work a this section p-laNs b w Wckfill ragrlrsments and defnnar d r.aN.;a• dilii" N bak(ill oORdiaro u,hiclt lM Cwdrrcllr must wryly with. GENERAL. E«h •bucWe v arum d planrr WN W Mpectm oil apprwm fv barring W bakfill Wfw It I. covcad. AR-M d tM Tob"d'rq W bakflll will rw carVluN irol tcceplaroa +lrvclure - plpe1M. Arv,' pipelM W l sword W w a Ito, a.ranre a dartoQed •roll W re-la:d - rpl«" wiliwl addil4.a cratpen+diorr. hip back(illp WII W ak•rwd Rawrd tI,, bf t" ,,I lR + wail raveN R rt>aarY teen .cl wfrre;arAlY, dela W by LN E.gYr-. All «gee fill WII W ranwed scan w cot d.PI NN by tM Cm Valor, mN» dk¢led ahvpix by w FztOkr-, rod ewpmsd a N m � MWMq oM T.tr C, �b 1. wl Nth 4tetcporidian b v d-a aitc IN siN. hip «tau rill sport a mar W stockdl" d w rarert,cuan Nta. PIPE BEDDING: Ra W"Yq Nall W that nalsfol N w Wench dkatlY ml«rot W lM pia. FR ill vlmtic pipkq row f- yadlr xurar .tam o-on, roil- man a tarp rrtaky it Hal entail (torn tM Wtlwn d tM 4wrh, G' Wbw tN Yrrart a IN, pIa, b a paint it. date tN trotter of w pla and sill coroNt a rrwnse •tort, roil a :yaaly pipe bamirq a debit" N w CmVat Awubq+. Fa euctlN Iran ywiaY enerR, wear tooth « fRm moN one fR rcibRcd rarrreN a mpYnit oat" cavvaoNd rrtsWl seam droln, LN beddYq WII «led (ram tM Watarn d tM Wch, 4' Wlwu [M Nw-1 of tM pia, b tM +prkq Ito d tN pia od Hal ewswt d sorted teener fad - yawl- pla Wmiq m totaled N tM Caerat Dra N, p In pla Week% •MII W wnppct" W tM mMtwm ewp.l spal(kd m tM plm+ N Rd- b pwids mlfonn wppM Rwne tar pIa. t FI-k Matrw;m nldix b tM pla bsedrV b W K;lii" m tw> project WII pi foW m tM Contract DrawYtga ad rate- w •«rim• cor- pacuic ryas d pi.and-as, 9atNs 02520, 02555, 0255G, oil 025G0 gpraprbN. PIPE BACKFILL, Pia Wrkfill IR W. Projat Nall icltde Ill ntpl.ra plat" abws tM py. baddkq to WtlV 4' a fitiNrd yad. R W tom a It 1W m Noun tN Canbat Drauiny fv rims uric tom• aW shell W »Wt" cwtpataN tril rrtotsial scorn Ur cccwd;m. rtd-iol. uxd IR Wckfill sill W atbjecl I b M irprCUen rod opvwol d tM Fpi,ta-. «crn N N wNN, a tM ErgMar w or tweed matsial iba s uswitdN fa kiill, tM CatvatR +hell di•pa» a tN a ,,atI111rp al -la aW wbstitde approv" +oil, yawl « steer mdyial N lM arouds ,M QF 'VF,t �.e Roprtlwu .palfl" by tN Ergkte-. If ni t- i P• sal rot EI plat" N bak(ill+ aaSa(�//.••" F •yT>L'OT--'4 ad bakFllN .sal rot W dasd m froten rrtatarioi. No .t;n of 3' ines � diarrts ,hall W Placed with 2 r«t d IN qa. LRyr airs nvy W uteri 'n . 4f (Qrj{ �t n tM bakflll vwW" toe N taken that •tars m not becmr root" W that aill rl( •� � = rail. Wtween •tars arc <anvlcNlr FlIl" won rM mpWwaN. rlr fiie am ll`.W Na 72D7 . W . q«Hlues a +tor uxd N bakfill will W wbject W appwll M IN, Ergiteer. No b¢ktill fMll W dropped scorn I MipM d more elm 3 feet scorn [N top a tin i�f �,%r•?; nia. , C��'yvi RECORD DRAWING ••.;«;; TM b¢kfill Hal cwriat a taro »pRaW xars. TM FMa rote WII a>feN f- IN lap d w Wmp material b a lripl.t d 24' above IN trotter d w qa ScWt «raveled molerbl with +tars ro 1-asr then 3' ONnal- Wl W pl«" N L' IifN ud cwnpabd b a drriLY a aKi a w ntmkrtan try dwitY m'p IN T1,I d P.aty IH Im acordkq b y DL v AAwb t1 , pi (NNat x it W TM materbis sill W Ola" cRe/ally a m rot b disturb tM Pia a roux ;t b break R miwl'pn. TM •scrod zwr fMll <slaW rrwn tM [W of tN first ia.te W wltlrn 4' d finiN•" yore a W rood wbyada. fbtcbl M this rotor atoll W xlat eacw dW, ity "N IUW ad can, W e W AST of 95i a AANHT n dry (-t aNry M Seeded Pr«tar Tet, acodi•q b ASTM Of.9D - AASNTO T9a (bWt rw+bn). Suitdl. mMNra roil cat W latknl" N this wee ad tamest" ysirq M�Iaat mr� ides �"M> : a�her wllab� gripnmt. a f;dkq late '"Fit canp¢tim raayirement N enrol. M calteaenls» gab, vi'iWJ pbte N catritad am roil v;brdary roIW+ N wtccvt(+rd Ro ten W da;x", prerWina w •pa;fi" lyre a canpatNt is treat. GRu1R mNsienlrn r.wt-id mry, in sent cores roil uPen aRord d lM ErgNa-, W cmtp¢t" miry water detliq-urrrrr+ran tya ibrallrs with fla.e:'V oil panty%. TN, entire irarRh with Nall W Wf , smear" am Wmpld N ym•� TM rw.oN'uq 4' d 02p20 Vetch Wtwe.n [M lee M W d tckfill W tM W xeikwl rotate, en m W eed I,orMI with •ped, >I W Wckfil4d with tapw:l, anpaled ad fNislyd acwdatce h Sayan , FMI Grvekrp, Tap.al;rq W 9a"Yq a lllue SMificd;om. If tN Rm is b W pored, lM upM torte must W cerWcl" N ac<ardace wnh 5 I: 02 roil I IL50 a 02Gs1. FIELD DENSITY TESTING UnN» •pacified e1»wMre, w Cwdratar Hal proidr fNN darwRY lrN b newsy that tN mnpactien rayiwntenta d tfw falkn Ives beet met. ndcial Mvkq a yadalrn w;tM1 m«s LMt 90t rcfaktd m LM 3/4' gamy W cawe-" too to-x Fa wu>faray daritr tetNg oro thRKRe +MII W rsplacee will (tear rrtaW'lal ad ivf t ,Wr ity frcNMth Add;tiwa rN N.l. rtecesaay, baa.x d raiWrs d tM fYst l.N b cwtaly with staled dadtY rerykarrorll>, Hal W prwiNd by w Carttratar d ro aedtaa met b IN Qur. TM e INty Wslavnkwbn will W n.ms N awreeye Wth Slmdvd f4tlod a T-Yq - DenNIY d Shc M-Flaw by w Sad tort MKM1od, ASTM DKSG (AASHTO TI%) R Ir>kq NaNv nKloes N occordar with ASTn D2922 R AASHTO T2'M. MATERIAL SPECIFK TIONS: TNf sa pw-W W w "p fkdlarr With tN CaNatR nw>t ,Imply with ,I;rdkq tM %rally ad type a ntalRla b W dillr" III, rill, bockfnl ad snWadsrrn cep -dim•. tuatarPIPE GRANULARR PE BG ILL• EDDINAND BACKFWhsa ref -gas N more b IN+ a Pm EDla pt wnhit LL, •pacNicd'an•, It WII mem a well • o pie maerbmi.�Ili .sal mrn:sirur �tdelaam rc­,ir�ts fa yawl� Wckfill def:rd m lollaw+: Psrcmtape by YNigMSeyva fish Sieves Sieve Deumatm Pm+iro Taal bneN Sad P¢tim 2-I/2• %Os - coos --- W. 4 50t - 100% IOOi o O -lee _ M GRAVEL EORRW, Wlr� rd-sce N core W this rrptsa ettMr m w plat R 'thin w .pallicotiwr, it .hall cram a rrt•tsdl remwtsblY fr« Ram Ntt, ban, cby a Rwic natGr canlakiq ro mRe lMn pi by uroidtt pm+YV IN a300 aim. It Hal W WfamlY yen" ad tM tcpe•a •late atoll rot a,eeee i' N my 6Yrten+lm. SAND, 9aW fMll cwW+t d cbm, lyd durable yalt•, Wiwntly yen" Iran tow W fM W Hal W ire from Nj-iae orwtts a will, boor lay, Rgen'c heart- v dNr MrmNl •ub.tacea. It •MII mast tM grpeaipn regfratatb fv roil defYt" m follau. Percmtape by Wsipht D.. rre Tot -I Se.nals IDOL No. 4 90K - OOt NI. 10 GOR - 12. No. 40 20R - 40i No. 200 OI - IZZ rTi­� MAIN LINES CU MIQLC uOLUDED� Work it etas eec m pertons W Ito Mtdbticn d al .inn trap w>iwrn and rotad Len tN Cm ¢t "DrwrYq, MIdi«c�ll� by ti W EEryr�a � m TYPES OF PIPE: TM I— of pia which may W vesE fv •lam dreil - i> Smooth Ntciv atd Ar W, Eyt-i« CR IW d High D..ity Poly,thYlar Pia (HOPE) v en "proved cyal. TM nveoN was step am4et ad .tairtNaa .l«l <latp o+ea^b1Y muN W teeter" M Ito Er'ai•rr pier W Ito Mfdbtim If wry pipe, SnOOTH INTERIOR AND AMNUVd2 CaRRIWA h NIGH DENSITY POLYETHYLENE PIPE, Wrhii, .paafiwuen gIWd H h W Oty Pw (t00 W I(H mm) NYWIPI -Nth I Nit ad Amuly E+Nriar CsrvvaKad High Dao;tY PolyetMla+ (HOPE) Pia with o S;It rqM sd Lwk ReN•tR4 JaNI far ve N rapresa.a ywny nag traYwga %piicdNr. . AA3HT0 r052: 5todad SpR:firdim fR CavtgdM PolyKMlar Pia, 4' W W(W W 25aran), Type S. . AASNTO ft2'f4: Niddmd Spacer- 1- C-r ,Ma I P..,I.ybr Pia, 12' W 4W (30O W I" mm), Tya S. AASNTO 51mdvd Spai(i<aion Fv CwvvyNd Pely.W- Pia, 54' b 1:0' (1350 roil I500 man), Typt S. a ASTH 00121, Stadvd PracIiti« fa Lkderyasd Midldian a Tlrrmoplmtk Pia fa 5eurrf FIl" OtMr GwitY-Fiwu I.p Pero. • ASTn De3W50• $lendad r •d(kdbn iR olyctMNrN PWtk Pape ad flttkp> la -a•. a ASTM F4T1• Stmdard SpaiFvwtien fa EWtmxrk Sorb CGa.kat•) rR bhkq -tic Pya. • Pee aril rittkq malarbl •teal W high-daaity ptlYKMiaW ntcetirV ASTM D3350 mkwrnsn «II clrnilkabn 324420C iv 4- trragh p-iKh diocese R 335420C fa 12-t1.agN f0-Ych dianst-s. • Pia mwfalu" fv Wa spaificalian slat cwrWv with w regirarrtta fv test mslhms, eNtarMn., 32 r.rarkinpf read N AASHTO H252, AASNTO f1294 ad/v MSNTO fY]-97. TM Rewibed elm a pa vc mmkta Mid' dimrtm. Pro N»f Moll W ro W. elm 4II d rmtMl Mida eb.tata oil hae o min"mvn d 10.0 Fet E k-Y WIqtk • Far 4- W 10-Inch W 250 mm) damKaa, tN pia oral;" Hal W month Nt-br ob .Marti Eel-tar m• eetP. PeYKMa(HOE) Pi- 1 tM grN d AASHTO 1052, Ti,e 5 FrW Mi- Ych (300 W IZOfktan) dkrnctaa, tN Pia wppINd Nall W wrwoth Nt-br ad Aml- Eatsiv Carrupded Nph DasitY PolyetMbr (HOPE) Pips n ,ii th, rsglrsronW a MSHTO M2 _,,7, Type 5. r Fa 54- b rA- Ych (1950 b KOpmm dlw High , fir pia wppll" •MII W atone- Nt-br i, Araoly E+l. A SWT0 MIP7 1, yPt St POIntMN« (HOPE) Pia rtwUq tM req,YwrvtN d wit, rWt t,dr, TYa S. • FbaJq's 'n' orbs /v vx it daa'pt awl rot W Nr elm 0.(Il0. FITTINGS: fnlNy Hal mbam b AA5HT0 n252, ra294 a flPf-9'r. Fab:mtse littiq+ Nan W w<Idd en w Yls;v oil «tacit d dl Jutctrn JOtYTS• Pp+ Ndl W l•t,WdwW with bell- t t;!!! a Jantc rmsUry .i N IT152, ItP]-9T. Jektl• oral provide ale tight ad Iwk raNetad JPMt. Pia Jokge sort N-arMole o gam t rn«lbq tM rWyNrte't• d ASTM F4TI b rartn Nit tlpM and Oak rsaalmt ranalian. JokA• .Irll sae" INroil UpM joint parfwttatm MI d AA5,, 5tadad SpeaFlcatbs (v Hiya BrWya, OdNen I, 9allen 2G. • GmkaN Hal W MWII" by tN pia moN¢tu- ad ca.-ad with a rarotobk romp W awwr. w ga.Wt N rrr f.ml a.b+•. A Jane IuWkart wept;" by tM mwwiatvc •loll W aril m tM poker W WII dutq m•anbH. ♦ }no,th Nt-lar ad Marla Erterlpr Comugd" NDPE Pla Nall W SRs-Laic F4f7 m meaatu'" by Ilxv, Ya. a a pre-apprewd Owl. All ate,tae pCrmaa� �� Ill" W w Beg'•'•- ben rock• Wlae bid dote fR krdsbn Midlalim Nall W N a ordatcs u,iN ASTM pi321 WM eM acspaNt tM. N vdr k" Rem awl W wr rent (0.3 m) fR 4' - 4D• plpe ad IE•(0.p m) fv SI' and GO' da • eeckrill w plw with rttaciel nteatkq i rtcyYanalt d l IW p D2 i Clore I, CRUSHED STONE: Cruawd Nair - •rr.atad arwsl, mill den tram Sy4' b N a 111 abjat b w appwW d IN Frgirer. B¢kri11 WII W pl¢" Yn awl W Y y bash Yrh 11f4 ramp¢(" b amrtinwn ISi atad-A pr«tR R m de.prlad by I/4' and a aauNalary gplilY •Itdl W funNhsd b ragas ptwltdN mdabl w Dq,aer. «canted Wbur yeses, b bed pia, b repbreJ aavtlroriiad «cawlay rod b W • Tr-ch width Nauld W rode awgh IIplow ad carpal bakfill Reed IN auks v.sd sbwdra » Noun en tM Canlroct Lrauiga v m rwyk" by LM 61gYWr, pla. TM 1 - h wdth +MII W wNw dianetv.24' fv pipe Nm 1Y b 30' ad It awl W <Nm, Mre, awrmla ob o-« flan a,.e, Nan. [by - -aaic mats autf:da eN.rWr.3G• re Pia .ae. 3L• W co'. ad Wu W weu rw'nvalad N pbu. STOLE FILL, TM CenVabr "Iline spsJFNd o-ar•.g. diWN• falwukq «cwatbn ,ATIWG PIPES Storm traM W wlwtf WII W c WWlIm a firs Wilbdten with alax fill N rso»rat1Y clrn canfemetY Wth tM dinwrNr •bun m lM qen p�" e•d baddsd m Noun en w Cmirat D-puNy. Eah qa wall W creek" t Rior b byrq b en•un tit it N clq a all dirt ad e.bria ad WII W laid a m vile" by LN Ergxrr. rve W Ito W yens m Mkd" en LM CenV¢t Drwukps. All jalnts •i ilh ll W SWrr FlII mry a» W men N tM flab;liidiat a ,aMvemmtl, roil till W laced UpM ad Norte •MII W cedinuorrs.rPy when pia i• b W law withN tM pStaW cares VtkJar+, m afwn m tN Pkrr N a maarr tMl will rrnit N a SaH��Lq�of tie�mtmt NiglwsrDWSV'rt Spalficdip,y,regirwtatts a "ewtmlY well Pd" w/as. Ca. sMl W ltrst N w Plec:q W awN diW trod-lyip ma -a. Cary WII W «aci..e u4m enloodeq pipe pram dsliwy w kf and mwkq qpe W TM atone WI W » place and di.V;WI" lid urro WII W rtro acwrwlatlart• d IN Iita pmitim. Nam mnag.e pip+ i• njat" by lM Ergirreer, row pla sal W dthv Ito lags R smalls roam d star. Ivmi+toil by tN CmVacty d w Cater«tor'• ecpatse. Rwwgtenl d w •tar (111 by IOW lab- R ntahmlml sylptvtt mR W Whss «NNq pia 1• b W retort" R «-lad it b<canaf clamped roue W w _'WildW sitar w plii" arrnlN. iwll d tM CwrtV¢lR, It Nwl W ropNNd with haw pa d w CmV¢lo'a «pans. NM error fnl ,nil fill- blaiyl cs b W placed m part d m anbeivrrtt, tM PIPE eEDp NG: Pas WmiV •lrpll W m apaifNd it Satin 022fh d these protecuw naNras Mall W plaed raaarattN with w carVvctkn d IN 5pccifketiaro. ReMf .d carnets ad mpbll cooed wruyN4 nMd qa Wil W wnbetbrtenl mN» etherwiw wthRl[ed by w Ergkrsr. b"d<d tram UN, traaM1 W[Wm, 4• Wbw tM +rose d tN ape, W LN sprig fir WMr's •tan fill ,ad fill- blmk.t N b W pbmd ad- tail-, method• .wt W d tN da with cad o growl- da beddiq m brill" Yt w Cat Vat a -a vN uwd ua will mNMir xy.gdbn oil Nave the tN rs%ir" lNckrrw d PWw" pipe •ill W- !torn w ""I, bottom, L' Wlau tM kwert a tM pralaLix mol-bl will W ablaFsd, pia. W G' doge tM Rauh a tM pIa with atad - growl- PIP, baddng m eataNd N w Cmbat DrouNp>, B I,Flli erne w pla baddiN WII W .nails 9br fR •tort fill artdi W approv" hRd bbl" neck. TN •(wr Hal W arqula «coaled ^w-a frw d •terra IeVar then 3' a.d •hall W plocsd ocwdiV W N Ntros oil .MII rot haw o arpllsK dNtrwbt Nor tit 1/e a n• lageal Srclbn OT2L5 d tNw sp«Ilkatiaw. dNtoim. TM •lRr till +ill W rsmwnblY ursll Pored fr'mt tN ataWl b tM rrtaLttHn Na •tar •pai/Nd m m b form o corp¢t men• wM N paw. 1TANHOL[S, UTCH BASINS AND OTHER APPURTWANC[S• WMrs Ydka" en w plaro, w Gnlr¢tR •teal fRniM vd MId1 madar udich meal w r.yirwnent• P) Type I. TM Iwgs•t eittawen d w alaro WII v'RY /torn I Mh W 12 Yoh« a Satin D1401 a w« 5p-ifkatbro. TN Canlr-tar elwi dW fumiM ad Mlal oil a iol 50 p-catt a lb toluene d tM +tar N plow •MII hors a Nat cash bofiw, when idical" m LM pit•, which mwt w rcy'+attmb d 5«Lim dMasian d 4 YCM. 09402 a vex SpaKkabrr. All mathae - tatter WeN •laps, , gram ad otter mNcslbrw, mid •ill W funlNae ad YrctdNd N ¢cardwtce wllh Satbt b) Type 2• TN lorgs+l dl.rrokn d w •taro Nal u-Y strove 2 La1r+ b % O5E50 a these SpaHkaNn. Kars ad a Nml 50 p-utt d tN vok>ry d lM •tots N pits +1w1 law o lot dNmsian d 12 NCM. NEADNALLS• TM Canlratar shell cwuWct pipe hsad,rolN d lM lacdiom gam w Canr¢l DrouYq•ord-d tby tM IErgkr-. Nemwals >Iw1 be tie her <) Type ]• TM brget eurrakn a lM •tart sal wY scorn E lotto+ W 4E a,pd trdala coral", contrgot" pdwii" orals N aatiws - •rat Nclsa and d lot 50 percent a w whin. d w •tart N plow awl Iwe a Nmt •pacN;ca11Y d«I d'vrmNan a K IaM. W a cacraN cerWctlm, m •Iron en tN Cwnlracl OrowNy. Id) rrm 4: rM Iwga.a eM.rNn d tM •tar Hal .w Ran 3 YKM b eo Ir ewrwet" a tartan., al ewcret. woe" WII m«t aM reryiratvtt> fR ebx Yrhe Pd d Net SO Mcent a w natant d tN Karts N plea Nal Irar. p lot B cwyret. a M Salim OS300 d these Spaificauaro. dimaro;an a 20 YcM•. RIPRAPr TM Cmtralar •ill rvmish aW alas rlRap in rpatdlY clox canfwnvitY WIN dMawan+, elevatbro and d tM bcel.brr Ndk:ated m w Alma N �e with lNaa fpaciikatbte a m -ricrac by w Erg4r-. TN •Ness W W RKsct" •ill W yd" ad Mop.d b tM I-Yditd" en LN der - m scat" by Fi EVkr- oil if N a FlII area, WII W sheaf" mar W+ actin. All obese WII W ntdaared rod protat" W tM rod Ito• Ydkaee en w plpro -tar b LM pl¢tq d Marty. Stec fR wpm •hill W apravad, rwgh, Iran Wary •law, m IY rcctatprr «cUan m paticd. TN •Wire• eldl W Ird, •owd, nN.imt b W atiwa d wrier ad u,edl.riy oil wlaabN N way respect fa tN prapex Nlwtdd. TN irdivkkd +tort• fltell Irvre a degh ,q,a b tM thickrrff a tM carts d ri-cep. TM wRaP, canpNu its ae, WII rmeiK d seers flat lava arttrtitarn xatr d e twit r«t, en twa,i« cram. TM wide Wtwaen tM •tans• abn W chNk" with small- star• b Roda. a nbtivery arraath and Wiam w(as. Rip rev atoll gerrallY W pIa" tram m elevatlen I' Wlow tN rlv- baWm cicvdbn b LM elwdlan a NIpM apttlfl" m lM CenVal DreuYq.. DAZE ftECORO gwI•tNo � Mtn Ix[xr PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05407 PROJECT URE MOUNTAIN VIEW OFFICE PARK LOT 1 SITE DEVELOPMENT DRAN44t DIU TECHNICAL SPECIFICATIONS �r - Gbnald L, Bamlin Consulting Engineers; /ne. k* "" JPKiSOL 07-i3f omn SCIL JfaK ,M ae,I n..pf SP-1 OSIM7 r? J t•roft Vennofel i 02530 WORK INCLUDED: TM Ieork includes oil w«k neuaa-y W Pwida a >tabb auk F« incbllatim a pipnQ ,M sbebr<s wind Paecl+q tM work iron dmage cwacd by uakr. TM Gnbatar Ndl It Ns sapww< tarot try pumpiq, drankq, balky - ahrwi», m wd- which mq ac-I- - W f-.N n VatMa ad oho ll-,-w rt,de -:d- this cmbal, ad Ndl fmn ell poop walk, •umq, donf, Flume, « oth- kf encee,oy b keep Nachos rail alv >acwdiom entirely clew' of weer No, pip lines od wr«twee oil their (anddio. arc bMw will. Nauly mode mmprry still W PokctM from danop> --It,. From dawP-iq apPcd vea thac cmvm, tar pm-, - by -hdh, wifklnt methds m may W -Nil ry w tb Wclwea will W wilt n tM yy I times, Ilou. wffkknt pumping Eacwatio, oil Vnches shot W de ,tend wh-, necweay by or a same d-iw, pip vlderb . , a by use a wall PO .. Pip I,aM (- vderdrarw NMI ba a o-oc Nm W dcod bench drainage durir, co-octln work. Pip ,ddl be c-ruauled mats, "ME' o PVC, » hweirdt- specifwd. Nam to be .acwalM a:d V-c still tit acawtd to .ch addibod depth m rew,d to by Wcdrarl i, a bed a clen Pawl - broken If a well pot sYs k u ,cl f« deu,at-q >scwalim, well point. atoll W fpad od driven to o dePh to Thor ,hly d.uatc IN, cawV«ton I,— All dautl-irq, reg-dk>s of method, "I, ba occonpliohd w to ad>q, be-kq <opocit, a th. wit I. r-hw to III- stable au-rt a pipe Ines, Nrycorm, oil folndat'wrr. R,.novd a 0- rank, o­ a n tho trench without PoviN a stobk troth button wpp-t Fo pip'.q - at-ctwea does rot cI-that adegwle cloud-kq. TM Canlracto >M[ fetish, Irwtdl ado-, ell dra+kge s"to ad Pt,Fiq erylpnts,l encess-y to kip Po,nO ood- I-, d o roe ,ou- low ­h w thd. b ro sewer.» b e built radar IN. Canbvct IhMl mow. TM CIM Ictor still cewer«t rot» obot-I .-I- «wad ell p hk- riot muff rm dT- wokkg hwrs. TMo> •Vatune> must prww. III- a word Ibsoption to I,- 6slwbarrs a tM Plblk. Wol<r Fran tr ,NP, ad t.cwatbm sMll W dispord or n wch a rn-ycr m uill rot emu injl,ry to robot, health rot U, pblie - Irivtle p--Y' oar o wwk pbted « n p<», Poroar to wr(oca a /ighueoys, - w,w off n F«once with uu a sane by IN,, public. No Nlty, I-c- - U,kid wafer frwn trercess ad sP,o,cotms :hail be allaoed to dieciv- dir.UY to a •Lr.-n « rd,ral tra:naaa IaoTir, o a ,boon. TM -hod u,atar cm W dl hoped -to th., Po'ed proddiq lW r,bseq,o,l roof( does rot owls o turbid .itutlim k, IN, strwn. .h- wooci II-- -wt• « k low, to -w[< t-bd •wan roditiarw l r ,pill M sMknnlPbn p- sk'n matted PccIptcbIc aloe- In o len"'M of corwtrvctin, a,l bop ,.dk„enldim Fit wet. llpm c-epletian oil the Nk r»bed to H• opiM .edition s wll W Filld with Mivs rrderid (M5 WORK INCLUDED: TM Cmbacto sM1 coy out Ns o0-atLTw M wch a m-yv o Go- adpde Prd«Lion o wtl- catxs ad -in- -I- Broom. Wothn 7 colwd- dogs el-d M l- NMI- to Prac m LProject, tot Con c,cto Nn11 .boot b t1: 5-ghsar f- oc .tire, IN, C-dractooe. aapo mNl,ada a -mom trot oil Nrson Pabctkn. No 0000* ,Noll W .1oLad o asm which ors highly ..capubk o -o , m idipled by IN, En , o w saiN'e, traiWe cho-M. a CM metbd. a eoxon ,antra, In W -teyM m tM PaJ«t. hove bran opprwd by tit Engine-. TM 6gnrr Nw IN, aAbrltY b II -It IN, wrfas or a oadible loth mar-iot ..powd by ormdim, borrau ad fill apro[bro ad to dMwt tho, Cobvctor o pevw. hvtdiak -won antra m.mur» to prevent cmLankMbn of djoc-1. .Ir- - al,er woes mums od -w a ualar , atdrr,ent. These memwea Nall Include but rat W Ilmltd t, .tone chock don•P W_r« mulch oil motor,. As lM orewtiar, proceed., cut sops -11 be soiled od-wlched to tM »lent ewwid-M d»Mobk ad practMal by eft 6gkw-. TM rpawre a -em,P.ted at slopes ad aWodanerAs o the shoot ,how W m shot m vraalkd. Set6r,, o, a Id rb. k,ttablion of Uy I,,c cor,Wl ,o,Uy . y o Pho d»iped Veabr,c-t aWN,d W nitiakd prwraty oil c-currwnUv wah IN, otter nark TM Co t act- will be rc-drd to itaryurote all -1 eroN mdrd t- hb tho, Proj«t a th,, soli»t p, UIM tine m ooi In W. acePW «lwdok. IF and when concitlos dewbp lM will .wad cawiracUpn oP-Mb f- ory mph«loblmwl-Iwgtlat thc -off ofeCuatr envy k nt-,wtte oil d'hoiv-oil off' teen who. Isa.t -mien •MI -11. 51op drolra abll be Ironed m w pmsibk to m•kt In co-yk, this rwar. If thou Pe tcotl- memurm ,owld fell ad m tetra[« .MII ocnmMid IY to carr'ect ad Pevent i,rtho Q I� Erwin contra msmw» Mall W ca,enwd IMII the ve*r,o t tranogn failftip lass hem rowtrvcVd ad until Pms on s etwee or e Iooy kwtdtW Nuabb-y k »tabikhed wfficia U, W bs on sff«tiw dNarr-t opkst --ion. Unt- MIN-1- appr ocl oo, oink,, muhnbed ee,ipmnl .MI rot W upward on it. ,tr rapt w may W en oral to mwWcl <N q k, ch-ewl eel pe,n-,e4 - t-,p--y •U tc . Rives, .- ad kepwnda .shot, m raenbactim wen snow, Wead 'la all FNu wwk, pink, ad III" caused by rho cwwwctin ap-dk.w. TM Cotrato NNII Forloon all of the norm water ord erwkn ,morel "P«htwvlu oil rwrcvP of tin+ IN,Cmtrat Oraukq. kAItor.sIMY, Mttllatbn, ma paoy don. ad nit prot«tim. 02555 WORK INCLUDED. TM Combat- ,hAI fumi.h, mtdl od Wt ell ou mokw and wP.tevicea m idkatd n the Cmbmt Dauk,. oho 5pacificotiao. MTERIALS: Pip, fm PI uwterlinw .MII W dctile too Pp a lM WojatM cows d 9N ted m Ito plow. ThI mkirnurn p poM. thiclo» Mp ,tilt W tNckrsr Cbr desipcbd o tM plow. All dctile km Pp .MI W cmtrif.gdly t n maws ord Ndl caderm t IN, I- -o- a AN51 9tad-d A21.51, (ANNA CIV) oil ANSI Slad-d A21.11 (AWWA CIII), RWb- Gasket tint Fa Cwt Iran aM Ducllle Ir:ar, P•Cswro Plp FI<tk,. ad ANSI 9tad-d A21,q (A.-CIIO) Ly r AIII dl,c li ikrab-, FittorW 3 InchUral, 46 Inch a Wokr oho Othrr Pi Sold-ol A21A (AWWA CW4),Cl of-� Lei oil .MI con- b AN51 Ito Poe oil mum,,. F- Wooer. M'a fa Dalib I- Pip, oil Gray All pip Jones, shot W tM - P, o typ, accA F- a JMMA fjtU,,, old ,dues which 'Ml W m N,,Mal dent, Iw rated ahewir m MINI plow. All NttInQe ,hol adlwM;To. jo,L,N,NI ant b Sc,­11-2 pl tMe, 11 S -d SA21 711-D a ANSI 11. TM s1«trkd c-datmty a tM piplin. ad dtand rrvk.• Ndl W mdn ,d at all jahIA Llrwah Iho or a thrr brat u d". a each j- - adtn-ndatlon trap. Th. ,IaWcd caducUWty of th' ppiha arose ell cwpliq+, wlwa, od mtbq..MI W mdMdrwd lMagh to or a cardatim .Iraq. No cwpinga shot W made a ant' point m IN, Pplhe - attahcd se 1. wllhoa Mu'para[irq prwbbrw to-dntoln <bctricol ,-ductmty. hlecNtiwt }dot, dalll. hen Pp ,MI W U- aHcbc>a Clms d»I o o LM plow, oil shoil W kwbnM uder..p-iRW m Nt plum, t N,,kol joist duclib iwhkh bI1MW m«hm'rato l IN,5gdlirati-s f« ductile iron pip, ace., fo fitting. joint with body this- ab rdi. a ,-tout canfarmkq to AN51 A21.W " mccbicd jail. which ­1 W In acard with Sccti-s 11-2 tMagh II-6 a ANSI A21.11. All Pp vb Filtlnm 'MI W maafatwd by U.S. Pip, od Foudry, Co., Glow a o wprowd a ,. INSPECTION AND TESTING OF MTERIALS: All c.t 1. Pp and "ttl`w "I W hap«td -d Wld n occo,d ct with lM mowrocb -'. ,Pc,IfI,oUor ad tM aormwnti-eel AWWA 5peeifkoUoro. TM Cotratar shell fu -h f- apPoval, m,tifiwtian fro- pip-mufoctur- tM all k,t bet haw, pert -end with ,di,f«try rswlt. Piq ,MI nil W bblled withwt th, Er,kwar', m-mat. HANDLING: Pip, fittkgs oho acces.or's. shot W co,a lly b W to orow draw.. Prior to tM dote a eupo'r, of thc proj«t work by eft Duv, lM Co, cctr Not I-o- any pip - — -y ivied b W d -I- It Pry tire, ncldi-a oft - it Nw br w oikd, It - rpwtw to tM Durv. TM Cm -t«'> .find- i. IIW to LM fact tot lM csm-,t Inkq a tea pip b pit b,ittk -d spaial c-s W taken in NMiir,. A11 ..tirq Nail W Moen with a manioc Mkq wheel cult-. or kniwa MaptM to UNI -ca:,ud Mo,I,Iir m-cd. Al. cut wd„hoo W ea-nkwd to- pm.iF q- ksy wttirq. All pip I ­ kV c.vcks Not bc nj«tile If ,rak, I,— in the pip, th.Cntretar mq, P Ida e.panr oil with LM apPowl a tM Enpnr-, cut of th,-aid portion, M.a 'nt of lame tu,eiw Inches Fran thc visible I 11. of lM -ock a.d uu the vowel portion of tM pip. All pip -,d to tea. ­1 W cb«d a di F«Mg. ender oil dcbri. Pi- to kwtallation ad stall W kept clam mtll the t of oo op . br tM Dun-. LAYING PIPE: Pip atoll W laid open a bench bottwn od bed prap-M m kdlcotrd m Ito Cmtroct D-ino m opo clFwd in thk xcUi E-h pip s W lad true o lire wd yrodc a . laid w to form a U^ j- with en<t Mjankq pip. All nztallelian a pip obit be d-c h acarda:ce with AWWA 5tmdod CGOO. Al ell times when pipe Iwng I. rot atwltY in rmmr<», tM opa, adz a IN, pip,I,Ml •loll be c,_,_. by to- ugt-Light Paw or by dh„ opprcVM Wrens. If „Filer b In tM -1, who, ,u-1c I. --, lM Pea ­1 rot W r'-raved until oil doper a order enkrk, IN, pip Ira pmxd. Thom shall W a mi in , If fi, feet of rover on II pips od fittkV, TM Pp holl W kwtolbd In tr cN`s oil a the lira and pads N,om m thc Cmbat D,owInga. Any deflatl n a JoInt atoll W within thc lift. 1palfkd by thc n olmt. «. All pipnQ oil I, u to,x<> corrected to ayipment shall W wppa ,cl r tM m servo of be imposed m tho sq,ipnanl. (IF lM eyiPnent mawfatw-'a aPccri-i- indicate thot Pp loud. Ire ,It W W Ir-wfe oci, thc Control« still .boot c,tificotkn a c--ptioX<). Th-,t blocks - POP-ly k,atollM tic rdz aMi be kwtolld m ell pins, tece, oil buds defbctkq II-1/A' « mars. Coe aMl W loin o .Furs tM can= will rot came k, emtact with ib,es, junta - M1 b TM c, M 1 , I of ,, beak. ere idicdd m thc Cmbat Droui,a -still W m approved by tM Ergr,e-. In kwto X ,uh-t tNe pt a different type a PPm r for . jimmN, Uc Cmlrato >MI f-m ad -toll all necessary M,-. All tr o,NmV wfaty st"w& sMl W in canfom,-ce with ony applicable Sbde oil F,d-ol auidelic>. No wdkkq m I, w-icirq oust pips etc thy arc bid <xcapt m rr,py W nece»-y n rrlakkq Joints, h ptaWg cMlea and In to ,wq bockfill moterbl -Fit be I III mth pipes -e bockfilld m .pacifid to a depth a 12 incM . PIPE BEDDING AND BACKFILL: Pip beddirq ad bockfill f« all uat-Ike>'WI be w kdicaled k, 5a1bn 0 . Pipeline .MI be laid o oF`-red bed a 4' a wad « Qravl ad Mj- r- Forme co. g nwlt od Pod,. Sod - P M, w "hotel I,, IN, Coto Ict Drauiq., N,11 Um b. ploced -d cm,paWd to tho wrk,gli,. a U,c pips (cent -line). Sockfill with c- oLed sal-bl -..N .b:m ro lap, then 3• "1 UN- W placed ad competed n G' F., to 24' wet thopip rime. Whore wb-wa000, 'kin-pbc,' codltim. worm[ -d-w beddi,q or ca v- af-t, tfw F"0ka- slat make a field d.tam,katim w to .-- tM baddkq -tlon odl S«IianW02246 F- wkirp ode wry I,ovW IN, In f.mnwlred«d bbeddirq still accrue to IN, D,esr. FIELD TESTING: E c,.. m Pherwise 4M«tW, ell Pp lima stall W tc.td. Pipe Ikea lad in eacwotian or WddaE h cProret ad oho rPmW Mpkq shoo W tested prior to ikw Pokdir,. TM C tractor ddl Fwdsh ell ga,o., Wtkq Paw, curs ad 01 PUcr rneusaory swI- and III—to p-F- kakape ad pr<swrc t»ts n sutiam a m appravd I"U, Eh wlvad s«low, P a nmknurn of an. tho-ci fact a pip atoll W Issld. All order r 1-cl for 1<atkq IMI W potobk. All Wtkq .hoil W coil«- In lM-esena. a aM S"ir +r. Tho Cobactor Mill make the rveae-y pMsiom o tap tM Pp of the high paint W MoIop 'It dr -Id s l Pupw ons an at- cpletkq � test Nydrmtol a blouaffs bealad of Ngh points o, usd for ae rckaw In IW of ten. if oppr ,i by thc D,g,atr. TM Pt.wne -d bakoae Wl, atilt W performed m o ,amend Wt which hall W for a dwdim a o,o tears of ISOZ a ,-Ind -Ito Psswre « 2W w1, ,uhkMver 1s mars, In the Inc It tM 1- t ebvatin. L.Wage Ndl bs Jq(krd m UN, it, a wile tM moat be s Piid M th, -a held pip W moiadn tM Nokage k.t P.,."r. ell- IN, Mp 1w boa, - a:d W oir b boo, -p W- No MWlotim will W accgtW if tM I-kope I. Qr.dsr tom lM d:N.wm'ewd by tM f- 11c. L 5D CP) 5 35,200 Whore L I. allouabls lockage on wllm. per bur, 5 1. IN, Iwglh a pip bei,q Wtd. D is tM rom dime[« a tho pip k, kches, and P I. IN, ov oge Wt or.a r. u pods per .q,-t kph gouge. 3h,0d any action a pip rail .fetes IN, P c o iwkma kats IN,GnVocto .Fan do eveythk, nece•,orY to brale and repo, « rwku lNo defaclNe Pp, fl"kw or Jane of ro .[pin.. to tM - If f- wry Fora-,, Ifs E/Ito Nauld at- tho F-o,,M, Praced.t•, tM Cmtrocor Ndt .wrwIn reapnNbb f- tic tiQld.ssa of IN, line with, tM obo ,, rcmMm,enta. DISINIFECT1ON: CN-Well- of LM wd- main 'Mi In carductd only aft, tot man hen been wtkfoctonY tsld ad m-INcI oho a clam .Wan is ol, a m datwmkwd by IN, E.1n r TM CmVat« .till fumi,h dl labor, eq,iprtwnt, ma 1. aw tool+ encc•.ary o dllnfat th. pip od appwteaces in-radace tooth AWWA Stud-d fo Di•ko'«oq Water tons C4,51 Neat rcHsbn. TM conikaao. feed mobil .MII be prfo ci order to- wp.r of tM Fnpkw,. TM difiMation Pau» ,holl W awned wept ally air s P, a u from IN, flu.flad disia«td man ,haw ro wweroe a boct-blogi<ol rent--irotim b on Health D.porbno,t Wtkg - Wtkg by aati,er opprowd lob. VALVES, All Mvea f- ualerlines stilt moll tM reeli a a Section ISIM. HYDRANTS: All hy-I,. I nwt tM rsyk-rl-d. a 5-tian ISWa. PIPE INSULATION: In owe where U - I. i uffkiot ca (i.,. WN th,, ri- ad aw MF F-t) dw o sew, Ppw, so.- kdkotd m the C.-,,t Dr-akq,, ail pip, fittings, etc. Moll W lwc d. TM n.ddbn .holl be of uV,dd glyayrwt vb here a -o- tNco- a 2 I . ob .Mt W Mtalld h .Vice canpllace with the o-ofoctotr', di-ctiws. TM InwloUm .fall W Styrofoam SM, oil •hMI newt tM co-P--w sbergth r.ynwned. a AST" 01421-73 ad .MII W w mowfaturW by Dow Chonkal Conroy, "idlod, Mkhigm. RECQINECTION OF SERVICES NI e-vk» to tM -Urq UM,Ir man nMll W tW to IN. rI+I„ main with pip a pal woe, oil .loll b Drwid,d doh e carp-- .lap or vdw m gplicabls. 025G0 YCORK INCLUDED: TM Ca,kactor Nall fI-h aM Mtoll oil pips•, fRUr,g. ad aMr materials raca•,ary for tM kwtalPian a _it, ru sv�,, fwae oaks, oil ell apput-laic cam,,,- relakd U""W Iroldir, chhnays, ice co-ectia», t'ru,t IM-k. ad Pho -IMtad Item. w hdlcald m tM Control Drawk,s oil m .pcifid h-,h. TM work .till Pow irclode Wtirg and plod,, IN, .wte Ina r Fatory opMian. TYPES OF PIPE: Typ- a pip wN,h oMl Wand F- th. v-im> p-ts a work -e w lollop: a) Gradaws sho ty St W well PVC wild pip m.stk, A5TM Syecifkotlom D3034 - FG79 -map-wd .a"al. PVC SEWER PIPE: PVC .can- pip .teal corf. h ell respects to tfa Nast m a ASTrt Spocificaim D5O'Yf, - F47% Typ PS" Pdyvnyl Chloride (PVC) Sewer Pp ,nil Fittkga, 5DR m. Wall this- a dl PvC PPc :hall meet AST" SPaIFkcti-w Fo SM 55 pop. All Pp oil Fitting• .MI W cl.-tyfo"markd m Ibwfeor-'. Nanail oTradon-k. Flarro- Pip Sim I Ito papa 12454C PVC L.gwd 'Tyr PS l SM SS PVC 5- Pip' or 'PS At PVC Sao- Pip' 0es4roab, ASTM D3054 - 1`4 9 but ./Lill W -h-m typ whQ eb torvk gook , ad "I cmrmn to AST" D5212. The ,mist "I W foctoy kwtollad. TM pip N:dl W fwriMd h ro 3 fool W gill,. Sam- -etdr-. a ,tort IwglM noel hilly maPiW fittiq, shot W -w to, ur It modals., c11itY,sy; aId caywctla». All comactbro will r ore IN, uu a m ofet-d fitogs, flaw fab'kald, sMdb tY co ­,tow will rot W coaidard-eeptobla. My pip or fittir, emir, a crack, - other Iao t, « whkh No, r wccl a revere blow atoll W m-kd r.J«ted rail r ooci of once fran tM wok Nte. All field wt -a to W made of 9O o m ip l,eM cmtrocor . Tatoll bowl LM wt and o1-n:q-,la the eats tM tM pcent- foctory bevel, all knt-for bum, msm-r: oil P- a 1rrvk m tM Pp bc- m,aMliq. TM pip nslaild urd, IN, wa Iflccotm sholl W Mtdkd w tM th "U" 4af1«lbn, -,morel m de-ribM Wow, shot W Ims than 5, DsMctlon tier +MII W p-forted on all fletbk pip ate, LM (kd bockfili Ms ball - rrwWei ho,- o d'-t- ayd to lof t1l,c l ids db-eta a U" 0P No mechmicd Pip. wok, devices whoa W used o,l tM denocM the AI Pto rat meetiq tM defbcUo kat .ton W «-.aruvatd ad rcPlad P [M Contra[-•, seperu<. TM m !Ntc woe- stop wskat ad Bonk» steel coma m.embly must W approved by oho Er ,i Dior to tM kwtolwtim of wry pip. TM Cmtrat- will wbnit ,.rtlfkdlm ,MI this mat-M. a -ion ewe low, wnpld, -c. nepectd ho meet ell U, regk , Idiq edl UNc" » n acord-cs with ASTM DW0 or ASTM FG f-MI Pp oil Attie— to W inckded In tM ,.j«t -- PVC pIp >MI not W ,.olld wMn thc temp -enure Map Wlau 3VF above OPF. Durkq cow wedfer, the fl<.ibility ad k-pact rc,i.la,ee of PVC Pp i. rduc.d. E rI c-s is -Wi- whim Ivsd V PVC pip dwhg cold - LAYING PIPE: Pip ,till W lad open o 1 ch bottom aW bd P<p-d m udicdcd m oho Cmtrat Drawings oo, apaifiad n this sallan. MI pip >MI W carefully eltacd jpt before ,oykq. Eah Pm Ndl W laid true o line -d Pock w Idd m W form a URht joint with mta MJoinng pipe aW t brig kwart. tmtnoous. Whsro Lho plow reryire service vrectiow, Y-brwcM> with G inch, spurs andl bt kwta ccl n LM sewer �. FI-ible pip gasket. are rteyired m par IN. «even. No udkb,a m « wo IN w- pips dt- the,, -c bid ...t m -,oV be encase-y in moclN joints, in plaing -tole- ad In tonpin bockfoll mdeid will W permlow mtil pip. -. bockf- m aF«ifbd to o depth IF 12 lateen. Dwkg can>tratim all oPo,hip o pip In» sholl W WotactM From enboce a -th - o ma-bl. Open ads a lb o, No. oil pips wFm eampletd .Noll tit staled with >topprs - by equollY effatiw methods. Whvs new pips -e to join e.l•tirg m s, the Cmtrncto >MII do wch oa I, m I> neces.ay o melee c-Tsetima. e MOST PROTECTION FOR SNALLW SEWERS: Sewers with le» then 5-Ill Ful a ov- IN, coon -whoa i,dkdd m tM Pt- NIPI W warped oaan't iralkq by irtztalation or 20 thick Styrofoon 5" nwbeM, aFt with a width a 3 in « Iwiu tM pip dimsler, wNch era k arwtar. TM .Met. "1 tit pad c oboes LM ciao., a Ito sea„ al« car-valim a lM e• tin Inm.ebkly wart tM ,Faun Nw been Wade, Cane shall be t<ercixd by Uc C-drat« dur:rq bock fill and canpatio, over lM .t1ao-n sh'.vent eet+ to Pdo-Iop to tN, ahIct, Styrofoam $ shut• .Mel meet UM compressive sbwgth reaykw-�Ha a AST" DIL21 ad sMl be m -ofo twed by Dau Chwnkal CanpnY, MMI,d "khiaa,. LEAKAGE TEST5 AND ALLOWANCES FOR GRAVITY 5EHER5: TM low Peas-. Mr Wt wl,l W u>d to . WoG kdiltrdim or s.fiieyatlon mtm nb or wt of all w-ily rw-s. Acceptatt a tho sew, .holl doped upon tM wti,fo t y ,,fo, w cc a thc uw- ond.r oN ,odium,. TM It>t •MII bt p,FoonM m pip betwte„ MJecmt rtmlabf at— bakflllk, ten hem r FMW aM c U,cl. All urges, tees, tit-ds, or and a nick ,ewe stubs .MI bt pluggrd with fk.ibk-joM,t rcpa, or accaptoble tltetatc, .sorely fmtwsd o wiabtod mIto k,l<mol teat preawrt. $all Dla,s I,­m c. aFd-Illy be ilY oan'"" oil tNeM remowl afall Prmida a Joint witoboc Fa mdckq a fl-ibk-jontd tat-d w.e<tbn « esbYwion. o -Ins for occeptoca, th, Dim .hwld oo clued by pmNng tWough tho Pp, ,full pane .sec . It shoo tit - rc>pm+ibility a tM Contrat- to how tM pips clam. h+rodbtty folbwkq Ito pip c1e-,'ry tM pip W Mlatim ,holl W WW wit' lo,o ours air. AM •hell be ,lowly au ,Ii to IN,DIuggW pip »coon -it tM boot wr p kkpr<swrcd -Pond 4wder t�Mt raw wbr,o hLNI p; tAt hin I .orgy m MMI be I—rm tw-parabt Nobilftotim eLbtfoc procecd'eg farlMr. TM Pp - shill bt camid.rM «c',ytoble, ,rrl,n Wkd a n average preswre a 5.0 p-ed, p- +9'-e Inch P- Um tM w.rag. oak Pt,-rs a my p - oat« that mW ,Il,brnrps th, pip, n: (1) th, total rats a a, Ira. Non ory wctb„ tM,"c in o it. -ttray betusm mohak ad ckmwt • twos doe+ rot rk arrud 2.0 wofeet For mkwG; (2) tM >ation tndar WL does not br air It a rote Peal- then 0.0030 cubic rest per mom. For soy-. root a on-, pip «rraa. TM r-Ple t. a thi. Ip c4icotian Ndl tit o, wWe W sutkrid if IN, time 1--bail - „od. fo the pre»wt to de,- Fwn 5.5 to 2.5 pounds per saFara inch Prier then the awraa. back prewar a wry Patti Intl, CM row wG,vw lM pip b not 1- thin tot camptd ac-IIIN to AST" Cb25. .I o- Tat Tune f- Voian Pipe Vi Nc - Tk-a No - To 3 0.2 21 3.0 4 0.3 24 No G 0.7 2T 4.2 5 1.2 30 4.B 10 .5 33 5.4 12 1.5 36 1.0 15 2.1 39 G.L I5 2.4 42 7.3 If Uw pip notalotian F.I. o rare lMr rp,irwnnt•, tM Combat- •MI ,VIM mkw a Ws sun cope., IN, ,ource - ewrm• a IMcaae, ad chip. Faqir (IF U- latent -,d typo of repro pr000h cci by UN, Co .to mat- reosa,ebk to the Fake-) « r.pkr. d, der«tiw rrota-ials or wok --,ship. TM co-Pciccl Pp k,oAMIM m .MI rare tM rprlrenrd. a IN. lost boot- heir, mmNa-d oocy obb. Sinn thk Wt woe, rot der-mkw tM tiQNnew a maaake, toy •MI W Wtd aepord<y. The e.FiltrPbn ladcme dlowmm out a n,oholm so" be ro plat, Um I gallon po, day per .rural foot to dwlhl. To- rtmhole "it W filkd with wal- to o pint I foot above IN, NIjoist Wtw.en nmlal. soctiorw. In «set of high ground wafer, tho-shot[ c ro viNbb leakage dp to nfillrotim. Voo u Weir, a o, is aMl alw be caenidcred occrytoble u>k, tho fMIo Q '14, 1 The WI eMl W dos - a»anb1, a tM ma,hala. TM mmlale t pip ca+cction Neu be fk.ibk. A W krMb. WI,, wrwcI, still W ooW o IN, asewr, tie- tel ebra+. All lift lake ­1 11, Pygaad with a rm-sNir14 mortar, m op-ed by tM Er,ka-. TM ,M betwea, maNa4 s«ti-w shot W approved, -fond rladbk mmtic p- AST" CV3. TM co I tcc! mmMc -1 rot W toe fl.1 d pr'v o Weir,. "-hole, -N,l, hove been bpckfilld "I W UNI b• t�e.tW f-mWdtage by rr,ww a a hydrmtdic Get kdsr as - ad Plag, - III M yN , braced to P'eva,t aawmavt A wcwn, a 10' of Not atoll be tram Iuithn th, nw,M.. TM mo,lnk Ndl pwa tM Wt it th. vacwm romans 1 e , 10' NQ oil 9" NO ro of kph tuna mkwW. Hh-c mplicd,W, oll aci.tkV ,miloy ru,.r> .MI W kept pprWoal m 1 raw u-k b boa, listed ad opprowd by IN. Enna-. At wch elm, etif g eouen oil sew- sernre..MI W -Uo cl to tM raw •awo.. CLEANING OF PIPELINES AND APPURTENANCES. Upm conpktkn of carob 7, ell dMt ad Pho f-rcipn -Id sM, 1- o­ooicl Ran pip Inc, ad I`— I Prtwf A i io . No malerb, ,MI W kit n LM pip In» to 'npede SEWER SERVICE CONNECTIONS: WIN— record o th, Pow, sewer ro.wctoos Nall W canVacled of 6 Ito, Pp rak» Phou,lu toed m tfs plo», a th, LYp mdsrbl spalfw order tide •«ten. TM Pp abll W Wd and it, Jane mode m r.q,ir ci 1- -- -I octim h Ws .paificatioro. Open eel, a Pp •MII W prop-ly wMW t We t do-IP -d i Ws a roMD miller wh-e Faokup o tM witch w 1, not coincident with rwar man rwnbactbn. AWltiaallY. Ito co- Ict- will provwe astable twnp--y oak- PPmc i by tM Erpks-, wc1, m a 2'. A' - 1-11v PVC pip, Iron IN, aawr nevi. Inver w - ad Polr,.ol" ro mars then P above Fki,hd grade ab -cc! severely kilo the to ffo -caec hw -loLing IN, eel a ,war IwV- ,wised- Forking hoow th, wiciov III, tM ems a r«anectbn a -t v ..ruin, wch -too- till W Wade -,y dt- thc raw seuNr man ha. Wen c-octcd, Wad oil ecugsd. OX20 eaT-1N-p e Thin w-k shell comi.t a LM coslructian or reuttkq of atb qd the c-nWetio a WUL or co Itiow a cwb ad Forte-, in ord. ith IMF epecifi �-• -d ' reosaably br con( -miry with thc Ina•, ,rode ad di,-iww a1:ola- tM plow or m «derd by to,, Erglener. fxcwatim atoll W mile o tM _b oci dcP, ad thc bar mat-bl upon wHch the .rb is o W ut Nall too, co ,Po,- to a rim, even -Face. All oIF, ad urwuitobk material .MI W Formed and repbced with wltoo o a M! which ,MI W thor-my rampatd. CwW NMI W c-.hood a 3,500 Psi, concrete, all ,cork •MI -I- b Section 03300, Cmt-n-Pkce Co, mete. Approved forms ,wl W a meal, waged « cuxd m regMW, fro. Fran Io-p ad of ech c-,slrvclim that there will W ro inkrf«-Ice o - k,,o Uo, a pads wig-rw,L All faro, •MI[ eRl-d for IN, entice depth of IN, c-b ad NMI W braced oil -,ci soffki-tly w tM ro deflectim Fran alipvnnt a Wode with occ- dwkV the plain, a IF, - All curb o W -1-1 on a rdim a Loa htldred f t or le» ,MII W farmed oil colit r tM UM face a c-b k r-wt - W to Ito rWi. kdkdM m tM Cmbal Dr ,,, rak» afvwlr wprovd by tM Er,ner. Cwbk,g to W Ira W a rdius Prato- Um two h.ld cci Feet nay W foasd -d use in alright •mectbm hwi,q a lath a to F«t mla» aN-,ui» +p-iriW by IN, E„ks-. C-nVo,tial of co -,cc Pbc d k, tho f-ns Moo W by ,porn, w Miter ,Ip ,Icl methods. Forma .MI W kit n plop for 24 tors or I MUI tho c-,Foie No, set wrfk-ly w thrt they cm W om cc! .newt nj.ry to tM curbk,. Upon remwol of IN, fat,., IN,, -peal -birq tau shot W of- a rubbed ria'sh. C-bi,q -,I W comtratW n -th­ hwip a miform I:wgth of to, feet, -w- It -derd. 5oclion..1,olI W seporoGed by open Jai,4, I/5 inch wide s t It copra, jalrts. E.pmsiom Joint shMI W famed ask, a profaned --I- Joint no,- hovug a -I-. of 1/4 inch. TMY .MI W con'trald P ? foot ont.ls or m Cr«t-I by IN, Er,in«r. WM, tM cob if eerwtrvctod Wjamt W or o cwcrck pov-nent, wtpm.im joint atoll W locoed .-I. - at a.paenim joist. m LM pavanant. kn,vediatey up-v c-nple e( Ito -W-, IN, c-bkq Nnll W moi 1 ad kept t f- 7 days a aW <u.bkq still W word by u.kg a II.. manbvc-Formkq carnpa.d. TM meted -d d.tila a cwkq sholl W wbj«t to tM mprwal of tW Erlairn.er. After too rp,c of set wffici-Ily, tM apace in frmt ad back of thccurb 'hoo be filled o thcrzircd e— with I- a M more Uo, G ncoN, a lM fore aMerbl m tM bedlirp oil th-I.NY cmcactW. Cwkq ad Seolky corw d: Upon plearma a IN, tarorek IN, Cmb 'MI AC 11515 m rwaocI W by VI- Clwnl�co s, - neatToNo t,ASTnC- 315 Typ I,l III IX Clm> A ocrylk mncret co,o q ad »ding cornpound no-yelbu,uQ, slip r vN , glw.. TM conpowd sholl be applied p, -Foe-', spcificotkm. mow WORK INCLUDED: TM Confratar ..It be respanfible For censer«rim o r<par a all enw or et61," PMTUa Crrrmt concrete, bl-n k -Pavel walks m .I,a,an m the COVat D-oiga - m dM Ic! by th, Ergkki PORT WENT f RFT MTERIALS: Gavel Fo walk boa atoll be CM thi,lo • m shun m to, Combat Draokq' ad <hdl canfam to thc fdlowk, QrMaim P.rcetaw By N ,N. FINE 2• IOOi I-I/2'1001 No. A wit - i0l No. Kv 0% - 121 No. 200 m - 6% TM P,cw,l a w of IN, ro, Nb,I to •MI W rot mars then 40 when listed , acordace wiU, AA5NT0 Toi or AST" .31. At lame 30 I—-, b, uwipl4, a lM rnd-iol co -a- then tM No. A N.vt Nall ewe tl kmt one FratwW foe. Ca - .M. W S,500 qi •tr-qth. CONSTRUCTION: Fxcwatim "I W mile to IN, -IrM depth ,rd wwth to dhow plaig a time milord ad In.olwtbn ad brocG, a form work. Base materiel Nali be p1 . tho depth ad .«ton Noun o Ito Colroct Drawigs. Wen th. k - .«zed. 6' in lochs, Iw-s a pal depth, rot to exceed G', stall 11, pbcd -d canpactod k j,iclo lly. WMIirq a lM Pavel ,nay W n•rs++orY' to obtain adegwte cwnpacUan. Foradoll be mebA o wood oil shall .dad tM tilt depth a tM cot oLI. Fame Nal, W dtho •Vagft a cwwd m reyirW ad shoo W adapdely broccoliw Pev<nt rmva-a.I. Coe Ito .MI be plod ova the taraoctM panel tau, aeon be th-*oty wailed to r.mwe d, wide ad •MI W footed smooth. Aft- .11. sal, U,, aclo *­ W randd o a I/4' rdb• oil U..dace +iva b. broom f-I-c! pro+. UN, wroth If tM ua1k. Ewawi- Joints •holl be plod every 2a -d Mjaent to all oPpwtwwa sate as o ,hMo frata> or wow too.». Prao M Joint fill-, 1/4' Wck, "I bo, met h CM erpm.im Jont.. Every 5' boto- t 9P joist, donemy joints "I b< acord with a jokdkq tool. Thor Pow+ .MII W Ito• wide eel - lM depth a LM - .No- tow udk 4 MJ-1, b cwbiq, mptdt b ItI,1 till "I be plo W Wlwean U , orb and sidewalk. TM work abll W curd by MoMon t a plmtk flkn over tM .mace or by M r Vocf to rw Foent danaaa. My danoga I-IMal l ll b. �ward It iM. It IMes N,may Cmtractor's eapanr. After tM walk hen P ly curd, IN, apes m eeh side a IN, walk atoll W baklilld, canpald ad Padd. Cwkq oil -I- Camp- U,c Paanent of LM cocrate tM Cmbat- shoo oP y a c-creo cw:q eel situ, co po-d. TM compound Mill W CERTI-VEX AC INS m m-afatwed by V..m ONI-icab, kc. tort AST" C-316 Typ I, A acrylic rarrrele cwk, eel smlp conpwrd rm-wllauk,, +lip -I-, Qlw,. TM c-npatd shill W -lid per moaKat«r'f fpe<ifirdiwq. =TERIALS: Havel boos Nall bo w specified W, Potlo,d Ca -t ranrreo walks oil still W m shun on Ito Corn-t Drowirq,. IYIw I,u.:acrete .hoil W Typ IV m •Noun o thc O CVoct Drowkgt ad w •pcifw n 5­­Ix?4w a thc".pcifkaio•. CONSTRUCTION: Ea,avatim and Mocw-ent a bar sMl -Moen o tM req„rwr,mt odor Partlad Caret unersk wdk, Dade cmtrol form• -1, m 24'• - ate« wltabk dcvkr •MI bc u,W when bd [hods -e vsW . plat IN, Ptunkeus ca,-ek. Thor "I W watt,, anchord Pau tlar, rah edge o -Ito p low Pads sd carwtmt -h. Ptoc w I -N catpactkn a oath "I W dwr ace -:dig to S.ctian 02G50 of U,eu opo ificatbm. MTERIAL: Beta Wo l "I It, w w«ified -,d, Potko,d Co w t .matte walk. oil w Mown m IN, C-droct Dauk,s, A I-W' thick -oc,, Iw- a Nos chip, and etas duet opal b'S--Pock' o W. 2 Pmsone, m Pduud by F.W. Whitumb C-P., Nnll W oord m thc top ewfocc. CONSTRUCTION: Eacwatlm ad bwa plot n t .MII W w ,pciFkd oil- Portland Ce-Int corSrete walk'. Aft- tM bent gravel Ira ban p1acM conpatd ad ooo , UN,S«-Pak sMl W •Peed, a ooth1d ad canpatad b F-a bd, uaikirp s«F-.. To,, MiaM4 vrfau cocl,vto, will W wbj«t to wpavd by Lhe Dginee,. 02644 WORK INCLUDED: TWs work ,MI ,.nowt of Foil" ad Pakq ono -mars of apPwW P-M, +hod -1, door P &M Ned rat. - cthowir prvportiomd aat-bl m a prcposd foc., o at Pho bcoliaw, n occo,d-sc with to.. epalikatian+ m shown m tea M. a m -duel by tM E-kn CONSTRUCTION: TM wbbm. n Iool •MII W pooced m P PeporM wrfae with a W pkq -.W- b, - m th, .1,,, wed mscMir I ,P.Mkq t4'IPr , p-lotW. A Wllo ^,oY W ­1 n Iku of a w- bat, Pwidir, LM 'uLbme rndsria1 k fMN placed m lM Prs .Iy kid w1bbmc aril lt-, o m wuly rmgsd Ram lM -.o whet it wen Shmld rgregdim acw d«Fg tM ploc'a, a lM el,blsose, tM Co-- .MI W rayi,d to tuna. oil o,,p- IN, mderid - m oP,lale it Writ -ifonn oi-irq i. .boned. If m IroP Wow wbWo& becpma, MU-izM with the wbWu, rewltir, h o m«ceploble Podat, lM mialurc .till W removed oil rcplad with raw subbPr makrb,. TM m-h-om lift thickens. f- oil wbbm. maoriol, I. 12'. Wham lM r",!Ncl depth of IN, Mkbo.e I. to W Paolo Lien NW 12', it all Paced oil rar„Pocled In two or more lift or arPm;mIIMy cc'al thicio,c, h thc ptocc-t of lira on Joht -1 bc aeoQgerd M. 1-1 G Inch,. Aft- loch lift of wbbm. nId-Id ,. pled It .MI W thor Ny <o-poctd by -Ilk, with m append Fow- rolbr Ioei,hk, rot k., Um W ems or by It mclhda ppr.-d by the E,,I,-. A pow- PM- Nall W o c I to abler, a low oil even o-feu dwk, compoctbn. All Niles or dape>Nom food datro LM canpact,Q Nail W filkd with ociditiaal .boomc materiel, row«kd, ad cPn I tW h clot cw,Fo Ity b tho, it, Podss -d-m.-rctbrw shown - tM Contract Drag" If requirW, wtl- sEcll W u formly oR,I d war tho .ubbor rail -iota d«ir, c--potion In tM I-t mece„ory For Pop- wnwli lotion. WIm it b receseory to manoin Vatic war LM wbbwe, one olF of Uv wWth "it W cosh«tW of a time. TM Mf and- cm U,, m shoo tow tM .W,bo" o a ool Pad and con ocod Wf.rc oPINrq to bafk. Sod ay c baffle don , to tea mot -lot shot W eMMely thI Cotratar'• rss IbllNM .Whose bee' Y. f t it sivpe, IN,C=V "I bolo, rePak ad con Ict m nac<ss-y. TM end of soh s icn a a differnt &Mh a .bbau sMl W ten oci f- a dist-ct a mprwimattly 25 feat. h, tM event Ito Pojat ahwldca -< to rwmIn urpwW, ,ueeme or Mt v d»ianotd -lot atoll W pI-d in tM eIul -r dot Final roadway pwirg is plats. GrWdio Rcapirmmnt. c r- wbbar shoo m«L LM ronaa,q rcyMamnL, P- mtage by weght __ aLim _ a Tat I San I/2' 100% No. . ADS - LOOS No. 60Z - MS No. 40 20- 40Y No. 200 O% - 5% Dcac Grodcd C,IIhed 5tac wbbose short meet IN, Following Wodlion r ircmmt>: Stew Dciaa P-cmtogc by weight Parka T al Senate 3-1/2' IOOZ 3' 90Z - LOOS 2' 75S - 100% 1' S0Z - 502 No. 4 15S - 4 No. 200 O% - 6% PI-t Mi.d -1 f- wbbme still meet tM Fonowlrg rtyiremmta: P-cmlaQc by uwighl 2- ­ - No. 4 No. too OF, - 12X No. 200 m - 6Z Gravel for fks GrMlrq' a wbba» "I meat tM Fdbdrg reclirnxnt, Parcmtogc by weight Sieve De+ipiatim Pas � I Sanele 3/4" 100% on. 95% - IOOi 3/B" 00L - IS. No. 4 SOS - 7M No. B 50Z - 50% No. 16 No. w .5. - 35% No. w IOZ - SM No. IDo 5% - 2M N�. 200 2I - IOZ ..2 Pewbs, wpplitd by Frok H. WNtcor b CON -ton Corp. a 'Shur Pd<' Ag-e0ota f- plot raked Qrmel oil d oIc Podcd wahrd •om taholl cowlN of co -,Nord, mahad stone or cuand W-1. TM blodbg of aasMd stag and rv'1d Ravel raw W per.nittd if, - thc minim a tM Dgne-, tM rmkrM. to be bledad oe pal n Achy " x-potibk. TM .av 0 oWQ occ -ions ado tit sized, miforoly Padad, oil con in wch propoo l thot too r MUrg PMotbn is m •Iwo above. TM aQ Its Ndl be rmwably free from Fort,deletor- mae.-d and piece• which -a strvctwdly weak ad Nall meal tot Falau:q rey,rwne,t: PERCENT OF HEAR: WM tM rouse aQPwpt I. ranPoaed a crv.lwd ,taw - o gravel, tM prone of ua- of Ito o-"- +Nell W nal mot tM 35 M, tested in ocrardo. wit h AASNTO Teti o AST" CIN. When thcayaragote I, corr,Posd a cuMd W- rock, lM Percent a ,war a thooregde Qg-11 W rat mare tb, W when licW h oce«date Wth AASNTO T% o A5TM CIN. Fratwed " When cru•Md Qrwcl is oaW, at kmt W po,cot, by weight, a riw -W caoreer then tM No. 4 Nws iron each stockpiN, .MI ewe ot bent one Fratrod fool. Thln a or Elogooci Pieces: Not mat him b pcceQ, by o tohl, of lM n,derI I co -sew then tM No. 4 ,kw From ash , A01a >MII r- 1-t of thin oil/- skegded pier. 02650 B PAYEHFNT GENERAL: Al road work ad pwkq Nail rmram to tic Ides[ sditbl a IN, Vmrant A— a Tranpotalbn's Se-dord 5p«ifkatiem F- eawby Ul M20 WORK INCLUDED: TM Co--- Mill be rewwtible fen find Pdkq, toywilkr , ,IWirlp, oil »tabn.Nrq a MdlNy W., within lM ,mbar Iknitf or m directed by LM Erlgkw.r. Re.bwlim .MII caw within 7 day. a the Nina thc o- b rowdy to -- tap•dl. GRADING AND TMSOILING AND 5URI PREPARATION, Whirs reyked, a'em b W rki>tcd with tonal NMI bedewed ded a all stows, d<bri. ab oter hkids . r Ih. Aft- -set bus boo, br000i to proper wboo -d opprwd M by t 5,4i c , topcoll ,MI o sP.od to a depth a 4', dw Mt.Wirq m:dc f- -It,-. Top,dl ,hoo rat W hcWM w-, I - w w- - pxkd In, h - -, vd NMI W loft h a bola ad Friable raditian. All topsoil .tilt be fret from wbsdl, Pow., roots ad .tot+. Town Ndl r a miform oppliutlo a F«Unl-, r , ,Fens a.d, ad ­,h. Ay meclWwl o,-a inlay W wed which will plats tM Ii c, fctilb-, red and mulch, « m,, oo,o ion a lMu :, duvet comet with tM wit ed which meeo tM apPwol a tM &,Inver. fERTILIZATWN. TM fertility .hall W a atad-d ca+ers dcoi Qr firth- od MI cWwm o Us r.eorwnw,to a IN, Stele Fetillty Lao oil to IN, 5od-d. a tM --I- a Offkla AQricaorN CM,-. Dry f-tint-, if aril, ,Ml W F-ished In rsw, Id end -openly bbeld bgard s not ..-dirq low y. soh. Cakcd - daraa.d F-"- •MI roW wed. Dr, , F-­eidl ca,tdn rot le„ UN , W For - Mbagm, 20 p,c.nt pb.plate, ad -w W p,t gtallo -,ci Ndl h, awlid a. to- rats of 550 pond. poor art. Lwd p-Utter If used h Ilw a dry FMilit-, .till W opplkd In 1:2:1 rat. with UN, minima, rota to nclM. SO powds a 'Ito-,, Im Pa pb.phole, and W Panel, of polmh per ors. TM limestone Nall W a cdcitk or dlatiltic bard Iimeatwc ca,bnir, not le» thin BSI a bra (cM I- or map,e,ion) -boot.. TM k,w•bw Moll -I- to lM rsyirorsnt. a ell too ad ra of r Motiat rid to tM 5t-dad' a tM Associdian a Mkbl Apicvlturd .--. Thc Ih.nl-w "I W NmishW In ben, -,..d ad proo IWebd bog• not v- Z- W qa,d. cosh. Cdcd - da ,M Ikr,e.bw ,MI rot bc acePabk. The III,, ""' shell W wp1iM d a role a I ten For acre orm dl al PNkU1W 1- b r.caresvledrd. SEED MIXES: TM ep.cifle ­F mot» to W Pili[ed o IN. mJ-t -s 'rdkated n S«tio OIDO of tMr .paiFcali-s. All mix» f- thi, -oj«t -s walobk from L.D. Div- 5sd Co., ty-,h bcol diatribut-.. U ben Mla I.W. Liw c SWe1eN g�f__A- (V-. wch m Pontoon) 31.25i 37.5 KS<Co Bluegr (Gwma rrcn) 31.25E 57.5 Whl- H- h P-a^ial .1Ums (V-. -h w Panfkt, t00 120e Saab n1. LW. Liw Sad I B, w.kh 47.0I 20Trooping Rd F-- 4T.0% 20 Tall Fe«w 2 Radop IOD 42e ca,rrydk- ni. LW. Lys ere c 35 M SS 55 23 ox 23 Gap:, RW Fsaw Kentaky Blucpws I' .O% IS Mwol Rya Ilordy, Per -vial Rye 4rm. (Vat. PernrlmMto, (VI I - miler v-tka) While Clover IO.Ot 10 too Lou. - Highbd Bert-m. RECORD DRAWING All rd steal M <ccIci 1% n wend mnb,t. A garonteed atolenanl of cwnpmitim Iran tM dock rawer be wbrittol b tM Erginern for ""*" oil rrsnaW opprwd prier to ca,kV "th serdk, aprrdialw. After tM soil hoe heal wFlied, o'am dull be Iiph UY rdsd o mi. uW with LM fell eW ro11M with o Ii.N `o iQM. Mir t thc sotiaaticn a the D,ak:•-. "ULCHING: Nothin 24 hears a woplimtim a f,tllk-, time all aeM, Ito w Foce steal W.A rt<Ni udth a Wry mulch at a role a 2 tons/aos. M Ich still c- hit a mood Nay Paprly free fr-n sw--y W. , .cads, bag,, debris or ate« elder - nat-d. It still to fry Ran ra or mow oil thdl be areplabls to IN, Engirt-. Spra by nvhnkal aPmdirq devices may W Used if mPwM by tM fnQimer. TM applkotbn a mulch still W made in -Ih a Weaver thot lump od thick apota are welded. Wlvn d .,` rvu.ay, mlch shall W -,hod by a IiQl,t oodng of b or Vr brash», Foe a Nakas, twee, netts, or other motlads approved by lM Enanecr. WATERING AND PRESERVATION OF GRA55 COVER: All aeedd cram shoo be „Nerd ad nwintaisd IP If wtia-lo, of U`, D,QIn.-. Wit- Ww weeks of- tM Pena Fcams w, any arm where ow+ weed iw not Qer,,,i'obd Poprly « wears tUN, - surface 1m Dew, .woad - danogad n ory navy, >holl W re -wield m be - TM Grass Four -,I be Inwr tW again by INEnakvr oil Cmbocor dwkq IN month a floY FallauinQ c-npletion a tM wok. My arw where arms seed IKw It Qen^k,otd praprly o where tM wrI. teen been wmfcd « dmaQd In my way >MI be toPMw ow r<-amdd m before. sad �F I V del t �j �AeW No. 7201 w- .O:? O�O it FS".'ge0(gfrya"M tee ;'•�(�:(.„ [sass\ TECHNICAL SPECIFICATIONS SP-2 05300 0T200 .TI«t HORK INCLUDED. Hock a this xetim hcldea 1- Fav ,, vb pla:q a Pbin o Tb Cmtralar atilt rarntrvct rcnfar<ed ran malaise vd drop rambles W 4J0RK INCLUDED Th< Cordralar !hill b,, reaparbl< fro F"..ng and imi-ii a all rckY>cad cenvere oil reMo«inp atml for W1 Work irdicoted m the Can" the dimvo,'aro aril at the locatiwn sha„n m the Centro[ Draukpa. All precast muletwn or tl+ types, thkkrcaa o,d in ttn Iaatima m atw�.r, m LM fintract Drawings, rerwird by these Specificdian or hmekarta apaifid by the IS,;,­reiKo-cod <onvete ramble uctima abet c< Fr to the Wt v ,ib of lFe AST t1 Dravirpa o- m req,ird by the Ergirosr. RIGID INSULATION, Rigid ports a e Podd lXl"tyrme Inwlotim fhf11 W fumished ed imtalkd, h lW tNdxw ob h lb kxdkro m .lion m tb Cantrat Drwkpa. Cie .bud W taco _'m WI phmef of hcrdlkp W stouts tbl ports ab spieled tram sources a Fke m No heat sknce vNrity.em la a hiphiy fW.Ynable nawiW. MATERIALS, TM Cmtratm will .—It w — 10 days of ail" of lb CanWat, a lit a all nMerblf I he is pt sing W ux Wong with nonce a mowfaclu The footvrp nay W either with castin-ptae, ­h Cl­ B cprncreW, or p«-vet ad the none a lb 'anew ec Iw. Hbro m mteriA precede! lb listed oil Mall ra r— to tlr dknmabn idicald m the giro!. matc,,a in flex specification, ttr Cmtratar will W regyired W fumiM r,aeaxy aenplm, Jog aaWhm, 11a1s a repo.[. W lrr Enpkneer. Shelve shill W canstrvctd WiM slim a <a«reW, m aaind n s<tion o330o w KerrnarnlFbrtbd <anlmt TY t N Nall <a Ff , W A5Tft 5, a ificatim CI50 m AASHTO YIDS. Hh r uti5id m apowd a<rvcturos, mP id cement still W obtokxd flan only as farce o,d tall W usM nttlufivelY For all <ancrol< W mwr< a MF_ mbr. Fie ApWep Sod Far romNs work andi cmfarrn W ASTH Spaaf— C33 oil Jell W cm'p d a ckm, Imd, durmle, ,eyaot 1, mlurd grain, frm rran tilt, loan ed <I%. Cees< AgWsgds• ComK agWegWe (tall W clam W'aval m meted •tar tanfonnka W ASM r -liimtim C33. Ylmlknum file cggragata For —11 , .—L.- skaW, abbf-an-grade, b— oil <.I— !till be V4' mmrcnum fife ppp-<pota Wdim feclba L' thkk oil thi r still W I/Y. largmt pem+i»Mls rypreg ts, acadkq W the abeva, elnNt W uxd accept m directed by the Fnpnar. CONCRETE TESTS a DESIGN OF MIXES, Tmtkq a Ce _' Tb Cmlralar "IFa h W tb Fryiser d N. ouen acproe, — —Flm of cas.als and/or a the hWWimta n the camels, Wpm r—..t m m fpacifkd below. All Wla made d llr dlrwtim a tb Ergkwr Jell W peMF d d tlr CmtraLers f+pane. ebx Spcifimtiw. kwerY fo weer meialm •rill be m •bur, m the plea oil debit• ­1 atilt W cm trvtld a Imd burred brkk aril mortar o, for al«iphl a, xWnmts a pip cut h loll IarnpitudrallY. keens sM1dl hove tFe swat .lope a the sewer to which they o mr .d and arty cI — h I a dir«tiro atilt W Wr and evm. All <maWctim of fewer mmblaa muff W co od XA W « wdertigM uwrk. At, leas in rambles !hall W mmpklely repaired W the satisf_Um a the Fngkarr m tW entire •trvclur< •loll W ranaue1 aril rebuiR. All —hol<f a l W _Id XJ with trot -ban mmblea frmra oil — m specifiW under Sabra 05550. All rrnmblm ore W bit movidad with io lynrr mlypro%tarn aW — Wd<W steel rchrasanant. Tlrx steps will have a rxnv,rn pll-mt a4 Vth of 1, 500 wderm W CATS W. APTmM9ro. TM bofa mmbl<a shall aForkV h tb FX a t rumble riser still hire a vet -l-plate fteaibk pmket m m cryiwlmt system fo pip< Midbtion, m aPFXo d by ttr Eryknxr. JoNts between medok rxrs aldt W wit Butyl Joint saoly (raps ram). Tb mmlwe <esr banes fall W sat W real made mly alter the boar cases p irq hm Eem rm,plad. Hmblaa fall W canf4ucted W strode with provost controls riser rkas. All maiala lift bias shall W Woofed i,Hde ird pt with eIpadobt. Wwt. All heart brickuurk fro pre:mt caneroW rtmlblea atilt meet tW reryircmmta of Sectim 04211. TIT« (3) haeka m mac, n advare a Une l whm the plaiq th the coo u<apwtd W bops, tb Cmbacb by reform the Et1h, m to the farm a Od402 s raXMr ipsElanla. It dksi, F by tb Ergineer, the Cmlrata atdl deliver e r rev eT u ae INS fonpb b wch kbaralary m the Fnaneer may decimate W varMt the nwksw a ncmwry Wts D'-1, the praWsas a wok, field Wt cylkdarc •till b, mode ed cured by the Can tW h acmrdx with ASTH Stedod C2II o AASHTO T23 ed In the rvnWr a far flan !vary par o Pat '_c . The far (4) rylhders awl ba taken d Lemt d two (2) dlffa t tin dl,kq Uw pour. Tb Cm_ Jill deliver the p4kndaf p Wtly W loch lwtkq I bE ,,ta m t Ergneer may w di s;Wn . Tmtka a cytk h tb laboratory •till be dare in occard .with ASM Stedmd C39 m AASHTO T22. 51Ump Witt, Mall W mode by the Cmtratm m dlrwtd by tb ENIk h accords , with ASTH Simdord C143 x AASHTO TIK 51— •tall W bctunm a om (1) nth mhinum ad four (4) ksts• onmimwn. Thz Cedrator will W —irid W formate o stadmd •bra tarns Xd rod W W kept m tb Jon at all tones. Ske •hill W token by U,, Cedrotar oil WI d by the E.gkner n arcwdasa will 'Slodmd i-thad d 91anp Taft For Cariftercy a FbrtI— Caned Coarete,' ASM dsa*.w C1Q m AASHTO Tj A. Sla teats shall W code m soh batch Watts. Ak� cpnl<nt a dr mtrard <asr<la ~ .1w W eatermhd .1h fp bh era taken h accrdmt< with ASM 5pwifrdbn C231 o AA5HT0 T 52. DuplkaW reports m di Wt. shall W •vbnittd Pr Ptly W ltn Erprwr with oaLlnsr cagy Yowm dkactly W the Canbnclm. The Cedradar, h ranJu«tiro will tin Frgiwa', •till ratify CM idePadent Wtirp kbaoWry d leaf 24 bur• h dvarnc<, m W mprs­ tkn•s (wilNn 2 w 5 Mora) a mrraW Placan<nt far ah arw .1a Wt la dbwld. TM [minder still a,bnit —1, repot• W tin Enpkrer ad Ydepmdmt laorawY m total F carnwW pace dur:y pretedkq Wreak, dw ineicpLnp Hhn titre 4 cry q Um m W Ul gouty a the rarmrW h tb Jrotluro, tW f gimr may reWiro tb CmVatm, d Nf ..paw, W hoes Wt• made by m mprewd kd ith t-t WUrq ad lh d. a, lobar i i Such t thilp •fMl W n carders with the 'Stmdmd Yklbds a Soothe, Prepmia the Mo SPacima a Nadal Core T24 fa C1.Wt, Nva ed FlearN SACI Wi' (ASTH Dssipatkn C4T a AASHTO T24) > Clsptc 20 a Tics aarai KI Butld:p Coda rm Rani +d r<.r<rW KI 51D, m rtnaY W rq.Wd. TW critria /m areplabilNY a lb mz«W ,cyder the Idtc ihNl W that fdlb thrash, oil fiat aceptece still W ley"red frarrn lb Erykw. CasraW Idlbp W daunr,l> will tw W W 'plied at tb Cmlrocter's s„pe,w. Dcfign mu<f w111 W ova iX1 far each tyX, of wsreW ed m IakpeMmt tcat''4 faillty P �e W th< Frpknecr will W W11i<d b I>reOma ad report aopacd design mum.— will W proportioa•d by sitM IabtrdarY Wkd bv1cM1 a {old asp•riase rrnilbds, Whip na .. W W ar 0,W m the project f—ash ckns a carrraW rap'ksd. The Canbvctm — anw'a lhd the —W—.a KI 211 i a•s cwnplid With oil r' -tA a mix de.lgm wi11 W wbmittd W tie Engineer for oprowl. Clms A canoal, shall W des'prd m I wdMpM corcret< ma h canfanwce with _tIly am-d i ,14. All materbls Used •till W w pm XMiaiXI m W prodme a well-Qadd muturc a will, danily oil _bh , workability with m ipscirnd ?D-deg carrrprafsiva stragl.h a 4, 000 pi. Hinman <w.rmt potent iM1d1 W 5G4 bs. Isar rubk grad with o mainasyl orator-canmt ratio canlant still W u ((1 Parrott). Cbes B remote •till W •trvc_I cemete with a mhknan ?D-day <anpr<•aivs atranglh d 3,500 p1. MIXING, PLACING, CURING AND PROTECTION MI.kq, ploeM string end Proleetim Moll c Fn l W rfyirarimtf a atedmda m Istdi wdcr 'Gerrral', this Smr//kalby ad W Jlwlat'wn• a tN• wctkn. IS,F_ P-1 towels, WI debrN, wale, [raw W W 'sowed hen tlr space W W occupied by wrnoala. Do not Plow c omv�t� m F_ ao,rd. Corcrvls a l W th—,hlY cwnpotd dor pbtka aperatlm oil still 1- tl oa -' ova nW canoe ad aglm a f—.ad :and roinforc ` by ux a spdm. Vibrator! •till W uwd W renpat dl mareW, bA rat —to caareW is Lit fkd gam. EMatr cos •till W _Isd to arum flit marote will W rarofalY oil tbrwphty worked hW peMtian woad dl walentps w tbt _w will ad w Wing poprdiwlo W joint odes through which it utada. V'brolars still rat W used W 'fusee testate. Co«roW •hill W cured m Folbunrwrbv ad —114 pound applied. H dfi" faro h Plae will tit.w a,rFlp. I/ F• 1Uad by tb Erainfor W strip Faros warm lfm m epclFNd, cwarele •till W I r i,di—ly curd far Wlaae a p<rbd m airatd. It "I W the Cadrate'a r<sporlbillty W Protect fresh erode from frmzi— D I. a toying, hwbtkn ad ha .' rawly plaed towels h cow Wmtlry stall W sleeted with tW Er tl a oil Nnll W wbjact W his mprwnl. U. of admielrm, additim of eetro torment, heating a matrbN, subprMe Froporatkn, Pr tive covaria, hawed mcleeres, GFriy ad form ', ro t for w cmwtkq •till W m M1ked h Raa«rvMed WatW far Cold Wwthr Cawatkq KI 50L. If mI N tayprdres m Wp Fled h Table 1.4.1 a thN raerarm ss rot mokdokW, fw.nurwk ad slm:y far abucturd carr.W still rot W •wpd min Ur Canlrale rot sdiJY w Dgkar that corXyvfs hm .'—f LSi a the reyird 26 d% atrorgth. Tin Cmlrator Nall record Ia p— daily m radioed In ProposeG Remnmaded Freaks fo Cob Wsathr Cancretbig KI 30i. h tit urealbr, lanp'd,ra a frofhly Plad concrete sldl rot W allawd W s[wd DYF, <mformkp W ACI 305. WORK INCLUDED- Still holds all uwrk rwcesfmY W IVOY oil Plea car«ta vetch brain m Hawn m lW Contract Dr "'. This is W kslude ucavdian, 1 o kFill ed all other r W,X! operdia W properly Mutdt tb —h Wakn. Cobh burin ahWl W <onWctd a rcniw'cd <a.rrate ad NMI W providd with vet ion 5w. ed �'h m k,d'vntd m ten Conine[ fr W oil m wfr'rrd in Swum 05550. Prowl ,leaf sd bee .acUo.s Jill coniwm W ASM CRI3, blest ditkn , F ll •till W broupM W prods WNIh pi, m fafrlth i- rkgf ad shalt W xl in o FUN bed b marts. buts Wuuem pipe! ad catch brain bras •alit fM1WI W a p', with boats far pips Y' h dienatw il emPthir ed with camp,[ mortm rm pipe I.1 item 9L' h d 11,i,ar, anmthed m tlr hJde and Will up with a Ise% tied of aycros rrnartm m the wt•ida. The as N francs fall W vet W real Wile aiy afar ltr brae worm prv'ry Ies Wan <o'r91Nd. 0400 wDt HORK INCLUDED, This «trim Parton• W Uh matelot aril method raylranant• Fm ux a marfm rnp al m rk blmk a bk rrasaYy to ails! thN cmLrXt. All t WU eMl W kid n mortar m dewriWd h this amtkey W<m weciried aloes'. MATERIALS• rlartm u ,,d h mowryy <oninacllm •MI W highly plmti< with high water Ms hhy ed shall tomtit a, by yabane, I Prot Porlbd Conant, w Pat W 114 Pal hyd—d I" pity ad 2- 4 W5 flea tW can If lb volurnss a carnrrt ad It— catty tar sand. Mleturo rrnaY W Xijuftd •lightly rot waiwbany. Como, S l W a PwUk d Ce t o Anmleal meaioturo, WMamka W the 1afMt revlsim a lb ASM Spscifkdlm CI50 > AASHTO 1165, Typ II, , d W W a a des apaavd by the Erpknir. Limn Sh,011 W a cable hyd ' high —1— Ihw, tarn/amkq b tb kAset rvisbn a the ASM 9pwificdim C20f-99, Typ S. Lhn pdty Jill W a stiff mizbre a Ikon ed water. 04211 gTJttICTUR wORK INCLUDED, TM CmVwlm 1b11 Provba oil inter[ brkk mmry whpas hdicot<d m tb plea m divctM by tin Erg Fa caelration ro fi111rp a rrmhpN irr.erW ad ter cimiler Waco. Fah brick shJl W u. etted ad ca pI,Wly b ddiXf 'n motto- of its batten, idm ad ads h ens fPe ,tt. , <m< WYa rd W fill avay JPht. Brkkwak ihFll W poll bwded ad Jadf Nnit W m cbae m pratkp . ilo brkk rr,martY Nall W kid h halt na hm lac 1 cry h, 1 W dlaud W ri•s s awd a^Y Mick mawmy m41 it eel d 24 bun.. No mmavy MWI W toil h hau:q wadher. Ti- brick I,•ed W can 1, r We meets Jail W good, wand, Imd ad mifamly Wrnd, rogulm ab uMform h •h— ed elm. Brick used fa this purpox stall canfom W ASTH 5p 10L Xmlm C52 m AASHTO Mt91 Ides[ version ad •loll W Gale $5. Brick mmaYy "I Im kid h Pxtkad mount nnortor —_a F a urn pal Fantod csnaK ad rho Pa a sad, nnaara 1 by whims, W wNch rot more item 10 mods a lM •till W Mild rm ash bog a carnrnt. Tla caym4 a1nNl W m epwiriad h 5wt1m 05500. Water Ior rrarb ahW1 W clam ad mIY m orau0. wfricieM W produce a warkabla mortar •till W Woad. Hamm Jell W uwd within w bur from tW tins ttr tenant ulm ddd W tin rota. Tb •o'd Far mortar far Mick masarY "I W unlfacmly graded, clam, •Imp ad _tan w Wad I— Men will pma a b kid[ rrnesh wrfarn. 05550 HORK INCLUDED, The Cmtmclor ahMI it 11 m W f,m ab hero m wtlirW oil d localkyn Mlcatsd m tW pia a m dlroW by Us Eaknar. MAMIOLE FRAMES AND COVER". YImIWe''roof od cave flow' ca F_ W Jmdada m ft iqM m lb Cm4at Drw ". Frans• ad trays "I W a teeth, Way, vet 4m. Cmtky Jan W In i, pdbm ed F.'ran Ft.. Bmirng :'faro! a ramble fromm ad ewers agaknt ah dth r "I W machkwd W give cantkc,ous contest tha,,h- tMir mtiro ­f­ Ail Irm cmtlnm •till W LlmaighN 'i_iXi oil thm coated with tit tar _f_ Wknp d.,L_t. Fravn• ad coves •till W Neerah, "Boon, w m approved ayal wKh model rwr,barf m dea'gald m the Cpn4al p-wips. IbiaW <wm •hall W ranked 'Seusr' or ".Aaryn-Sever' or'WW1 m rsyked. Th rmWalP' Jell provde Water -proof lYp ''swats ravrf m noWd m Use pWn > m roal4r'sd by tlr Epbwr. CATCH BASIN GRATES. Catch limn prow Nall W w dl •* .sd m the Coast D_;rq.. CLEANOUT FRAMES AND COVERS, cl—t fraorf oil ware •till W or twgh, W_— W wrfam a c% a t Fret�nsa oil Wrazvra apdmt ash othr Nall f Wv<'R ewiYeaus emlat llrargtw,t Heir ciramfrace. All km _.l well bit thaapinly clamed ed that c with tit rwl — Wfrf Wi,a -- RECORD DRAWING 10441 Tb CmWalo shall Frwide ed maintan, thraptwt the project, a<eptdle waning, di.ectian, a,d delve fiWts d dl elaaurm, krlerxcUan, oil okay lb contratim ad eatour rouW, diratirq Ur trafk rantrol mould eta dozed !n irdicatM pe d a the bmglwt its ortMhet��� tour lope Lroute ar routes Jdl clraly All Wmicades, hg sign, IigMs, tammroy •igwls a,d aher prolatiw devk<s must cmfortn with ttr Ykrsal m Urifam Tra'k C l Devi.. For Streets od Nigh—, "ifMd by tb U.S. Gowrzrnnt P orq Orfke. h tb rva4 ifpt the =Wr rnrybcta W edictal>ilv irlwl oil makntdn berkadea, liphta, •iga, ad .4-1, m o by the ErK ir—, lb Dpimer o'ry proceed W live Zh nstWWtam mode and the cost thereof shall bit dductd tram tb mmb due lb Gontroctor. Hhm cwntrwtian is n,spadrd far eM remm, the atardad borkdes ad rWo still W mtabllshd m o rani-pemvarnl basis ad abtl W rcflectmiid, hsWlld, ad aranged m approved by the EN^aa. SP-3 PLANT SCHEDULE ______ C— OTV KEV SCIENTIFIC NAME COhIM JN wva- SIZE COND SPACmG TREES — — — — — — _ 2 _nR Ace bru_m Red Su of RED SLNSET MAPLE 2 1/2 J' Cal B88 Plant Mwr, CO 16RVATON , < BP B 1 1 NP7 f PAPER BIRCEN 5 10- Hg BdB Pia tas shown E MIX /2 UJ UI ..... ... . _.. _-,._.. ... ... _- ... .._._- 1 r lapon<a Iso lane' Morton' ACCOLADE ELM 2 1 Z • J' Cal BdB P4m as sham 2 UA UI s amerv:a Prmceton' PRINCETON ELM 2 1.12 . 3' Cal B&B Plant as sham EVERGREEN TREES IB PG ; PKea plauca - _- WIMTE SPRUCE - �- B' • 10' Hpl BQB Fbnl as snovn to , TO ; Thule eco dentaks Tedmy TECHNV ARBORVITAE a'' 5Hp1 _ Bag ' Pt as shw I - SHRUBS • 7 CA CNmra alnilaa'Humminpb.d' COMPAC T SUI MERSWEET 7Gal CONT PAnt s++own •-- -_... —._ —_ _ Hydrangea pa iwlata Campxta COMPACTPG HYDRANGCA SGaI CONT PWhl as stwwn Coed u0u ' 47 : IG Ilav 91abn N«du NORDIC INKSERRY 5 Gal, CONT Plant as sn— ! PUM gPtm UMITdF 'f _ 15 VA Vaccinium rgustddum LOWBUSN BLIIEBERRV 2GN—_CONT. mamas sMm j pa king stands DISTURBANCE 6 UJ and SEEDING N PLANTING NOTES ah d rue norm Z.60.1 Snmards W m _. 1 An pant malenal i+ the part zcneduk sha!I be r.aseryg'e^T'' meay.reance wiU ANSI 'm acc«W nhatery sleds. i 2. Allpants shah oa gl,aranleea 1>y Ine C«:aaaar br a Perim d ear ft— I un bys. ingot � dthe one eted n5lrwdllal Owrer�. 3. for anyplants which a eprnissing oonhW re:Tvim prior b Firm Aooeplance . not hue m . have died are unhealthy «undue—tensac of the Mwift (due b evicessim pnrnng. d:eback «othe, eas«aJ. - -_ j ! / 1. All plant mal.nals shall be selecbd and tagged at Me nasery by 3 PG Canfi— 5. The la bstmut a MdliterTs approval a n+.9wred for any Rant . 8 -11Y. Planing Pan 14) TO / m Am suotti and! '�'•- fi. All shubt am trees wiN De sprayed weed the arhbaesictxa •'M` - .. / 'Mlltr-Prof' ( appoved eQual) plot b M Frsl yKnler. parking dame 7. The Landst' a Conaacl« shall have Ine Gerheral Corhbacb n ng ny— tion.s b j uses n be 4rhd .aped prior 11 CAInmMd any extavabon. Ad :rSl.'Mrls b bee locations w111 be 3 UJ Planiry Pil in ' - / lv r Mt-. ds't —flip. dt�awe deady a V blem am with xi. sr par mg w 7 tG - _/ a. All plant bed, atvub and Ire. local- shall be staked in 11. Reid by 2 Yz' • 3' Cal. 2 IG C«hbsd« br Landstax Architects approval Ruh b msUnabm. 1 UJ 2 UJ z/ q" IG 4 IG _ 9. Adjustments to pant beds shall be axl—d by l Mctv:et. . 2Yi' - 3' Cal. 2 Y{ - 3' Cal- - / 10, General Contracbr is .es, onsible f« as erbt+on oontn l measo— ' . / I I All dislcrbed areareas .re b be lot —led and seeded. 12. Mu'ch shall ounsisl of double-sluedted hardwood nsddh « Mix approve f eoual and Contactor is msponsiNe W Rovlding samples . 1 of null• b Lamscax AmNlea. Mulch pan matMak as shown on 1 Plan am cetafs 13. h Is me Inert of fit Contract b awid any do turban' b existing _ trees or —a an sI!e other than mots. spec,"y designated kv /✓ / 1� Lrduda:ed damages .. 4 4 IG `. shall be S500 per Wiper uxi, Snr "be $100 esch operaion .. .. .. BUILDING to Walations V.` / 15. Contactor o Msp«nUe hx ail damx� due his de and ft. 7 PG -- .._ '`-� 16 CCo.mxtw sesponsibe(w checking sPot ele,ali—and must 8 10' H91..'. `\ F F. ELEV. JSO.IX1 '` .. be approved by Landscape Architect pl+« b proceeding. etas '.. _ smoothly wslh exabrg grades at 10.125 SF.� - -- \ _ _ stakes. 5 2 CA PONO \ \,' 17 Contracor shall Mend new work .. (5) HP (5) HP - 'I �' \ _ / oerM'xl limit hne aid,•« hmn a wnstutwn Ixa. t - - -- 18 Contractor b vmy that subgrades area inches bebw finished aeli.(1) \ \ Wp 2 Yz 3 Cal-•. 1 UA - \ ` grade Doming con trucwn�. a ,a I.nuI the end wam hey Perim. existing • ',? Yz 3 Cat \\ - - �.` / pees that are snowing signs of stress are b be entered until brought 4 BP - - - back b s healmy state as detamlined by the Lardr..pe Architect- . 6'-1 U'•l194' - \. - - / 20. contact« I. responsible kH venying ant: oonamhing au plan i 1 \ 1 / —ts as supplied by the L.ndscape AMhitet with field dondTons . y. .1 .. SE�DEO .. . f \ i as consbu ted. Arty drsaeoancies Shan be lepodm b LMdsoape j. ,. SEEDEp + \ - 'LIMIT OF... Ard,Ited ;«approval and direction. �. 4 IG DISTUR)ANCE :( 'h• 4 iG 111 and SEEDING 1 AR �7 IG 2 "Cal: 1 4 I N. _ / J t AR 7..J VA .. - 234'-B'Cal. TILLEY DRIVE 0 - 20, 40' so, MILES WESTON MOUNTAIN VIEW OFFICE PARK Lot I Site Development South Burlington, VT ISSUE REVISION t DATE Coy Tfee %yJ.a6t (menu 5.uar, Des4r. Dec. 6 `5 2W7 SCALE 1' a 20' Landscape Plan L.1 TREE TO BE SET PLUMB CROWN TO BE PRUNED AS DIRECTED - 00 NOT CUT LEADER TRUNK PROTECTION V -- GUYING MATERIAL y TRUNK TRANSITKXJ 114' TO TOP ORGANIC MULCH 2' MIN. DEPTH OF ROOT BALL. - — TEMPORARY LANDSCAPE SOIL SAUCER — LANDSCAPE SOIL -TO BE CONTINUOUS IN ALL PARKING LOT ISLANDS @ MIN. FINISH? DEPTH OF 2' GRADE s y ROLL BURLAP BACK FROM TOP 113 OF ROOTBALL AND/OR OR coNrmUous H ALL ✓' `_ ?�„ �r r•. CUT METAL BASKET BACK 2f3 vuminc LOT 4a.wos y r \ OF ROOTBALL BEFOR BACKFILLING: UNTIE ROPE FROM TRUNK 67� ._.. _.. '-"''^-.--•r.-.,,=4 ^.' !*' 'DUCKBILL' TREE SUPPORT OR EQUAL i. 6' COMPACTED LANDSCAPE SOIL NOTEA. REMOVE ALL NON -BIODEGRADABLE EXISTING SUBGRADE MATERIAL FROM PLANT PIT DECIDUOUS TREE PLANTING DETAIL .2 NTS — PERENNIAL. TYP. MULCH FIRST YEAR .I ...........__—• FINISH 2'..�.... G: ..:•1 ::, ,`G GRADE i SCREENED LOAM 12' .. _ .__. ..._. .__ COMPACTED SUBGRADE PERENNIAL PLANTING DETAIL L 2 NTS ;a F g "--'--- TREE TO BE SET PLUMB REINFORCED RUBBER HOSE S� APPROX. 45' - - - - r GUYING WIRE 3 PER TREE W/ TURNBUCKLE 2' THICK — — DOUBLE #10 GA. BARK MULCH t*% WIRE (TWISTED) 3' SAUCER RIM \ -� 114' TO TOP OF .• / ROOT BALL FINISH---'"" ROLL BURLAP BACK FROM GRADE TOP 1/3 OF ROOTBALL 1•,O. BEFORE BACKFILLING; IN. y UNTIE ROPE FROM TRUNK BACKFILL }r _ s WITH TOPSOIL t! < 'DUCKBILL' TREE 6�T SUPPORT OR EQUAL / 2 \ EVERGREEN TREE PLANTING DETAIL 5 _ GROUND COVER PLANTING DETAIL L.2 NTS NOTE: SHRUB BEDS TO BE PREPARED WITH 1Y OF TOPSOIL PRUNE TO REMOVE DEAD AND DAMAGED STEMS. MAINTAIN NATURAL SHAPE OF PLANT. DO NOT SHEAR PLANT. TRRUEETO GRADIEAB 6 2' ORGANIC MULCH L� LANDSCAPE SOIL SAUCER MAX. FINISH — GRADE LANDSCAPE SOIL ROOL BURLAP BACK FROM TOP :%: I12 OF ROOTBALL AND/OR CUT h�:•n.:�r r. . ' METAL BASKET BACK 213 OF ROOTBALL 6• -.. - > >• p .V BEFORE BACKFILLING. UNTIE ROPE FROM TRUNK T _ 6' COMPACTED PLANTING SOIL _ EXISTING SUBGRADE SHRUB NTS SEEDED LAWN FINISH .. _._. _.__.. ._ SCREENED LOAM 4' ,... _ -. COMPACTED SUBGRADE 6 SEED LAWN DETAIL L2 NTS MILES WESTON MOUNTAIN VIEW OFFICE PARK Lot I Site Development South Burlington, VT OKI RR$ION R € DATE Cry Tree Abaf4 Mrfft 8,032MT Desir On. 6.06.2001 SCALE AS NOTED Landscape Details L.2 PLANT SCHEDULE L .GTY—. t KEY .JSC1EN.. IEN — TlFIC NAME COMMON NAME SIZE COND. ISPACING _ _ — ,.. ' — — _ — a — s, :x. '^• —T2 AR ARcerEruD Red Sunset' PAPER BIRCH tr - Hill i 12 W Uknhus )epponkaxvAbanlana Morton21M2p3' GI B88 PIgll et a.._ s -- tCOr•'ISERVATI N ~. .a, u. .r. .v — _ _-_._. .._.._ /2• 95B Plats as 2 UA UMMB emerldns Prirceii P INCETON ELM 2 1 3' Cal. a t UJ EVERGREEN TRM `. 10 PO Pbwplww WHITE SPRUGEB_70' 889 plant as .2 3*Cal 15 TO Thtlls arddrslY Techny' �7ECHNYARBORVITAE 1'-5'H�. %9 Plant asalefel ._.__ 1 1, . _. ..... ., .. \ .... ....... _ .n. I i> .1[ ....... ,: ..,. / : ., - :..: .... .. ........ ... ........__.. ._. ...�.._ CA CHNhre..B.e ........ .a. 6n_lfdls'Hu............_....... Par"WCn...............................COM+ACT SUMMERSWEET 19 h... COMPACT P.G. HYDRANGEA 5Get .I CONT. I Pleats 5 Gal PlaidQ q ! .-1. ERi T. wab eh CONT. Plenlu DIST RBAN "ti 5 UJ / /. SEED G 2V-3»Cal. >r Jet ti �_ nn<tw Ir• ,I // •+ j ' is n.w r .. ��b _ _ PLANTING NOTES k I t / - - , _ _.. rF 1 1.. 7 All plant material in lie plant schedule enau be nur^.ery grown in I ._.. ea � them of n mar, sWoo,_ anus m z eo. t slanaards b, 4 . § Hat ._ .>.. .All pleMS shallbe guameleed by the Contract«bra paned of '_ ---- � _ one year from data o1 rewipl or Provrelorrel Acceptance of the I comet led installation by he Owner 3. Rap ment planting. will the required prersFinal Acceptance J' I e t a any re �nlnea h by o, �ncharactennst not fhe species (due to exa�� e `tc w A :. ': i _. ......—._ .' i prunin dieback or other reason). / All plant materiels shell be selede0 and lagged al the nursery by Landscape Architect. 5. The Landscape Amhdect's approval is required for any plant mat eulims Alllsshrims an tees will be sprayed with the an5-0estocant ( ft wn-Friar and equal) poor W the find winter. � r 7 TM Landscape Contractor snail have the General Contractor 8 10 Hat, + • 5' HgL / locate all underground utilities n areas to to landscaped aria to m—ing any as .atlon Adjustments, to tree lowbas will be allowed where utility conflicts are clearly a problem and with prior sn0 ...__ ........._.__. - ..._. a val by Landscape Architect. / � PPm pe . > 3 All plant bad ShND M tree lawlim shoe be staked b he field by '' IG , Gc4 r 'lit. contractor for Landscape Architects a In installation. ss_ux- 7IG Pe Yz' 3 CBI ve ( 9 Adlustm in le to plant beds shall be approved by Landscape r s 4 10 4 IG • :' b 1 10 General Contractor is responsible for all erosion control measures t, ,- Xz • 3� al ........ 2� - 3' CBI. / / during construction. 11 All disturbed areas are to be tapsdled and seeded. 12. Mulch shall wrist of double-slwedded hardi—d mulch or • A' s approved equal and Contraclor 1 P�^dwg responsible la samples of much to Landscape Architect. h plain ma Mu lenaLn as sshownon I VATIQN .'\ n and 13 It is the intent of this contras to avoid any disrobe— W evafing 0 s. \ ' Drees r shrubs on s to other than those spedfically denigrated for 14.nLgadated damages 4 IG ,� /� '� � \Liquidated for Ir6es damaged by construction operation • shall 500 per wuper inch, sows anaa be $100 each. NEN. k.:BUq DING „ i v 15. Convector is responsible I., an damage due to Idn s operatio a - ,. ; i y..o4'to, nsiaa and outside has tress line SF 2 CA .. ' responsible heclmpspo etaaficnis and yyy 7 PG .. P 1 ;('y�°' 1ve rgrec Posed dgrades 0 icirprort stakes. Grades must LL ,' '.. • (5) H c :o, `ribC - benappwed oy Landscape by PrKK ro proceeding. 8'-i 0' H9f a ` i POND \� \ ' • 17. contracto shall blend new wo k amood* with mostirg grades at rcl/or omit of mnstrudlun line. . _ « % canto# limit kn a \� .. 15 Contractor W randy hat aubgradea are < a„i,ea below finished grade prim prey ing op l (5) HP de to a d r sell for seeded aneaa. (1) UA - + :. 1 UA •:1' \ h 19. During construction, and until he end a:mmty period, existing \ 2 \ trees that are showing g or stress are W watered until brought 2 �� 4 ',N,�•, ` \ back to a healthy state as determined by he Landscape Aniiitect- 20 Contractor Is responsible for ventio g and cone trig all plant counts as suppliee by the Landscape Architect with field conillw,a i 8'•10'.Hg4 ,,,�.: }-� - as constructed Any discrepancies ae be reported W Landscape I Archil-I for approval and Erection. "DIISTURBAKE ' ' lk IG ' \ .� •� 'slid SEEDING ,2iZ_". Calm; MAR i = r 2 )i -- 96 Cal.MILES WESTON - r er. a�aas t .... .t if a �r+. ARK MOUNTAIN VIEW OFFICE Lot t Site Development P l-- t�`--�._� South Burlington, VT 1 T I L L E Y D -"`"~ _��r •,. SAIEI AEVISIOn t DAZE ........... . ....... .. jjj I - - — 1 _...., / 0 2a as atr kIM 10.102883 CA TreeArlim9mnmert 8.13280T Drip Dev. fi.'M VXE 1'=2v Landscape As -Built Plan L.1a THE CONTRACTOR 5MAU-NOTIFY VIGSAFC AT WARNING: 1-588-344-7233 PRIOR TO ANY EXCAVATION FATALLY TOXIC GA55E5 MAY BE PRESENT PI22AGALLI PROPERTIES, LLC I {, I AT LOCATION5 WMICH MAYBE IN THE IMMEDIATE IN UNDERGROUND PIPING SYSTEMS INSTALL �tJD GP I I \ I \ \ _^ MT .VIEW OFFICf PARK 1 VICINITY OF UNDERGROUND UTILITIES. AND WASTE SYSTEM 9TRUGTURE5. 2,WF74 AC. II I II I - I l I I I ' EASEMENT I I I x - I TO LOT 2 \ / ao' imw FOR PRo E I DRAINAGE INFORMATION 5ENER INFORMATION JNfERSTATE,OFF- I W CSIN NEW / / / / RI II — S D421T GI INu NA.2.50 NEW GATE yALV / / I / \ I`, a#r. / 15' W. OUT-542.0, 6' DROP— IN-S%.20 �e cI—T I I e' INV. avr-.a �CR�I R— RIM- 47.40 GURH �.F I �1 NEW CB.i NEW 9YDb2 OEi �w� it I B' MV IN-MR.T9 RIM-359.05 15' INV. IN-342T9 B' INV. IN-550.T0 IS' :NV: OUT-SI2.T4 D' IW. OUT-5501.0 /) I4•/ 1�__ NEW W.T NEW 2,500 GALLON 9F,IDIMENTATION C{— II WETLANDS 5'TBN. OUT.—JI TANK SE! DETAIL I .s. .c.. 1em.D.ao /� �T.Ds I 1 I NEW CBA.H < / Is. INV. OUT-SII.T9 / t; & *1 A,. A; RlnINV. I0 I / // // / •/ 1114 1 � O Z I, PIZZAGALPROPERTIES, KEPAKLt... .- -. .. i5• Imo. TOUT L� I, Lot AC. - f NEW CBai —14 T / WF f IV INV. OUT-S5.9D NIw Is x 3T HYPE -..A� i r - WEW CS- _.\ EW NA . . HOPE / I RIM-95D.50 D-W mt Fw HO / 1 I RI INV. OVT-555.50 N1. n• . sT' IN rAR , / / \ \ \ n OIDJ P I iFT N ��_ x LOSOU ASTER / I SETBAC//K/� NEW POLE T,G/UWTED / YJA 4W FIXTURE, TYP. I I / TERLINE � T E / -A; { n - - ` I I ED UNDER VE, ' _ I / SEEp AIL PIZZAGALLI PROPOERTIE9 A� A] I ' 3 �i� � � � ..�• NIP I / / / / Y o ° l X OF E PROJECT STATISTICS m I 715apc.cn" I I Lor saE 100.0 391 ' � I La 1 y BUILDING COVERAGE 0,'23 57 40.0 PARKING 4 DRIVE COVERAGE O.H IG..2 f yLW IIYDRAN �:,tT16lY 'Y I I NEW B' . I21' HOPE I 1 I SIDEWALK COVERAGE 0.04 I.0 S-O.DDL5 R./FT. ww Ih' 1 Pe_ I NEW CBa4 II - / I I I TALL TYPE I 1 \ TOTAL LOT COVERAGE 0.92 22A To 0 5-OOI00 r1 �T NEW CHILLI PA 1 \ l� I E�i I BONE OVTFALL MD I s.l FRONT YARD SIZE 0.34 100.0 } I 1 TOTAL FRONT YARD COVERAGE 0.02 5.9 30.0 �"' _ gg4e B•! HANDICAP RIA'" 1 1 I I I ZONING DISTRICT, INDUSTRIAL E OPEN SPACE I en . . �- • _ I NEW BOLLARD LIGHT FIXT URE, nE, P. P. SO I \ \� PROPOSED PARKING SPACES / - - NEW D• . 5a svR 35 PPAVCC A • INV. 4 sW.W Nares: \ I 3 9 96 S-D.IEA FT./FT,. \ e I' DONALD HAMLLINW CCWSULTNG ENGINEERS, —, LOT 1 15 EASE ON IC SURVEYS PERFORMED IN AN 1W/ BY L. NFW CEMENT —max }-�--x / 2. TILLET DRIVE UTILITY LOC4TKNS SHOWN ON THIS THIS PARE ONGBASED ON A PLAN ENTITLED f.REYE Guka x \ \ - - x I 'TILLEY II SUBDIVISNTH, ROADWAY PLAN VIEW', SHEET w2 DATED MI]G/M AND LAST REVISED DU04/P3, PREPARED By DDAM-D L. HAMLIN COII9IJLTING ENGINEERS, INC. BU I LDI IG / jV \ \\ I S. ELEVATIONS ARE BASED ON USGS DATUM TAKEN FROM A BENCHMARK AT THE NORTHWEST .'TC G _ f ,-.,�^�// CORNER OF THE NEW ENGLAND TELEPHONE PROPERTY LOCATED ACROSS INTERSTATE D9 1 l \�J`..f / \ I I �I i I I / / / _ �i•_-•-„ - 00 II IOI I25 SF \\ C /�, \ / / /--� � �\ \�\ ` 1 � FROM KOERNER,E PIE. BURL�IONNfiTON, VERnONT. BENCHMARK ELEVATION WAS OBTAINED FROM FRED F.F. ELEV. 35O.GO \ / /\\ \ 1 \ /. ALL WATER LINE AND RELATED WORK TO BE PERFORMED IN ACCORDANCE WITH THE Da.TO / sw.TD Dw \1 d II S+T.a. \ / / \ \ \ \ \ \ \ ' - ll"lJ'�. 341121. IS NcaicRe�ri SIDE I I I I NEW WILNG DIMOUNTED. I \ \ I ( I II I 1 I I I 1 I 1 I LIGHT FIXTURE, T YP. WATER SERVICE I I I \ \ I � 1 \ \ .\ \ I \ I l\ •c"'\20 O 20 40 60 INSTAL E LOVfFALL TYPE\ STON c I / / / / I • IN/.. 3DLa0� \ � 1 II 1 I \\ �, / / //, / \\ \.. c' INV 5�G I \ \ \ i / / / / / \ - t/ 1>BT D- cry D.I.- - - - - NEW B• SO' SLYR35 Py%\ \ \ \ \ TERLOHE TD BE - -- _ _ `- - - _ - - - - - - - - - _ NEW ^a'IIMI DAIS R'ASON REVSED ZONING DISTRICT JR( S-0.— FT./FT. — — 1NBU TED, SEE-0ETAIL — — _ _ — — — _ _ _ — — W CAP END OF PIPE I .' "^+ — I� — — — — _ — -1- — — — _ _ / s DATE RFASgN REwseO unury coNFIGI.aanoNs � soL • T. HOPE s --1— - i 6• . m sDRSS we ice/ CLIENT o ,a� FT./FT. / I - �.� Fr./Fr. PIZZAG PROPERTIES, LLC P.O. BOX 2009 W�NE F. SOUTH BURLINGTON, VERMONT 05403 / CONNECT NEW WATERLINE To w w w W �— S PROJECT (STING WATERLINE WIT" WET RE E EXISTING END CAP w • =�" 5 �� MOUNTAIN VIEW OFFICE PARK BLOCK AN TAP AND VALVE, SEE DETAIL THRUST D CONNECT RECONSTRUCT I {TA_, S LOT 1 SITE DEVELOPMENT TO EXISTING WATER SERVICE��Vll I I FM ti FN FN BIKE PATH i1�{y F11 S '.TING CURB CUT DRAWNG TINE �•J�� {y M M ! TO BE CLOSED M N �fW SITE PLAN E E S S S S FN S —5 / ,EISII IIIIII I DEPRESSED CURB NSTALL CAP W�TEE AND I VALLVE��.OF V �, AT BIKE PATH NEW THRUST BLOCK I D �,hv- P' Survey MRM/BFD Smk TILLEY DRIVE Donald L Ha _ mlin D D �� D 0 D D D �A°yl �y 201 JPK/SOL Fk nsulting D�_,SD TBIT - I'- %pSS�... � 'A• Ched d �'ngineers, f Draring � 53 (U.5.4.5. DATUM) _e �E .L d:. +&. II,I�A`AEEE� JPK 1.96 A-1 STmt S_ 1 • — — _ _ 05.2M7 6smx ✓u„ctiom V —1 and No.104852935 BOND KNOW ALL MEN BY THESE PRESENTS THAT, PIZZAGALLI PROPERTIES, LLC of P. O. Box 2009, South Burlington, VT 05407-2009, hereinafter called Principal, and TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, a corporation organized under the laws of the State of Connecticut, with its branch office located at 350 Granite Street, Suite 1201, Braintree, MA 02184, are held and firmly bound unto CITY OF SOUTH BURLINGTON, VERMONT, c/o the Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403 as Obligee, in the sum of Twenty -One -Thousand -Eight -Hundred Dollars ($21,800.00); for the payment whereof the Principal binds itself, its heirs, executors, administrators, successors and assigns, and the Surety binds itself, its successors and assigns, jointly and severally, firmly by these presents. WHEREAS, PIZZAGALLI PROPERTIES, LLC has contracted to construct a medical office building per Final Site Plat Application #SD-07-57 for Mountain View Office Park Lot 1 Site Development for 185 Tilley Drive under Site Plan Review procedures of the Obligee's Department of Planning & Zoning Commission; and, survival. WHEREAS, bond is required for to assure that the landscaping has taken root and has a good chance of NOW, THEREFORE, the condition of this obligation is such that if said landscaping takes root and survives in accordance with the requirements of the aforementioned Site Plat, then this obligation shall be void; otherwise to remain in full force and effect for a period of three years from 4 December, 2007. SIGNED, sealed, and dated this 4th day of December, 2007. PIZZAGALLI PROPERTIES, LLC (Seal) By: Witness: TRAVELERS CASUALTY A D SURETY COMPANY OF AMERICA CAL" (Seal) ��/' By: R. C. Hutette, A orney-in-Fact 7 ` WARM e POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company Attorney -In Fact No. 219232 Certificate No. 002020312 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters. Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make. constitute and appoint L. F. Hackett, R. C. Hulette, Susan H. Roop, L. S. Hackett, Edward L. Austin III, Michael T. Walsh, and Lorraine Cofran of the City of South Burlington , State of Vermont , their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNF� &AS REOF, the Compgbs�have caused this instrument to be signed and their corporate seals to be hereto affixed, this day of Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Seaboard Surety Company St. Paul Fire and Marine Insurance Company 24th St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company G I.SUA�' �" parox St�REij J�F10.E a yw OF0.N.rN,f` /' J'a+ .N.... .k pltV ANO SURFI iVTY Or O�a4r L U .� ' G 74 c 7p2 @ • 1 ! 4. ....... _ MCDRPORAIED m V 19821 O � yg]/ �.92% s �; F --- .°: a HARTFCRD, < HAR'tFCRO. � < �7� 1951 NO .SE AL SBRL::a'! W CCNN. o �CCNN. �R 1896 6, •RE a' ,a a •• ! 6 •• n Oe �y .... ;� • �' ........- 'a J fSurN� State of Connecticut City of Hartford ss. By: �N_ /GeorgqgThompson. tir ice Presidcni 24th October 2007 On this the day of , before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. ^In Witness Whereof, I hereunto set my hand and official seal.File Q/Ll� C•My Commission expires the 30th day of June, 2011. Marie C. Tetreault, Notary Public 58440-5-07 Printed in U.S.A. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNII I IS POWER OF ATTORNEY IS INVALID WITHOUT THE F ORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kori M. Johanson, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 4th day of December 20 07 t}�_ Kori M. Johans Assistant Secretary G P,SU,��r SUnf%. 'FlNE 6y*N INfG p+� N$�7'... JP�iv AND' N10511RFIY F.�iTi.t� ,9is � � ii � DORPptATED �ZoaP�w�r`s e' - : n i C wurFDaD, ',,`arEoao. bey O CONK. n CQW�. R IIN TS9Ei 4 y 1951 m �;SEAL,io, o:SBALia $ # �a o �.. a•. s,. � �� ! lA' '�OF ry�W k°s�F. nit (• a fS ...AN�i o1s....�..: T�s 'sbt n��n!• �- v�� a''/ AMt dr To verify the authenticity of this Power of Attorney, call 1-800-421-3880 or contact us at www.travelersbond.com. Please refer to the Attorney -In -Fact number, the above -named individuals and the details of the bond to which the power is attached. WARNING: THIS POWER I Impact Fee Calculation for New Non -Residential Construction A Project Name (� u (, L" B Effective Date It a12 C Type of use 4 D Type of construction E Value of construction per square foot from Appendix 1 d j� 1 F Total square feet of new construction l (� G Total value of new construction E x F H Above in units of$1,000 ! (9 S G / 1000 I Existing land value di Grand list J Above in units of$1,000 U I / 1000 K Total value of site and improvements after construction G + I L Above In units of$1,000 , o K / 1000 ROAD IMPACT FEE M Base road impact fee per VTE N Estimated PM peak hour VTEs O Base road impact fee P Credit per $1,000 (Table RD-5) for past payments Q Credit for past payments R Credit per $1,000 (Table RD-6) for future payments S Credit for future payments T Total road impact fee FIRE PROTECTION FEE $144.56 %3PMxN 3 JxP L x R O-Q-S Estimated post construction value of structure and contents (�' U in units of $1,000 5;Je V Base fire protection impact fee Credit per $1,000 of land value Q) for past tax payments W (Table FP-4) X Total credit applicable to project for past tax payments Post -construction value of structure and land excluding / Hx1.875 $0.87 x U (�y" From FP-4 W xJ Y contents / /� G+I Z Above rn units of $1,000 1( % d • 4 Y / 1,000 Credit per $1,000 of post -construction value for future tax ✓� AA pmts (Table FP-5) I� From FP-4� AB Total credit applicable to project for future tax payments P 7� AA x Z AC Total fire protection impact fee V - X - AB TOTAL ROAD AND FIRE IMPACT FEE Calculation sheets.xls AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATER QUALITY DIVISION 103 SOUTH MAIN STREET WATERBURY, VERMONT 05671-0408 NOTICE: DRAFT DISCHARGE PERMIT PUBLIC NOTICE NUMBER: 3-INDS PUBLIC COMMENT PERIOD: November 2, 2007 —December 3, 2007 PERMITTEE INFORMATION PERMITTEE NAME: Pizzagalli Properties LLC PERMITTEE ADDRESS: 50 Joy Drive, PO Box 2009, South Burlington, VT 05407 PERMIT NUMBER: 3805-INDS.2 PROJECT ID NUMBER: EJO1-0291 DISCHARGE INFORMATION NATURE: Treated stormwater VOLUME: As necessary RECEIVING WATER: Tributary of Potash Brook EXPIRATION DATE: Five years from issuance date of final permit DESCRIPTION: This is a draft discharge permit proposed for issuance to for the discharge of stormwater runoff from an office building located on Lot 1 of the Mountain View Office Park, Tilley Drive in South Burlington, Vermont to an unnamed tributary of Potash Brook. The means of treatment includes a wet pond. -2- TENTATIVE DETERMINATIONS Tentative detenminations regarding effluent limitations and other conditions to be imposed on the pending Vermont permit have been made by the State of Vermont Agency of Natural Resources (VANR). The limitations imposed will assure that the Vermont Water Quality Standards and applicable provisions of the Federal Clean Water Act, PL 92-500, as amended, will be met. FURTHER INFORMATION The complete application, proposed permit, and other information are on file and may be inspected at the VANR, Waterbury Office. Copies, obtained by calling (802) 241-3770, will be made at a cost based upon the current Secretary of State Official Fee Schedule for Copying Public Records from 8:00 a.m. to 4:00 p.m., Monday through Friday. PUBLIC COMMENTS/PUBLIC HEARINGS Written public comments on the proposed permit are invited and must be received on or before the close of business day (7:45 am - 4:30 pm) December 3, 2007 to the Agency of Natural Resources, Department of Environmental Conservation, Water Quality Division, Building 10 North, 103 South Main Street, Waterbury, Vermont 05671-0408. Comments may also be faxed to 802-241-3287. The pen -nit number should appear next to the VANR address on the envelope and on the first page of any submitted comments. All comments received by the above date will be considered in formulation of the final determinations. During the notice period, any person may submit a written request to this office for a public hearing to consider the proposed permit. The request must state the interest of the party filing such request and the reasons why a hearing is warranted. A hearing will be held if there is a significant public interest (including the filing of requests or petitions for such hearing) in holding such a hearing. RIGHTS TO APPEAL TO ENVIRONMENTAL COURT At the conclusion of the public notice period and after consideration of additional information received during the public notice period, the VANR will make a final determination to issue or to deny the permit. Pursuant to 10 V.S.A. Chapter 220, any appeal of this decision must be filed with the cleric of the Environmental Court within 30 days of the date of the decision. The appellant must attach to the Notice of Appeal the entry fee of $225.00, payable to the state of Vermont. The Notice of Appeal must specify the parties taking the appeal and the statutory provision under which each party claims party status; must designate the act or decision appealed from; must name the Environmental Court; and must be signed by the appellant or their attorney. In addition, the appeal must give the address or location and description of the property, project or facility with which the appeal is concerned and the name of the applicant or any permit involved in the appeal. The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. For further information, see the Vermont Rules for Environmental Court Proceedings, available on line at www vernontjudiciary.org. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05641 (Tel. # 802-828-1660). Justin G Johnson, Acting Commissioner Department of Environmental Conservation Y OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING :VELOPMENT REVIEW BOARD Report preparation date: July 2, 2007 b\sub\pizzaga11i\lot1 prelim_final.doc Application received: June 7, 2007 PIZZAGALLI — LOT 1 PRELIMINARY PLAT APPLICATION #SD-07-56 FINAL PLAT APPLICATION #SD-07-57 ►genda #13 Meeting Date: October 2, 2007 Owner/Applicant Pizzagalli Properties, LLC 50 Joy Drive S. Burlington, VT 05403 Engineer Property Information Donald Hamlin Consulting Engineers, Inc. Tax Parcel 0860-00185 136 Pearl Street 4.01 acres Essex Junction, VT IC Zoning District Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\lotl prelimfinal doc Pizzagalli Properties, LLC, hereafter referred to as the applicant, is requesting preliminary and final plan review to construct a 10,125 sq. ft. medical office building, 185 Tilley Drive. The same project received site plan approval on July 10, 2007. However, staff has since learned that the subject parcel was re -zoned from Mixed Industrial & Commercial to Industrial & Open Space just prior to the application for site plan review. The 10 District requires that the application be reviewed as a subdivision. The Applicant and Staff have agreed to re -file the application to ensure that the proposed project is free of defects. Additionally interesting, the site plan review in July 2007 included subdivision criteria. Therefore, this application has already been deemed to meet the necessary requirements and was received favorably by the Development Review Board. Staff apologizes to the Board and the applicant for the confusion. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, reviewed the plans submitted on September 5, 2007 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements IC Zoning District Required Proposed Min. Lot Size 40,000 SF 4.01 acres Max. Building Coverage 40% 5.7% �l Max. Overall Coverage 70% 22.9% Max. Front Yard Coverage 30% 5.9% Min. Front Setback 30 ft. >50 ft. Min. Side Setback 10 ft. >35 ft. �l Min. Rear Setback 30 ft. >50 ft. zoning compliance SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The City of South Burlington Water Department Superintendent has reviewed the plans and provided comments in a letter dated September 17 2007 (attached). Previous issues with the CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagal1i\lot1 prelimfinal doc location of the proposed water line within the ROW and the location of the hydrant have been resolved. 1. The applicant shall adhere to the comments of the City of South Burlington Water Department Superintendent per the letter dated September 17, 2007. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The applicant should apply and receive final waste water allocation approval prior to issuance of a zoning permit. 2. The applicant should apply and receive final waste water allocation approval prior to issuance of a zoning permit. The City Engineer had reviewed the previous plans and provided comments in a memo dated June 28, 2007. The applicant has since made all changes per the comments. No additional changes are needed. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The applicant has submitted a sufficient erosion control plan. These plans shall be followed during construction. 3. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subject lot is proposed via a 25 foot wide access drive (narrowed from an 80 foot curb -cut) off of Tilley Drive. This is a sufficient access width for office use. A portion of this access drive follows along a proposed City Street. Once the City Street is constructed, the access drive will be off this new street, in which case the street address will change. The 10,125 square feet of medical office use is estimated to generate 37.2 pm peak hour vehicle trip ends. Condition #12 of the five (5) lot subdivision, of which this is lot #1, requires a trip generation and traffic analysis including turning movement analysis to be constructed as part of the review of the fourth building. This proposal is for the third building. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The plans that the applicant submitted depict Class II wetlands on the subject property. There are no encroachments proposed in the wetlands or its associated buffer. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\r)i77agalli\lot1 prelimfinal doc The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning districts) in which it is located. Staff feels that the proposed project is in keeping with the planned development patterns of the IC Zoning District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The open space area proposed on the subject property is the Class II wetlands located on the eastern portion of the property. This is a sizeable area and staff finds it sufficient to meet this criterion. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The South Burlington Fire Chief has reviewed the plans and provided comments in a letter dated June 14, 2007 (attached). 4. The applicant shall adhere to the comments of the South Burlington Fire Chief per the letter dated June 14, 2007. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The plans submitted include two lines which indicate the existing and proposed ROW for the future access road from the future highway exit ramp hereafter referred to as "exit 12B." The existing ROW is 60 feet and the proposed ROW is 100 feet. Staff had requested the 100 feet and this is acceptable. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 5. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzaga11i\1ot1 prelimfinal doc The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is shown on the plans. Pursuant to Section 13.01(B) of the Land Development Regulations, and based on medical office use, the proposed project will require 50 parking spaces, including 2 handicapped -accessible parking spaces. The plans depict 50 parking spaces, including 2 handicapped -accessible. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. This site is extremely difficult to assess with respect to this criterion. The lot is considered a corner lot because of the possibility of a future access road across the western edge of the property. The only way to meet this criterion in full would be to locate the building at the southeastern corner of the lot and place the parking to the rear, adjacent to the wetlands. Staff has in the past been very ardent in the enforcement of this criterion. However, staff finds that the plan submitted by the applicant does indeed meet the criterion of "the greatest extent practical" given the layout of the site. Both the applicant and staff agree that it would be best to have the building located adjacent to the wetlands and not the parking. The future use of the building is proposed to include a health and wellness center. It would be in the best interest of patients needing these services to be closer to the serenity offered by the wetlands than the potentially busy access ramp from the interstate. The Board previously discussed the layout of the site and determined that the parking was appropriately located. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is one story and 14', which is under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted sufficient building elevations. The proposed building will be very similar to the existing buildings in the subdivision. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has submitted sufficient building elevations. The proposed building will be very similar to the existing buildings in the subdivision. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\ni7zagalli\lot1 prelimfinal doc In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff has already addressed the issue of the future city street. No other measures are necessary Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans depict a proposed enclosed dumpster at the north side of the building. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans should show snow storage areas for the subject property. The plans depict a large snow storage area to the southern edge of the parking lot. This is sufficient. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. Based on estimated construction costs of $1,430,000 the site shall include a minimum landscaping budget of $21,800. The applicant has submitted a proposed landscaping budget of $21,910. The City Arborist has reviewed the plans and provided comments in a memo dated June 20, 2007. The plans have since been revised accordingly and the City Arborist has stated that they are acceptable. The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The site plan shows proposed landscaping in the interior of the proposed parking area. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\nizzagalli\lot4 prelimfinal doc Furthermore, the applicant has present a plan which offers screening of the front parking lot from both roadways Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. The applicant has submitted a lighting point by point plan and lighting cut -sheets which are sufficient. Staff recommends that the Development Review Board approve Preliminary Plat Application #SP- 07-56 and Final Plat Application #D07-57 subject to the conditional items above. Respectfully submitted, Cathyao LaRose, Associate Planner Copy to: Robert Bouchard, applicant September 17, 2007 Pizzagali Properties Mr. Robert Bouchard P.O. Box 2009 So. Burlington, VT 05407-2009 RE: 185 Tilley Drive South Burlington Dear Bob: The South Burlington Water Department has reviewed the revised plans for the above referenced project. Please find my comments below and refer also to pertinent comments from my June 19, 2007 review letter. 1. All water installation work and water distribution material must comply with the "CWD Specifications." Details for this project must be the same as those within the "CWD Specifications." 2. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the "Backflow Ordinance." Please contact this department for more information on the installation and proper setting of backflow prevention devices. 3. Eight -inch and larger Ductile Iron (DI) water pipe shall have no less than three (3) brass wedges installed at each joint. Bury depth to the new mains shall be six feet (6') to the top of the pipe. Polyethylene pipe sleeve encasement shall be required for all DI pipe installed for this project. 4. The location of the proposed fire hydrant shall be no closer than ten -feet (10') to the nearby catch basin and storm water infrastructure. 5. The proposed end of the new water line shall be constructed with at least one full length of water main after the in line gate valve, cap, and temporary thrust block. 6. The Typical Water Service Connection Detail information should be updated to reflect the new tapping sleeve requirements found in the "CWD Specifications." 7. The Typical Hydrant & Gate Valve detail must include an approved hydrant flag. All hydrant drains are to be plugged prior to installation. Please refer to the "CWD Specifications" for more fire hydrant detail information. 8. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced CWD Specifications. The gas line, telephone line, and electric service are not shown on these plans. It is imperative that these utilities be placed no closer than four feet off either side of the water main when running parallel to it, to allow for safe excavation if needed. No utility shall be placed within five feet of any gate valve or ten feet of any fire hydrant. Generally, trees and shrubs shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 9. Separation between water mains and service lines and nearby sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced "CWD Specifications." 10. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 11. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced "CWD Specifications." 12. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 13. Further review changes may be required as this project proceeds through the permit process. 14. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 2003 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, 147eOe4j��� Jay Nadeau Superintendent CC. Cathyann Larose Doug Brent Bruce Hoar George Dow Hamlin Engineering Plan Reviews: 185 Tilley Dr 9-07 Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-4106 Mountain View Office Park 185 Tilley Drive June 28, 2007 1. Gas main shall be shown on plans. 2. Landscape plans shall be submitted for review and approval. 3. Sewer manholes must be accessible in all weather conditions. Manhole No. 3 should be located in the paved drive. 4. Entrance drive at Tilley Drive shall have a depressed concrete curb across it. 5. The sedimentation tank should have a baffal to intercept flouting material and oil. This is a heavy piece of equipment that if required to drive over curbs will damage them. This tank should be within the paved parking lot. 6. Curbs at entrance shall not cross the bike path but stop before and after it. 1¢ lela Parties entitled to participate are the Municipality, the Municipal Planning Commission, the Re- gional Planning Commission, adjoining property owners, other interested persons granted party status pursuant to 30 V.S.A. § 6085(c). Non-party participants may also be allowed under 10 V.S.A. § 6085(c)(5). Dated in Essex Junction, Vermont, this 27 day of August, 2007. By Stephanie H. Monaghan Natural Resources Board District 4 Coordinator 111 West Street Essex Junction, VT 05452 T/ 802-879-5662 E/ stephanie.monag han@state. vt.us CITY OF BURLINGTON TRAFFIC REGULATIONS The following traffic regulations are hereby enacted by the Public Works Commission as amendments to Appendix C, Motor Vehicles, and the City of Burlington's Code of Ordinances: Sec. 7A. Handicap spaces desig- nated. No person shall park any vehicle at any time in the following Locations, except automobiles displaying special handicapped license plates issued pursuant to 18 V.S.A. 1325, or any amendment or renumbering thereof: (1) through (142) As Written (143) [Reserved.] In the space in front of 31 Spring Street. (144) through (150) As Written Rose Street. Adopted this 5th day of Septem- ber 2007 by the Board of Public Works Commissioners: Attest Norman Baldwin, P.E. Assistant Director -Technical Services Adopted 8/5/2007 Material in [Brackets] delete. Material underlined add. PUBLIC HEARING SOUTH BURL- INGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, October 2, 2007 at 7:30 P.M. to consider the following: 1. Conditional use application CU- 07-04 of TeLlet Longhaul, LLC to amend a previously approved plan for a 275,000 sq. ft. mixed used building. The amendment consists of installing a 10 foot high tele- communications antenna on the roof, 30 Community Drive. 2. Conditional use application CU- 07-56 of TeUet Longhaul, LLC to amend a previously approved plan for a 30,000 sq. ft. light manu- facturing facility. The amendment consists of installing a 30 inch high telecommunications antenna on the roof, 35 Thompson Street. 3. Preliminary plat application SD- 07-56 & final plat application SD- 07-57 of Pizzagalli Properties, LLC for a planned unit development to consist of a 10,000 sq. ft. medical office building, 185 Tilley Drive. 4. Final plat application SD-07-55 of R.L. Vallee, Inc. for a planned unit development to: 1) raze an existing 2313 sq. ft. service station and convenience store, 2) construct a 2313 sq. ft. build- ing consisting of 1079 sq. ft. of convenience store use and 1234 sq. ft. of short-order restaurant use, and 3) reducing the number of fueling positions from eight (8) to six (6), 811 Williston Road. 5. Preliminary plat application SD-07-59 & final plat application SD-07-60 of Leduc Farm, Inc. to: 1) subdivide five (5) lots, and 2) adjust property lines of three (3) lots, Cheesefactory Road & Cheesefactory Lane. 6. Preliminary plat application SD-07-61 & final plat applica- tion SD-07-62 of Technology Park Partners to subdivide a 65.62 acre parcel into two (2) parcels of 5.0 acres and 60.62 acres, 30 Comm- unity Drive. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. STATE OF VERMONT CHITTENDEN SUPERIOR COURT CHITTENDEN COUNTY, SS. JPMorgan Chase Bank, National Association, as Trustee, \Plai ntiff i ngto n, VI U54us, an Answer to plaintiff's Complaint in the above entitled action within forty-one (41) days after the date of the first publication of this Summons, which is 9/12/07. If you fail to do so, judgment by default will be taken against you for the relief demanded in the Complaint. Your Answer must also be filed with the Court. Unless otherwise provided in Rule 13(a). Your Answer must state as a Counterclaim any related claim which you may have against the plaintiff, or you will thereafter be barred from making such claim in any other action. YOUR ANSWER MUST STATE SUCH A COUNTERCLAIM WHETHER OR NOT THE RELIEF DEMANDED IN THE COMPLAINT IS FOR DAM- AGE COVERED BY A LIABILITY INSURANCE POLICY UNDER WHICH THE INSURER HAS THE RIGHT OR OBLIGATION TO CONDUCT THE DEFENSE. If you believe that the plaintiff is not entitled to all or part of the claim set forth in the Complaint, or if you believe that you have a Counterclaim against the plaintiff, you may wish to consult an attorney. If you feel that you cannot afford to pay an attorney's fee, you may ask the clerk of the Court for information about places where you may seek legal assistance. Plaintiff's action is a Complaint in Foreclosure which alleges that you have breached the terms of a Promissory Note and Mortgage Deed dated November 7, 2005. Plaintiff's action may effect your interest in the property described in the Land Records of the City pf Burlington at Volume 941, Page 220. The Complaint also seeks relief on the Promissory Note executed by you. A copy of the Complaint is on file and may be obtained at the Office of the Clerk of the Superior Court for the County of Chittenden, State of Vermont. It appearing from Affidavit duly filed in the above entitled action that service cannot be made with due diligence by any of the meth- ods prescribed in V.R.C.P. 4(d) through (f) inclusive, it is hereby ORDERED that service of the above process shall be made upon defen- dant, Robert Johnson, by publica- tion pursuant to V.R.C.P. 4(g). This Order shall be published once a week for three consecutive weeks on 9/12/07, 9/19/07 and 9/26/07 in the Seven Days Newspaper. A copy of this Order shall be mailed to defendants at their address if their address is known. Dated at Burlington, Vermont this 27th day of August, 2007. Hon. Matthew I. Katz Presiding Judge C14r7TENDEN COUNTY, SS. l,_ °Snk National Association, As Trustee JPMORGAN INVESTMENT BANK (JPMMAC) SECURITIZATION, Plaintiff V. Boudee Luangrath, Mortgage Electronic Registration Systems, Inc. as nominee for Fieldstone Mort- gage Company, And Occupants residing at 36 St. Louis Street, Burlington, Vermont, Defendants SUMMONS & ORDER FOR PUBLICA- TION TO THE ABOVE NAMED DEFENDANT: Boudee Luangrath You are hereby summoned and required to serve upon Corey J. Fortin, Plaintiff's attorney, whose address is 30 Kimball Avenue, Suite 306, South Burlington, VT 05403, an Answer to plaintiff's Complaint in the above entitled action within forty-one (41) days after the date of the first publication of this Summons, which is 9/12/07. If you fail to do so, judgment by default will be taken against you for the relief demanded in the Complaint. Your Answer must also be filed with the Court. Unless otherwise provided in Rule 13(a). Your Answer must state as a Counterclaim any related claim which you may have against the plaintiff, or you will thereafter be barred from making such claim in any other action. YOUR ANSWER MUST STATE SUCH A COUNTERCLAIM WHETHER OR NOT THE RELIEF DEMANDED IN THE COMPLAINT IS FOR DAM- AGE COVERED BY A LIABILITY INSURANCE POLICY UNDER WHICH THE INSURER HAS THE RIGHT OR OBLIGATION TO CONDUCT THE DEFENSE. If you believe that the plaintiff is not entitled to all or part of the claim set forth in the Complaint, or if you believe that you have a Counterclaim against the plaintiff, you may wish to consult an attorney. If you feel that you cannot afford to pay an attorneys fee, you may ask the clerk of the Court for information about places where you may seek Legal assistance. interest in the property de in the Land Records of the of Burlington at Volume 9( Page.434. The Complaint a seeks relief on the Promis: Note executed by you. A c the Complaint is on file ar be obtained at the Office i Clerk of the Superior Court County of Chittenden, Sta+ Vermont. . It appearing from Affidavi filed in the above entitled that service cannot be ma due diligence by any of th ods prescribed in V.R.C.P. through (f) inclusive, it is ORDERED that service of t above process shall be ma defendant, Boudee Luangi publication pursuant to V. 4(g), This Order shall be l once a week for three cor weeks on 9/12/07, 9/19/ 9/26/07 in the Seven Dal paper. A copy of this Ord be mailed to defendants a address if their address is Dated at Burlington, Vern 27th day of August, 200' Hon. Matthew I. Katz Presiding Judge Chittenden Superior Cour STATE OF VERMONT CHITTENDEN COUNTY, S'. IN RE: R.C. Vermont Fami Chittenden County Docket No. 335-8-07 CnJ NOTICE OF HEARING TO: Christina Cota, Moth You are hereby notified t merits hearing to consid, fitness to act as parent t will be held on October at 8:30 a.m. at the Fam of Vermont, Chittenden ( 32 Cherry Street, Burling mont. You are notified t( in connection with this Hon. James R. Crucitti Family Court Judge Town of Middlebury Request for Qualificati Cross Street Bridge Pro The Town of Middlebury qualification statements consultants in the areas development planning, and transportation plan related to the financial phase for the Cross Stre Construction Project. Th RFQ is available online, middlebury.govoffice. co cations are due at the P Town Offices no later th This week's puzzle answers. Puzzles on page 55a. onu"Hunmone R A F T K I E L L A M U S A D A M M S L Robert Johnson, n ®©ufflu ©fuu pmw""Mm CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 September 11, 2007 Bob Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public hearing is being held regarding the proposed development. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." Please call our office at 846-4106 if you have any questions. Sincerely, Betsy Mc onough Planning & Zoning Assistant Encl. PIZZAGALLI PROPERTIES, LLC MOUNTAIN VIEW OFFICE PARK LOT I SITE DEVELOPMENT DONALD L. HAMLIN CONSULTING ENGINEERS, INC. 136 Pearl Street, Essex Junction Vermont 05452 ,LLLEEIII.., ,, ••••.AL wait••, LEGEND O TEL.CNUI[ POI.0 •� GTE VKVF �ro uiHt � fg11TPlWi WIl XFe fEsiEn tEtNY�T '� dCu Wir ML1I.EAL W V.TLVE ]hR�e w N�TLRI.: G] I.LTR cOMFEPw'i TREE � LMJI © f.Fr�O.LTD TREE Y ME NE M ED'.E er w000! 4" FUG rolt —�- [DGC CK «ETiHIDe Ct'YNRE _— -___ CWLOVR uNE NAO'[rtTT lK . rvrunEvr NEW IiK TgMe �W� «ATEI! IJNE A LI.RVCT OTIETE« -�f— bWRA1EY fEM[R lM 9 � LATER IVYlUEE IAAEW.0 M«F10.[ �G— �f� LTORft feNElt 4NE INT.RAL W IIWt .P O TFl i]wiE. ENEil1E Earcnrx rw.uEt �T� -c- UNDOL' O 1E12A101f i.woExcWwLNo arcTi«:x e CE.Nm eTW —CTV—. LMOEAGR01«p CADLE TELlVI]IW SHEET INDEX S—I SITE PLAN 5-2 EROSION PREVENTION E SEDIMENT CONTROL PLAN L—I LIGHTING PLAN DT—I SITE ! EROSION CONTROL DETAILS DT-2 WATER, SEWER, t DRAINAGE DETAILS DT-3 TYPICAL DETAILS SP-1 TECHNICAL SPECIFICATION5 SP-2 TECHNICAL SPECIFICATIONS SP-3 TECHNICAL SPECIFICATIONS RECEIVED City of So. Budington MAY 2007 / mvp It 111 ' ( mE coNrrACTOR 3nAu Nona rowsve AT I./� I • 1 \ \ U � P�AGALLI P1lOPOdTICf, LIL I �GE63M-]293 fR10R TO ANY EXCAVATION OFTICd PAINC I I AT IACA ITNtt Of UNC2RGROIMID UTEIIITIEy,DIAT I I 1 \ \ Cn LOT ; 31 i. �.wr Ln 1 I - I I 1 1 I - J 1 I aws AAANe¢ o•�ET.uL1ATgN 1 r IICT1+4p YyAo .nw f w'.b OUT.M.T /NM con , I /►=A6ALU OW—RTIM, Utz %Wfi sr IMILIll ` AS IF I �,�, wsrAIF yam/ Ow 1 ! I I roAasYVr it I . 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OUT.Ttl 01 Np aK] RIrMSnM w NJ. N-W.T V NV. rLSQ.T w' NV. 0,T4•i.ti Ma awe Rtj,-srT.n w Nv. alr.fp.K Mey Qt•� Rm.eeo.ro w' Nv. N�SwI! w' Nv. art.rw.ie Nd a>,r Itn-.io.ro w' Nv. ouraa.�o •r�.3x.io SEWER INFORMATION N61 9,.1 a f NY. r+•3aTO Y DROr Md M!.] r RN. N-l6o.Ta r NV, aT..160/O PROJECT STATISTICS �� miA� u-In•Im LOT wIZE •.a aoA lWLONG CaVCRIGe 01f •.T AOA rN•CIMG i DRIYC GW[RAGC 0.i6 KZ 91DEYVLR coYERACE o.a IA TOTK WT W,[FAGC O.'G ".A ]O.O rwoNT YARD au o.3i roo.o TOTAL rRCNT TARO Tavewae o.oi •.R 30.0 T/JNIMG DI.TmcT', nocED Na»TRIAI.ORa-R1GIAl rworoeen PARKINe xnco bo NOTrA. I. TCrVWMK OM lOf I w wA•eo ON TOIAG•.wK NAM» rafQO'Im N MAY ZwT1 m OC1lYD 4 NAMLN COItlIA.TNG MGnmY, W. 3. TW2Y OINK VTTlTY IOTATi7b NY1N ON i4Yr RIM�]ARL rA•m ON A Fl.lil CITTTtm RMOm OWUOi, nlb� r OPMLD �IWiM CabULTMG KWCDe, NL .. 6NATIa6 ARL rAtm OM WG! OAMt TAImI FwJM A ronewrc AT M ICIR1iiQT CAIUQ OI M NM 014M0 TEA10lIC rINYMTT LOUTID Aar]•w NTOIrTATi 11 Aat M rxur r1101'BIfY. •CIwtAMK 6LVAT,QI Nre OsiAI![D Fwa1 fRm rAeua, ri, •ueUICTa\ YRtNT. 4. ALL W.TLe LN[ A!D REATLD NORK Tb •C FetlOIC� N AU.OItPNC[ WMN M zo o zo 4o so RECEIVE..,.. City of So. Burlii 1��cjl' unrt PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 � ma MOUNTAIN VIEW OFFICE PARK LOT 1 SITE DEVELOPMENT owumc m� � V �'': �; SITE PLAN lbnald L H¢mlin Consuttin 9 � ,•.'� swsa ta, nO`P�+�.•' ,Ff I.I�INi� 6'nyineers, Inc. 1J6 /.¢rf SYTYet lsys JiMct(o.,. em E`_•I awxwT C TMC CANTRAC.TOR 111All. 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Yt YI i 1 • �}3 si sy E i E 4- >$ a 3 ]II s�j .� lit g� g i- ��4 � f t � In.. � aasi' s � �,� If, I] � ; i ' $ 3 a i3�' � ;a i 3 E 3 a i laIR!lt 15,1: r 3. Y ' Y Y-"e �fi 52 E rI3 t2 s`o ;� !e Eaij! f if!� ii .j b 3f� r •e r a 1 lip f g`' i i i psi asi=s3 €�i a'�� �,- i 3jIk'E3i a i3 - _ J;j ray ashl t01 1``�`));"s i 3 F i 1311 4 g ' Y a< E �i_ E a�ER - S E a ! ! 3 s 3 F $ j 14 ii Ii! iY !L f a ikj I—po ! gggE jp 3 y¢3y 4a yg iilll." I PLANT SCHEDULE — — OTY KEY SCIENTIFIC NAME COMMON NAME SIZE COND -SPACING TREES - - - - _ _- 2 AR .Ace b ftdSvnser - RED SUNSET MAPLE -_... _._ _... _ 4 BP Be,.,.; -(era PAPER BIRCH 2 1!2 3 Cal. 888 Plaint- h P'PY � _ . 9 10 Hgt. 688 Plat _ h_cw_n_ 12 UJ '. Ulm 'ca a I _ .. _. CONSERVATION { 2 UA �Uknus 'aria Mosod ACCOLADE ELM lap 2 1 2 - J" Cel. 088 PW , 5 sham cars Pr e,on' PRINCETON ELM 2 12 3" Cal. B88 Plan,, ham - EVERGREEN TREE S _ 10 PG ;Fite gWuca----_..._.-WHITE SPRUCE --6 t0'Hgl-- Bfl8 -Plant as shown -' 14 TO Touts ocddentahs Techny TECHNY ARBORVITAE 4 - 5- 1191. B&B Pant as shown SHRUBS - i 7 CA Clem a sl fdia'Mummngbird - - - COMPACT SUMMERSWEET -_ - � 3 Get. CONT. P-1 as stww., 25 MP !Hydrangea paniruWta'Compacta' COMPACT P.G. HYDRANGEA 5 Gal. CONT. Plant as shown r r - 4 IG Ilex labra'Nordic NORDICINKBERRY 5G." CONT. Planlas stwwn - ---__q �� ... _..__._.___ -_ _-- __. _. _.- _ _. COntInVOUS / 15 VA Vacciraum a tedium LOWBUSH BLUEBERRY 2 Gal. CONT. -Pahl as strnm PWreinq Pm in .LIMIT OF _ _. _. ------ — -. parking K:-d% DISTURBANCE 6 UJ artd SEEDING 2Y2"-3-Cal. _ N ------ - PLANTING NOTES I. All plant material i, the plant schedule shall be —ery grown in loan- -h, ANSI in accordance with Z.60.1 Standards for measuremen, of nursery stock. pl. i 2. Afar frfrom date of tempo PfOviziptal Acceptantt of canpleled Installation by the Owner. 3. Replacement plamings will be required prior to Final Acceptance . for any p anle which are missing not Inns 10 sped6ralions. have died .____-......_ 1 . _..........-.__ -. Of are Unheahhy W Urtchifac(BOstic Of Vie aQedes (OUe [O ¢%ceaSiVe ,I '---- pruning. di t,-k or olfner reasons). / 4. All plant materials shall be selected am tagged at the nursery by J LarM,.fap¢ AnYvtect. 5. The landscape ArchilecCs approval W reglrire0 For any pant material subeiih+4ons. 3 PG , continuous _ ___. (14) TO / 6. All :Nubs and trees will be sprayed wim the ana-desicad 8_1 p Hgt Pladirg P t _.---_ - - - .. .. / win -Prue (or appmved aquaq prior to die first calmer. 4'-5' parking iWaMs - 7. The Landscape Cantrador shalt have the General COntrada bcale NI underg—W Will- m areas to be Wrdec ipad prior W commencing any e-vallon Adjuslm9r4s l0 this, Walions wNl be _ !_'_�_ _ albwed whero utility oondicls am, dearly a problem anti vain prior s le 3 UJ Planlirg Pith '�j / approval by Landscape Ants td. v parking Isla 7 IG 6. All pfant bed shrub aM tree Mratrat shaa be staked In fix field by 2 Y - 3• Cell. 2 IG ContradV br Land-pe AvcNtacts approval wid, fo instaiwon 1 UJ 2 UJ _ s. Ad(uslm¢ms to plain beds sYan be app—d by Landscape '.�.�' 44 IG 4 IG / Anoteact I. 2 Y' - 3' Cal. 2 Y' - 3" Cal. / 10. General Comrador is responsible for an erosion ,ontrd measures 11 All disturoea areas are to be bpsaled and seedm. CONSERVATION 12. roved shall runs st nl doubles sponsi hxdwood minks a approved equal and Conbador Is responslbe for proWakg samples of mulch to Landscape Architect. MWdt plantmatena:s as shown on / plan and d¢tils. 13 N Is the Intent of this contract to avdd any dslubant ,o -sting Ides or shrubs a+ sots, other man nose speci6ca6y designated for transplant or removal 14 LpuWaled damages for trees damaged by oorstrt - operation . 4 Ica` 4 IG _ - ( Y shall be S500 per W per inch SMAs shallbe E 100 each. / 15. Contractor is responsible fo(all damage due to Ns operations PROPOSED BUILDING_ i V,-� '. inside and outside 11, -.act limo line. - -- -' -- "' 10 125 SIF 1 16- Cwoaptor is responsible for checking spot elevations and i7) PG F.F. ELEV. = 350.00 1 \'� - verifying proposed grades by provWing grade stakes. Grades must be approved by Landscape AKhaed 8'10' Hyt. 1 proceeding. .:� 5 CA 2 CA 1 BOND .. \... 17. Contractor shad blend new =k smoothly wim e=iseng grades at / minbract limt lire arA,of limit Of construdion line. (5) HP (6) HP \ �'�. - 18. La Cont-"'to verify that subgmdes are 4 inches below finished (I) U}1 UA �'` �' grade prio tred o spang top adl r seeded areas 2 Y2 - 3' Cal.' 2 -- 3 Cal. - � / ides mew s on, and will the end of wamerMy period. existing 4 to _ rte .signs d stress are b La watered until .1 r�, �• back a healthy slate as deterltte mined by ndscape Artlul- tecW L -. t. / 20. Contractor is responsible for verifying and oonfinnkp all plats 8'-10' Hyt _ � 1 1 counts as supplied by the landscape Ardnitect cats field oartdroons .SEEDED ! es co b-ted. Ir Any disuepanries span be reposed b LarWsrape I SEEDED \� LIMIT OF / Architect for approval and dlrcc:bon. 4 IG DISTURSANCE' �� 4 IG 111 and SEEDING •. TAR -. ., ...� 3"Cal: SIGN { 15j VA - 1 AR 2 Y{ - 3" Cal.. � ��� !L. —T MILES WESTON TILLEY DRIVE 0 _ _.. 20' 40' 6p MOUNTAIN VIEW OFFICE PARK Lot 1 Site Development South Burlington, VT tME I REVISION f DATE Ch Tree Arbvist ccmarenG SA 200? Desi l Del'. 0 ^.2007 SCALE 1"-20' Landscape Plan LA TREE TO BE SET PLUMB CROWN TO BE PRUNED AS DIRECTED - DO NOT CUT LEADER TRUNK PROTECTION -GUYING MATERIAL LTRUNK y TRANSITION - ORGANIC MULCH 2' MIN. DEPTH 114' TO TOP - OF ROOT BALL — TEMPORARY LANDSCAPE SOIL SAUCER -- LANDSCAPE SOIL -TO BE CONTINUOUS IN ALL PARKING LOT ISLANDS Q MIN. DEPTH OF 2' FINISH GRADES - ROLL BURLAP BACK FROM TOP r-0- wn ' 113 OF ROOTBALL ANDIOR _ oR connnuous in al �, ., .r+ CUT METAL BASKET BACK 2A3 PN+anc Lonsuaos OF ROOTBALL BEFOR BACKFILLING: �� A UNTIE ROPE FROM TRUNK 6"I- 'DUCKBILL' TREE SUPPORT OR EQUAL - - .-.- 6' COMPACTED LANDSCAPE SOIL _ EXISTING SUBGRADE NOTEA. REMOVE ALL NON -BIODEGRADABLE MATERIAL FROM PLANT PIT DECIDUOUS TREE PLANTING DETAIL L 2 NTS 1 `4 PERENNIAL PLANTING DETAIL L .2 NTS - APPROX. 45' - N 2' THICK - + BARK MULCH �r 3' SAUCER RIM \ 114' TO TOP OF � 1\ \ ROOT BALL TREE TO BE SET PLUMB REINFORCED RUBBER HOSE -- GUYING WIRE 3PER TREE W1 TURNBUCKLE DOUBLE #10 GA. WIRE (TWISTED) FINISH 1- - - '+-`yam l- ROLL BURLAP BACK FROM GRADE TOP 113 OF ROOTBALL BEFORE BACKFILLING: IN t"^•••>, ,�� UNTIE ROPE FROM TRUNK BACKFILL - WITH TOPSOIL 'DUCKBILL'TREE SUPPORT OR EQUAL 2 EVERGREEN TREE PLANTING DETAIL L % / NTS GROUND COVER PLANTING DETAIL L-2 NTS NOTE. SHRUB BEDS TO BE PREPARED WITH 12' OF TOPSOIL SHRUB PLANTING DETAIL NTS SEEDED LAWN V FINISH GRADE -- - -- -- SCREENED LOAM 4' COMPACTED SUBGRADE SEED LAWN DETAIL L-2 NTS PRUNE TO REMOVE DEAD AND DAMAGED STEMS. MAINTAIN NATURAL SHAPE OF PLANT. DO NOT SHEAR PLANT. SHRUB -SET PLUMB 8 TRUE TO GRADE 2' ORGANIC MULCH LANDSCAPE SOIL SAUCER LANDSCAPE SOIL ROOL BURLAP BACK FROM TOP 112 OF ROOTBALL ANDIOR CUT METAL BASKET BACK 213 OF ROOTBALL BEFORE BACKFILUNG. UNTIE ROPE FROM TRUNK 6- COMPACTED PLANTING SOIL EXISTING SUBGRADE I MILES WESTON 1 MOUNTAIN VIEW OFFICE PARK Lot I Site Development South Burlington, VT ISSUE REVISION 1 DATE Cry Tree NbnBlmw.fth 8032007 Desi , Dec ! 6.06.2007 SCACE--ASAtl1fD-"---.._ Landscape Details L.2 , I me CONTRACTOR SHALL NOTIPY •DIGSAPE• AT I-0B8-3M-1233 PRIOR TO ANY [%CAVATION WARNING: fATALLY LO%IC GA55[5 MAY B[ PRfSCM / p�µLl PROPp1 des �I.0 Hmi �L� 6� II � AT LOCATION5 WHICH MAY BEIN TH[ IMMEDIATE IN VNO[RGROUND PIPING 5YSTFM5 — — _ '' U. , OI�E.74 A�PARK I VICINITY Of UNDERGR _ VTIIJTIES. AND WA5TC 51 TCM STRVI�URLS. ' I ; 1 a -�t I , TO Lor E ieow �' loa FDR XiDN1TATC,OPF- DRAINAGE INFORMATION SERER INFORMATION / NEW "n Y4 I /l ' 1 I , I I I MEN sw // / , / r 1 �S•SIT aAls I I t I I a�i-aVON ie w Div: OW -Saar r vp W. 04-3,M"O i• eV. M•tli.p NDI Oe■I ■�! .NUJ(/ mv Ow-".14 r W. OVT_A0 I'- I MC11 L■.■ iNidl .dltOtTAT10N o¢ DCTNL 1 I M: K1111dbIt N NJ. OVT.l�.1i otPUZAGALLI ' .. W0 Os14 nWYCR1,es, LLG'.. Ir MV. OUT�e410 yl I 1 / /. w.N / wr I w \ // / i _ .T•,' /�. ,/ / l I •i�0bxr�114 Ns/i:oao vmom ,. RF/ T�/ I i °fIpJ6/ice/ < NwaWn- or ,�.o.aoo rt er. ae•eTne �slnE� I Iy�/ / F 1 / Nam 1•faAl.ALll PROPO / / , / / HIM r a 2-040 ITAPT. / / 1♦T.•O •� - -S-ill --- - r-__}... K/F I'' / // / I •er I cm*/_ \ �- tr E PROJECT STATISTICS Ae"A(!GL TOTAa._ A1161FD y E♦1s ., 1 I LLTT aae ♦pl pap fir• ''0 \ DVILV*4 COMMA" OJ! 5.7 ♦OA I I I I I so l / 1 , ►AWIN / DMVC COYO.« VGC 062 1 mm •.oaocs rf II 1 IU04p I Hip�* 1 / I I \ I TOTAL wt cOVc.AGC o.a a.� »a I can 1 I Hm 044 ru rrre I \ wrFALL ►AD l 1 I FRONT YARD sIZC o3A pop \ I r I r ! . yew.Ae I LLIISLrx TOTAL FRONT TARD COMAGC om e.1 W.0 • 1 / ( l 1 / Nel eaLARO 1 IJ04T' rn I I I TOIIIfIG DFJTRK?. ND2D MDUSTRIAL 1 07MHlRCIAL \ \ I / 6046 I�,I \ PROPOSED PARKING SPACM w - _ • -._ri_ _�P 1., I oaKnETe 001B�ALK �AlUKio F"r.�►i 1 \1 • , \\ .lv. L 34A0 O AOn a" k4m \\ \ � I. 00pOwp NM MLot 1 ellRASWMON yvrc;pGIM MC. WRKY. Pe rowev IN HAT LMf w L.fLA� •41.1e • , t \ \\ / \ _ I L TILLlf ORIK VILTT LOCATY.L U9 O/ TN{ FLAN IRE SAIND ON A PLAN QfTRLED •T611Y M �plylgo� ROALFNY RAM YlM' .TREY p, DATl9 OV]VOI AND lA1T / I I / // / \ RM•ED OMA.0k Fl1trMm 1 OONKDCRdJLTMIG eGME1tO, ME. PROPO5ED ( _ _ /y \\\ I AM ■AAm ~ OATH/ TI FIIRL A S00t~ AT TIE "ORT Ie" pj} \BUILDING \ , , - -_ ` L BC ATplO oM O E �OPRTT LauTm ACRB•s .[TOL.,ATC M mS1e[ Or THE we"IINQ S T. 1 10 125 5F \ F.F. ELEV. \ 350.00 ■�\ - _ \ ' ' -\\ \ PRV, TIM 1 PILOFOH'Y. mRNO TARK LLB/ATLON Iw OiTA•el rRa+ FRm "°See', ►l., SALNKTON• VIIIII /. ALL NAIL[ L" AND R6ATm HER" m LIE FaVOIOIID S ACGORWNQ LvnN 1ilE / so I j / I I \ Icamew / I I 1 I 1 OONOIETE •OO.ALX Nei SALOnIc Llwr FPm+RE, , \ 1 ; l � � I I I I • A I, I / �w � v�; v\ \ v,�� � ,I ravD Rwm I 20 O 20 40 60 RECEIVED �Q""_, r-y --------------- City of So. Burlington Ne+r La■ae+rw. i-opwo -' P \`�TLriLT1°'iee - ---------------�-- - Fr�rT. cv eoa rP• - - _ Tm, LRzsenVE _ - - - - _ �>• — - _- - - - - - - ---------- - _ _ .- -- - - - �+ S'e �'� p BY s« l-R +`. ' :•. Norill _ ---J-_ - _ .aSam iNW rrTAFT �• /� _ �.zAr ptr( P� GALLI PROPERTIES, LLC • — — — K - — _ r+Bax LNDVlTRfAl 1 I • �I ♦ -- - •. P.O. 80X 2009 ■ Id1 OMs ■-�-_. '° - •E71lDTPlAU- ♦ OPLI ePAca — •�_ -- - - - -- �•�''� SOUTH BURLINGTON, VERMONT 05403 TAr ^mV � • o AI ` • � «JII:T • — y ■ ■ — _ _ _ — �"Ct — MOUNTAIN VIEW OFFICE PARK Am, TO OOaT•IG NATp[ eSBna � — — — � LOT 1 SITE DEVELOPMENT ..E DPJM � + , �� t �r TO III!,Cumv ' SITE PLAN MEI DABT.4 D.I. nFE A rii� Iles TM•ATT saTE Aw -�_ 1 Vµvt ' • , I 1 TILLEY DRIVE + �— + • •'� + /ref _ l--C= ; .Sr1, OF V ••� : AJ i P'�!; s"q w■./esa s'` r.za Lbna4a L Bamt:n ■ /, - $ Na 7=1 _ « Cul nsting♦ fk P1.I60 TDI1 - TlM� R - i, �I ,,,, .MIl50L sneers, lf1C. pS,y ELN.. 01'L63 (UA.GA. MTUM ^ �L AAII,I11IINA� A'K 196 f►afT SYnn.! _ - omoT at�z .TyfT�ttoft v .It S-1 PIZZAGALLI PROPERTIES, LLC MOUNTAIN VIEW OFFICE PARK LOT I SITE DEVELOPMENT DONALD L. HAMLIN CONSULTING ENGINEERS, INC. 136 Pearl Street, Essex Junction Vermont 05452 ��OryAL F,�,•• EEnnua•� LEGEND ��,T�A O Pa-mA RZ[ 6 rE,-TSNE Poll a trwer A Mt�P.WT F+ -TE VPL�F ¢ FrArtwxm w,-F O murnort[ noF[ xw 6EMR clf.M�Olr 1k ewww m A,.TI.Ak w vnrvF 4At osms �' FNTNu� w n[rFA "V COMFER'M CAFE v {✓II wti0.vn TREE a Mil m0it M Ea.[ w `.rwos +" Fuc ralE O To+cene rownewr m ilMll IMP[ PoUND s s�mvcT !T/.T— . sFr�FA rv,.olE o auMCF Mr�a.e m TFlftrt>rE —1 O 4LCMC.LL IVNAE e CUm �Toi' [AOP[ATT u¢ —w— MATEA 4NE s— —ITAAT o— sroAn mo+en �mE —m— rMTwu w in+c —T— WwA�.AdMO TF�HOAE E— WOEA(IGUND SKTrtiG1L -----cry - N1oEAGPO'Alo Gd.F T[LEVISION SHEET INDEX S-1 SITE PLAN 5-2 EROSION PREVENTION 4 SEDIMENT CONTROL PLAN L—I LIGHTING PLAN DT—I SITE 4 EROSION CONTROL DETAILS DT-2 WATER, SEWER, 4 DRAINAGE DETAILS DT-3 TYPICAL DETAILS SP-1 TECHNICAL SPECIFICATIONS SP-2 TECHNICAL SPECIFICATIONS SP-3 TECHNICAL SPECIFICATIONS RECEIVED City Of SO. Burlington MAY 2007 i TH[ CONTRACTOR SHALL NOTIrY'p ,r AT WPAN ..: - 1 1-344-7233 rR10R TO ANY M% VATION MTALLY TOXIC GA55[S MAY D[ rR£SfM1i I I I DWAI{. Tir•I • 1 I I I AT LOCA JNS"CH MAYBE IN THE IMM[DIAT[ IN UNO[RGROUIID PIING SYSTEMS I I I I N7RiN d-rtrei I I 1 \ '\ u I .I I VICINHY Of UNOERGROIIND UIIUHES. AND WAST[ SY9T[M 9TRIICTURYS. ._�t — eaw'4 Om ALA01- NOTES, rwa N ACoaewN Ie A .E T Yp1ATlI R IER1IWG O MUO , CI.VATKW NMLL pDhJDm OF MICN I'W!Q M Mkt nAcr wtul zxalolr wTJIGw mNrlea MUetn ^-E wrN einvroic -�ww �Ta,A. cA�lq[ rH 1" TV m�imrmcT_ NT~ TJI.• T IwlDeaalc ran salt aoeloN Aro amrolr caNTT4')L w / I I I : { - :- - I I I I Nrsnrmeace NnN M u•e w sAr• DT M r1.ax. I I I I I Ll /� / NO eI1.7r DRACK+e ae MOM Of nnx* AKIA w DaTLMpuirl ArMi+lr DIe r�nE lliul eE s Au paiei,�m I' ALI6®'ro Daeower< pRf.CTLT TO A ST—, YITIMID, M rwT+wtAL pwNAGT cQaRx AeKA1 ewu sT ran ED Mm r1Y}O TLT erAdL®M Kql M RT -f, OOO y / \ i ! : I v - - A er11 + ra caul x peoW.aCD .rro Qr1en A TCwaRART _c wlM.s. starve wALl ec T.A<lcm wTN w�eTIaICTwI mnmerr eua TNAr \ I \ I I ( .: r I I 1 srDRa3rtArlw eUeN a Nro A DasaATeerNc peouw-.E AxrA rnaaAmm er eoeAal M Twos ouTc cnoovro reRroolaA.x ro M r.wc pwaw�. TewneAxr .. .. I I I I coRTleDI race, Ae ARI•M.D err M o .Aaeu. rtAeuaArrN eaXDl Ae rwx.o+ aw nArnr., eNAta ec VrtaeD NIeDH rINAL ...... 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KT ew M�w�w'.:..r` w«r °F'a� a 11+.�,"`a, twi .w TYPICAL PAVEMENT MATCHING TAI °p0f rDaaaauAR A 9E L>e srAgLs PFII xi W. rtnl SLOPE TRACKING DETAIL c e srAnn rq xi Penn sNwc «.aw NaMr N N,am n Fw IAax�tA «IM .Mflwd NarM Amwlw, _ vAac rAAo Mfs , m.aaaX .aaeoi m. l'r'Ei`iow amvd mi. .wwa'Nr N ° '..�"ow' #'� wL. n. �7 L— Li rNPOOra a aAan sl.vE ,_,_, `7 s ,_, Kumar 10 — — AMEEN Ra- ,Ps GREEEN °A°, TEMb roc u CHANNEL PROTECTION BLANKET DETAIL §�=- IfA TKTTM IC lstl = AN T�MaII r °WIIQ, S-N —VAR — N —N 2 H— ATIDI i wN oAa ivtA�awslwc'�A, oc:NiY ro ruwR Ii rFm ENrroa ; , of So. Burlingbo CUM PIZZAGALLI PROPERTIES, LLC _ P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05407 PROW )mu MOUNTAIN VIEW OFFICE PARK LOT 1 SITE DEVELOPMENT SITE & EROSION CONTROL DETAILS ��..•IF•J.A,�� Donald L Hamlin Consulting °''Bngineen, rD lne. II SIIS]SSE AN( mm Kr19rArax. AY AWK river � - r uw INK fwAOC . t: , , azcr ucAv rm a+ora uASAr orr axerv�ruo Ma mo aar, Dave * •i . r . s• E=,w,om� +sn+or ro.x . . . -. 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BEARING ARFA aarr SANITARY SEWER MANHOLE DETAIL Glal wrM A.�y.��E�Q.vD� R _ T'rtf r q N1«MFlt.� EAJK A•fl OMOE awQR InU IetO xoTE: Au ✓Hari ro K ra�owar wrAc+m w r umroAmnTra .fS O M YAFxnw altY COtf11' U!q M NA,ONb wacAn T. uEMo � K W = Am %A—T CAtwatATN « ARWVED [arr. (woo re maKre} efiOwwao m a u1M v 0.filrolm ex TYPICAL CATCH BASIN DETAIL 110 k99.S�9�2g. S'a .. I Ut1� = IIAN KIE rrv� i arac cm "OaOt +r nr[ i sroc nu ccc po,a QwEZTIE fAwt TYPICAL STONE PAD DETAIL ens r wrt rw ucatWacK ,wT ,aaa - —T ooxarrz Masr anp �D ixsrwuA'a`nxlT -T.:: M m TYPICAL CLEAN OUT DETAIL TYPLGAL HYDRANT-,SzA-TE_ YAL1/E_..DE-TA1L x,= xme Au war✓ ro K wanaxxr CONAtrzll w air i i Au.°O1orw°ttoarr awAfY V!K M STAHpM Ao�m.or"aR�',o AKan wfAa iAr'[ mrc<naln 1«K worm AW wxnrwtr. rux YxW sKa r raraoz - rfnlu urr, ffm. • uuo �....: Y+SIN xr •� ,.• fwc TYPICAL GRASS CHANNEL tr F, WENT PIZZAGALLI PROPERTIES, LLC P.O. 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II ESL j3€! ii gx! �j�v��1}[ �! � It SEF yj# q Qj}9qF x L yg a}e ggg : t+� ,; T Aga 1"Y`�=6 1 •} -it tit fit 1 3g ea� L14 R m o �F!z !r ti o'm -iOlpA Qm m Ok 4 $ 3 yr YJ n Ca � � 'CV� J3) 3 UJ 2)S- - 3" Cal. (1) UJ 2 Y2- - 3" Cal. (is) VA P (15)HP PLant" Pit in I piuldrg Isal (6) UJ 2 Y2" - 3' Cal. C"'= P0 Pit parking iaWk --'---- PWairgPile priming a (2) UJ 2 Y,- - 3' Cal (r- PLANT SCHEDULE -61Y-WEiV 661EN TIFIC NAME MWONWAi CIA JE SIZE COND -SPACING TREES — — — — — — — — — — — — '-Aft Acerl rublun, Revk-usrlf RED SUNSET�MAPLE 212 3- CA B&B Plant as shorin. t 4 pap y.f., PAPER Blfk(�H 10 B&B 2 .1 12 UJ Ul—,.p-- . IiIiftorlown. Motto- ACCOLADE ELM 3�"Cal B&B Plarilshave 2 UA Ul— arnericara Prmelon PRINCETON ELM 2 11 - 3- " B&B Plant as st~ EVERGREEN TREES PO Pea ua 81iH6l n10 Pant es shown 14 TO Thais cCc4endj9isTeiJhny' TECHNY ARBORVITAE a- 5- 119. B&B P— as strewn U _SHRBS CA Cle— Vnifol-it'hu—n9bIl . COMPACT SUMMERSWEET 3 Gal. CONT. Paint as sh— - �iP ityltia 25 rqeas wmlaw'Conripam' COMPACT P. G HYDRANGEA 5 G.I. - ------- CONT. ----- PanlassMwn a- IG I .. --I*— Plain as strewn - -is LIMIT OF dF 15 VA Vao�irwium 822!ff!��. _NCCONT. L2WBUSH BLUEBERRY 2 Gal CONT, strewn DISTURBANCE and SEEDING JA 3" Cal. 2 Y,' Cal. ------ PLANTING NOTES 1 All pant nnateial in the plant schedule shall be nursely groiIan id acoradance with ANSI I accordance iliip, Z40 I Slarldards fur nue—ennen. of n.—y slob 2 All plarall " be guaisini,nino by the Contractor lo, a Windt of one year from diale, of —thpt of P—ioriI0 AooIPt.— -1 the —pi led—tallatIo,, by The 0— 3 R,;,loarnent planfigs 41 Its re,Iuked prior W Final Acceplano,, fo, any plant, which are rarsting. not true to specifiosbom. hairs dod or are u4heatOw or unchw ensbc of the spaces (due, W —sive pn,,nartll. diebai* - .0- 4 ape riadetrials hall be set —lid and lagged at the, --IV by Lardisi,,ape A�— S The Landscape Arahwf. liplia—A . eqired for any plant —eral subs —bon. 6. All thnal and! trees-0 be sprayed Iiahi The an4l-d—anl (14) TO - / Wnur ( or abipienned wc,ual prior W the fi� Winter 5- Hgt. 7 The La Contractor that haft the G—fal COninaelor I —le all uncillng—al util,tial in a— W be land! .. peid Pro, to corrmtinoarig any excavation. Alflust.—ks IcI Into locations mil be :11—ed where utility oonflit. We cleusty . pro"— and iiAlf, on. site III by L-1,1" . 5 All plant bad. shrub and free Iora4m " be slaked in tle fluid by 2LIG conbaa« lo, Larldis-,,I Architects app-0 I.- W instadatior, 9 Adjustment, w 0-1 bads shall be appoilied by Lanidsol (4) IG Archtiil 10, Ge nal ConftIl s fes�nvbie for all ero�uori ountlog ne-- dunnq=aft-bon , 11. All d-stleoed areas are III, bopsoll and seeded, 12. Mulch shall o,,ndiml of double -shredded hardwood ns," M tipM,ned ecival and Cont— is —P—ble fo, Pro ind" i—Pies otntufato0ind—paAMInfiect Minch pant matedasasshown 0,', plan and details, 11, his Ire intent of dus contras to ""'d an, d—,b— to—sbn, trees or shrubs on Site wher than those speedl designated for ` / tranuiplilint . —* 14. Liquid W damages for I— damaged by �lon oPeralorn (4) IG shaAbeS:Zper caliper noh 15. Corihail« is responsible for all carnage due to his ooeral— PROPQSLED BUILDING inside and outside the ounva,,l lainit I,- 10. '25 SF I \ / 16 Cord,�dr is responsible for deck.V spot elwatiors and F.F. ELEV. -350.00 _nttyg proposal grades by providing grade —k- Grades must (2) CA POND lots approved by Lind-4. Architectp— to proceeding 17. Corbactci, shall lend new work slioofty with exabN grades at oni-A,-t unit I.- Ilindi'o, kind of —d— kne. (5) HP 18. Conbactor to verify tat s,tignid- are 4 inches below finished 11 1A . ti-Ii lyd. prior to spreading top aod to, saadd —. 19 During construction, " cant .iIre end arwan"period, existing Call 2)j 3'Cal. bees " are choirng sign --ad uru�l broW. ��.( ves. .. III be back W a healthy state as !e,,,iined by the Landscape Archae 20, Coninai,to,a, —pon.Ne for vartying and oonfinnniry all 0- -1` 11 supplied by the Landscape Architect will, Red parditipns q\ - / =S." Any di—paroes shat" be repo,"led W Landscape LIKMT OF I ID, and di, e ctoi, DISTURBANCE Jr 4 41G and . SEEDING III IG 7� L I LAR A 2 Y2* 3' CaV MILES WESTON 0 MOUNTAIN VIEW OFFICE PARK Lot I Site Development South Burlington, VT SM I REVWN t DATE CM Tree kbxw milithens 1102007 DmI, Den. 6 X 2007 SCALE V- 20' Landscape Plan 0 20, 40' L I I TREE TO BE SET PLUMB CROWN TO BE PRUNED AS DIRECTED - DO NOT CUT LEADER TRUNK PROTECTION GUYING MATERIAL TRUNK TRANSITION 1/4' TO TOP ORGANIC MULCH 2' MIN. DEPTH OF ROOT BALL — TEMPORARY LANDSCAPE SOIL SAUCER - - LANDSCAPE SOIL -TO BE CONTINUOUS IN ALL PARKING LOT ISLANDS @ MIN. FINISH �, i . DEPTH OF 2' GCE y ROLL BURLAP BACK FROM TOP to wwi 113 OF ROOTBALL ANDIOR OR CONTINI S w uL ` CUT METAL BASKET BACK 2J3 VARI(ING LOT ISLWDS OF ROOTBALL BEFOR BACKFILLING; UNTIE ROPE FROM TRUNK 'DUCKBILL' TREE SUPPORT - OR EQUAL - - - .-- -. W COMPACTED LANDSCAPE SOIL NOTE:1. REMOVE ALL NON -BIODEGRADABLE '- EXISTING SUBGRADE MATERIAL FROM PLANT PIT DECIDUOUS TREE PLANTING DETAIL L.2 NTS APPROX. 45' - - 2' THICK -- BARK MULCH 3' SAUCER RIM 1/4' TO TOP OF ROOT BALL \ a, b d 6 - TREE TO BE SET PLUMB T REINFORCED RUBBER HOSE -- GUYING WIRE 3 PER TREE WI TURNBUCKLE DOUBLE N10 GA. WIRE (TWISTED) ROLL BURLAP BACK FROM GRADE TOP 1/3 OF ROOTBALL 1 -0' BEFORE BACKFILLING; BACKFILL MIN. "`"'` _�f UNTIE ROPE FROM TRUNK WITH TOPSOIL<- - -- 'DUCKBILL' TREE 6'T _ _ SUPPORT OR EQUAL 2 1 EVERGREEN TREE PLANTING DETAIL t % / NTS j 6' NOTE. SHRUB BEDS TO BE PREPARED WITH 12' OF TOPSOIL PRUNE TO REMOVE DEAD AND DAMAGED STEMS. MAINTAIN NATURAL SHAPE OF PLANT. DO NOT SHEAR PLANT. SHRUB -SET PLUMB& TRUE TO GRADE 2' ORGANIC MULCH LANDSCAPE SOIL SAUCER 6' MIN. LANDSCAPE SOIL i ROOL BURLAP BACK FROM TOP 12 OF ROOTBALL ANDO7R CUT METAL BASKET BACK 213 OF ROOTBALL BEFORE BACKFILLWG. UNTIE ROPE FROM TRUNK W COMPACTED PLAITING SOIL EXISTING SUBGRADE NTS DETAIL - 12 ROOT BALL OW - PERENNIAL, TYP. _ GROUND COVER MULCH FIRST YEAR � MULCH FIRST YEAR 1, FINISH FINISH 2' j..__. ,. :.;. ...,. _,: ... ..: �.. .�::;: ;::<> GRADE.. 2. :"<�. �:.�.>�: : .i�' .ti"s .. .....;: GRADE _.. _.... __........ SEEDED LAWN & . -� PLANTING SOIL :yy�(/ i)�y FINISH ! - 1 •�� — - - SCREENED LOAM _ _ TOPSOIL - - - SCREENED LOAM 4' - - - - ._- _- - - ,- -__ = COMPACTED SUBGRADE COMPACTED SUBGRADE .:.- +' COMPACTED SUBGRADE 4 PERENNIAL PLANTING DETAIL GROUND COVER PLANTING DETAIL SEED LAWN DETAIL L.2 NTS L.2 NTS L.2 NTS MILES WESTON r r..,.s � s<. a air . v• vou`r MOUNTAIN VIEW OFFICE PARK Lot I Site Development South Burlington, VT ISSUE I REVISION 1 i BATE Gq Tw kboN maw. e ! 8,03 2W7 Desigi Der. 6.06 2002 SCALE i AS NOTED Landscape Details L.2 N Permit Number SD-- S �1 CITY OF SOUTH BURLINGTON APPLICATION FOR PRELIMINARY SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Telephone # 660-6805 Fax # 660-6868 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 681 Pages 736-737 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Telephone # 660-6805 Fax # 660-6868 4) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Telephone # 660-6805 Fax # 660-6868 Contact email address: Bbouchardna,pizzagalliproperties.com 5) PROJECT STREET ADDRESS: 185 Tilley Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-RR750 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) None b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Single story, 10,000 square foot medical office building with 50 parking spaces. c) Total building square footage on property (proposed buildings and existing buildings to remain) Proposed-10,125 square feet. Existing-0 d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 14' one floor e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Approximate) 2�ployees. Number of company vehicles unknown. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable):N/A h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: None 8) LOT COVERAGE a) Building: Existing___— % Proposed 5.7% b) Overall (building, parking, outside storage, etc) Existing — % Proposed 22.9% c) Front yard (along each street) Existing-__— % Proposed 5.9% 9) COST ESTIMATES a) Building (including interior renovations): $ 1,430,000 b) Landscaping: $21,800 _ c) Other site improvements (please list with cost): Grading, parking, utilities, exterior lighting etc. 320 000 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 100 in 100 out b) A.M. Peak hour for entire property (in and out): 21 in 5 out c) P.M. Peak hour for entire property (In and out):10 in 28 out 11) PEAK HOURS OF OPERATION: 8:OOam-5:OOpm 12) PEAK DAYS OF OPERATION: Monday- Friday 13) ESTIMATED PROJECT COMPLETION DATE: May 2008 14) PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach a separate sheet. Lot # 1 Q 85 Tilled) is abutted to the North, South, East and West by property owned by Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 15) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I 1" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application (see Exhibit A). e e I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATTURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Vcomplete ❑ Incomplete of Planning & Zoning or Designee 3 Permit Number SD- & CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Telephone # 660-6805 Fax # 660-6868 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 681 Pages 736-737 3) APPLICANT (Name, mailing address, phone and fax #) Pizza alli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel # 660-6805 Fax # 660-6868 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, address phone& fax #) Robert Bouchard Pizza all�perties, LLC 50 Joy Drive South Burlington, VT 05403 Telephone # 660-6805 Fax # 660-6868 Contact email address: Bbouchard@l)izzalzalliproperties.com 5) PROJECT STREET ADDRESS 185 Tilley Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-RR750 7) DETAILED PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use) None b) Proposed uses on property (include description and size of each new use and existing uses to remain) Pizza allg i Properties proposes to build a single story 10,000 square foot, medical office building with 50 parking spaces on Lot 1 of the Mountain View Office Park. c) Total building square footage on property (proposed buildings and existing buildings to remain) Proposed-10,125 square feet, existing-0 d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 14' one floor e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) Approximately 25 employproposed. Number of company vehicles unknown. E g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) N/A h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. None 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the subject property? Yes b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? No. Please see site plan enclosed. c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: 1. a site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's Wetlands Map. 2. response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: 4.01/174,675 (acres /sq. ft.) b) Building Coverage: Existing — square feet % Proposed 10,125 square feet 5.7 % c) Overall Coverage (building, parking, outside storage, etc): Existing — square feet % Proposed 40,000 square feet 22.9 % d) Front Yard Coverage(s) (commercial projects only): Existing — square feet % Proposed 3,494 square feet 5.9 % 10) AREA DISTURBED DURING CONSTRUCTION: 87,120 sq. ft. x 2 *Projects disturbing more than on -half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 11) WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking None 12) COST ESTIMATES a) Building (including interior renovations) $ 1,430,000 b) Landscaping (see Section 13.06(G) of the Land Development Regulations) 21,800 c) Other site improvements (please list with cost) Grading, parking, utilities, exterior lighting, etc $ 320,000 13) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) 100 in 100 out b) A.M. Peak hour for entire property (in and out) 21 in 5 out c) P.M. Peak hour for entire property (In and out) 10 in 28 out 14) PEAK HOURS OF OPERATION 8:00 am — 5:00 pm 15) PEAK DAYS OF OPERATION Monday -Friday 16) ESTIMATED PROJECT COMPLETION DATE May 2008 3 17) ABUTTING LANDOWNERS — please list abutting landowners, including those across any streets. You may attach a separate sheet. Lot 1 185 Tilled) is abutted to the North, South, East and West by property owned by Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 18) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). Enclosed I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: J\ v I have reviewed this preliminary plat application and find it to be: .pComplete 1-117 ❑ Incomplete of Planning & Zoning or Designee Date EXHIBIT A The following information must be shown on the plans. Please submit five (5) copies and one reduced copy (I I" x 17") of the plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Development Review Board. Please provide (on separate sheet) a list of all abutters to the project property and mailing addresses. 4 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 27, 2007 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: 185 Tilley Drive Dear Mr. Bouchard: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, October 2, 2007 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy Mc onough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: NAME MAILING ADDRESS PROJECT OF INTE 1M� �cta QD y �1l rr Kk�:A"a-" '`- I� ASt amsto-, PO box ZZ�3, S. �vr�lul..< � REST { � N LCC„�L �'^Pr_Y 35 �KoMPs:� (e(Tct (.En...dl f I A c� L � �4& f� .sC� zzz �zsE� s r. �1 -D A 2c,-0-r-Ec- S 2'Za V GSyGt C.ati:.l�� S-T VrdV1MeToLd VT Pr,r fg zz 'D 012 5"? / 3�0 -16 Grp}, PROJECT OF INTFRF:cT CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: D C> Z Za v NAME MAILING ADDRESS s� I�J72J--lX47 T k �5 0 Old C2-e-4rm'1�(f - #P(56oirl, � / q(' 5b o%' - , -PAc- 1 s QF- PD�f01 1 � CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE. - NAME MAII MrZ Annoccc-- __ __ CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 3, 2007 Brian Armstrong Lora Wilson 50 Old Farm Road South Burlington, VT 05403 Re: 185 Tilley Drive Dear Mr. Armstrong & Ms. Wilson: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, t�a� y M Donough Planning & Zoning Assistant CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 3, 2007 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: 185 Tilley Drive Dear Mr. Bouchard: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on October 2, 2007, 2006 (effective 10/2/06). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 180 days (must be recorded by 3/28/07) of this approval or this approval is null and void. If you have any questions, please contact me. Sincerely, A Betsy McDonough Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7007 0220 0001 5883 9693 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 3, 2007 Dave Marshall Civil Engineering Associates PO Box 485 Shelburne, VT 05482 Re: 185 Tilley Drive Dear Mr. Marshall: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on October 2, 2007, 2006 (effective 10/2/06). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 180 days (must be recorded by 3/28/07) of this approval or this approval is null and void. If you have any questions, please contact me. ncerely, Betsy McDonough Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7007 0220 0001 5883 9709 o V ERMONT State of Vermont Agency of Natural Resources Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 August 17, 2007 Pizzagalli Properties, LLC 50 Joy Drive South Burlington VT 05403 RE: WW-4-2897, Maitri Healthcare; construct a 10,000 square foot medical office with twenty five employees and sixty patients on Lot #4, 185 Tilley Drive, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on August 15, 2007, including a fee of $295.00 paid by check #139501. Under the performance standards for this program, we have a maximum of 45 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. _ For the Division of Wastewater Management Ernestine Cheerier Regional Office Coordinator cc: South Burlington Planning Commission Jeffrey Kershner Regional Offices - Barre/Essex Jet. /Rutland /Svrinjzfield/St.Johnsbury r 1 i 7� Cc' SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD 10 JULY 2007 The South Burlington Development Review Board held a regular meeting on Tuesday, 10 July 2007, at 7:30 p.m., in the Conference Room, City Hall, 575 Dorset St. Members Present: J. Dinklage, Chair; P. Plumeau, E. Knudsen, G. Quimby, R. Farley, M. Birmingham Also Present: R. Belair, Administrative Officer; C. LaRose, Associate Planner; B. Bouchard, G. Poon, C. Scott, J. Mullowney, K. Pettersen, P. Brown, D. Marshall, S.Vock, M. Courcelle, M. St. Germain, S. Dopp, T. Crapo, N. & J. Leduc, S. LaBombard, B. Brown, K. Lash, R. Frey, P. Calkins 1. Other Business: Mr. Belair advised that the appellant for Agenda Item #5 had withdrawn the appeal. 2. Minutes of 19 June 2007: Ms. Quimby moved to approve the Minutes of 19 June 2007 as written. Mr. Farley seconded. Motion passed unanimously. 3. Continued Site Plan Application #SP-07-42 of Pizzagalli Properties, LLC, to construct a 10,125 sq. ft. GFA medical office building, 185 Tilley Drive: Mr. Bouchard said the plan is unchanged from the sketch plan reviewed in February. Ms. LaRose advised that the applicant will work out the relocation of the water lines with the Water Department. Ms. Quimby moved to approve Site Plan Application #SP-07-42 of Pizzagalli Properties, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 4. Continued Site Plan Application 4SP-07-38 of Yun Poon for an accessory residential unit, 60 Hinesburg Road: Speaking for the applicant, Ms. Poon said there had been 2 issues at the prior hearing: the existence of another property owned by the applicant and the square footage. She advised the Board that the other property had been sold and Mr. Poon was now living in this property. The square footage of the accessory unit has been reduced to 496 sq. ft. Mr. Belair said the draft decision will be amended to reflect the reduction in square footage. Mr. Dinklage advised the applicant that although he had not been present at the first -1- SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 July 25, 2007 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: Minutes - 185 Tilley Drive Dear Mr. Bouchard: For your records, enclosed is a copy of the approved July 10, 2007 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, �BetsNyMcD,nough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 18, 2007 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: 185 Tilley Drive Dear Mr. Bouchard: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the Development Review Board on July 10, 2007 (effective 7/10/07). Please note the conditions of approval including that a zoning permit be obtained within six (6) months. Should you have any questions, please contact our office. Sincerely, Betsy M oncugh Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7006 3450 0002 0948 9106 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: July 2, 2007 \drb\sub\pizzagaIIAsitepIan_lot1.doc Application received: June 7, 2007 PIZZAGALLI — LOT 1 SITE PLAN APPLICATION #SD-07-42 enda #3 Meeting Date: July 10, 2007 Owner/Applicant Pizzagalli Properties, LLC 50 Joy Drive S. Burlington, VT 05403 Engineer Property Information Donald Hamlin Consulting Engineers, Inc. Tax Parcel 0860-00185 136 Pearl Street 4.01 acres Essex Junction, VT IC Zoninq District Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\ izza alli\site Ian lotl.doc Pizzagalli Properties, LLC, hereafter referred to as the applicant, is requesting site plan review to construct a 10,125 sq. ft. medical office building, 185 Tilley Drive. The application was continued from the June 19, 2007 meeting at the request of staff. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, reviewed the plans submitted on June 7, 2007 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements Zoning istrict Required Proposed ize 7�Max.Buildin 40,000 SF 4.01 acres Covera e 40% 5.7%all Covera e 70% 22.9% Front Yard Covera e 30% 5.9% V�Max. n. Front Setback 30 ft. >50 ft. n. Side Setback 10 ft. >35 ft.in. Rear Setback 30 ft. zoning compliance SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The City of South Burlington Water Department Superintendent has reviewed the plans and provided comments in a letter dated June 19, 2007 (attached). There are issues with the location of the proposed water line within the ROW for the future highway off -ramp. There is also a concern about the location of the hydrant. The applicant should work with the SBWD to resolve these issues and revise the plans accordingly. 1. The applicant shall adhere to the comments of the City of South Burlington Water Department Superintendent per the letter dated June 19, 2007. The plans shall be revised accordingly. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\siteplan lot1 doc According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The applicant should apply and receive final waste water allocation approval prior to issuance of a zoning permit. 2. The applicant should apply and receive final waste water allocation approval prior to issuance of a zoning permit. The City Engineer has reviewed the plans and provided comments in a memo dated June 28, 2007 (attached). The City Engineer did not review the full set of plans as the landscape sheet was received separately. The Board should ignore comment number 2. 3. The plans shall be revised to comply with the comments of the City Engineer per the memo dated June 28, 2007 with the exception of item number 2. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The applicant has submitted a sufficient erosion control plan. These plans shall be followed during construction. 4. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subject lot is proposed via a 25 foot wide access drive (narrowed from an 80 foot curb -cut) off of Tilley Drive. This is a sufficient access width for office use. A portion of this access drive follows along a proposed City Street. Once the City Street is constructed, the access drive will be off this new street, in which case the street address will change. The 10,125 square feet of medical office use is estimated to generate 37.2 pm peak hour vehicle trip ends. Condition #12 of the five (5) lot subdivision, of which this is lot #1, requires a trip generation and traffic analysis including turning movement analysis to be constructed as part of the review of the fourth building. This proposal is for the third building. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The plans that the applicant submitted depict Class II wetlands on the subject property. There are no encroachments proposed in the wetlands or its associated buffer. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\siteplan lot1 doc The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. Staff feels that the proposed project is in keeping with the planned development patterns of the IC Zoning District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The open space area proposed on the subject property is the Class II wetlands located on the eastern portion of the property. This is a sizeable area and staff finds it sufficient to meet this criterion. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The South Burlington Fire Chief has reviewed the plans and provided comments in a letter dated June 14, 2007 (attached). 5. The applicant shall adhere to the comments of the South Burlington Fire Chief per the letter dated June 14, 2007. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The plans submitted include two lines which indicate the existing and proposed ROW for the future access road from the future highway exit ramp hereafter referred to as "exit 12B." The existing ROW is 60 feet and the proposed ROW is 100 feet. Staff had requested the 100 feet and this is acceptable. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 6. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\siteplan lot1 doc The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is shown on the plans. Pursuant to Section 13.01(B) of the Land Development Regulations, and based on medical office use, the proposed project will require 50 parking spaces, including 2 handicapped -accessible parking spaces. The plans depict 50 parking spaces, including 2 handicapped -accessible. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. This site is extremely difficult to assess with respect to this criterion. The lot is considered a corner lot because of the possibility of a future access road across the western edge of the property. The only way to meet this criterion in full would be to locate the building at the southeastern corner of the lot and place the parking to the rear, adjacent to the wetlands. Staff has in the past been very ardent in the enforcement of this criterion. However, staff finds that the plan submitted by the applicant does indeed meet the criterion of "the greatest extent practical" given the layout of the site. Both the applicant and staff agree that it would be best to have the building located adjacent to the wetlands and not the parking. The future use of the building is proposed to include a health and wellness center. It would be in the best interest of patients needing these services to be closer to the serenity offered by the wetlands than the potentially busy access ramp from the interstate. The Board previously discussed the layout of the site and determined that the parking was appropriately located. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is one story and 14', which is under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted sufficient building elevations. The proposed building will be very similar to the existing buildings in the subdivision. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has submitted sufficient building elevations. The proposed building will be very similar to the existing buildings in the subdivision. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\siteplan lot1 doc In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff has already addressed the issue of the future city street. No other measures are necessary. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans depict a proposed enclosed dumpster at the north side of the building. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans should show snow storage areas for the subject property. The plans depict a large snow storage area to the southern edge of the parking lot. This is sufficient. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. Based on estimated construction costs of $1,430,000 the site shall include a minimum landscaping budget of $21,800. The applicant has submitted a proposed landscaping budget of $21,910. The City Arborist has reviewed the plans and provided comments in a memo dated June 20, 2007 (attached). The applicant shall adhere to these comments. The plans shall be revised accordingly. 7. The applicant shall adhere to the comments of the City Arborist per the memo dated June 20, 2007. The plans shall be revised accordingly. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\nizzagalli\sitenlan lot1 doc The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The site plan shows proposed landscaping in the interior of the proposed parking area. Furthermore, the applicant has present a plan which offers screening of the front parking lot from both roadways Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. The applicant has submitted a lighting point by point plan and lighting cut -sheets which are sufficient. Staff recommends that the Development Review Board approve Site Plan Application #SP-07-42 subject to the conditional items above. Respectfully submitted, Cathya; La Rose, Associate Planner Copy to: Robert Bouchard, applicant June 19, 2007 Pizzagali Properties Mr. Robert Bouchard P.O. Box 2009 So. Burlington, VT 05407-2009 RE: 185 Tilley Drive South Burlington Dear Bob: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. 1. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Champlain Water District Specifications and Details for the Installation of Water lines and Appurtenances, henceforth the "CWD Specification." 2. All water installation work and water distribution material must comply with the above referenced CWD Specifications. Details for this project must be the same as those within the above referenced CWD Specifications. 3. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlinnidon, henceforth the `Backflow Ordinance." Please contact this department for more information on the installation and proper setting of backflow prevention devices. 4. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The Superintendent may restrict work before November 15 and after April 1 during adverse weather conditions. 5. Eight -inch and larger Ductile Iron (DI) water pipe shall have no less than three (3) brass wedges installed at each joint. Bury depth to the new mains shall be six feet (6') to the top of the pipe. DI water pipe shall be Class 52, cement lined. 6. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. 7. Corporations shall be Cambridge Brass No -Lead brass, Red Hed Manufacturing brass 4381, or Department approved equal. Curb stops shall be Cambridge Brass No -Lead brass, Red Hed Manufacturing SB 5151 /B4151, or Department approved equal. All brass unions and adapters shall be Cambridge Brass No -Lead Brass, Red Hed Manufacturing brass, or Department approved equal. Please note this new requirement. 8. Sheet Specific Comments: a. Sheet S-1: The proposed eight -inch water line to Lot #2, although considered private, must be placed outside of the 100' ROW for the Proposed Interstate Off Ramp. The same proposed eight -inch water main shall be continuous to the furthest property line of Lot #1. A fire hydrant shall be placed on this water line at a point near the parking lot drive that meets fire and water department requirements. Consideration should be given to combining the water service lines for lots 1 &2 from one tap location on the Tilley Drive main. b. Sheet S-2: Typical Water Service Connection Detail: There should not be a stub shown between the anchor tee and gate valve in this detail. The gate valve shall be connected directly to the anchor tee. 9. It is a violation to discharge chlorinated water into waters of the state. All water used during flushing and testing of the new water lines must be dechlorinated prior to entering any water of the state. 10. The South Burlington Water Department ordinance states that "All water lines and appurtenances not located in the City right-of-way or public grounds shall be considered private pursuant to the ordinance and others of the City," and; 11. "The Department shall not maintain any water lines that have not formally been accepted by the City, except in subdivisions that are designed to Department specifications and are intended to be accepted," and; 12. "All water lines and appurtenances located within an area so designated as restricted or private by the developer shall be considered private." 13. Historically, the South Burlington Water Department has practiced overseeing the repair and maintenance of all water mains and appurtenances off from those mains not located in the ROW or deeded over to the City after formal approval. For this project, the water line to Lot #2 will be shown as being private. 14. It must be understood that this Department would only provide the service of overseeing the repair and maintenance of the water mains and appurtenances after we have inspected and approved the installation of the water main and service lines beyond the City owned locations. 15. The labor rate would be the same as approved in the Management Contract by the Champlain Water District and the City of South Burlington, revised annually. 16. The above referenced labor and material charges are in addition to any fee required under the South Burlington Water Department Ordinance, such as but not limited to private fire hydrants and sprinkler systems. At this time private fire hydrants are assessed a $100 per hydrant annual fee. 17. Gate valves and curb stops outside of the City ROW must have a Warranty Deed filed for the South Burlington Water Department to gain access for operation in emergencies and for disconnecting service to delinquent accounts provided that the City of South Burlington follows appropriate State and local requirements 18. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced C WD Specifications. The gas line, telephone line, and electric service are not shown on these plans. It is imperative that these utilities be placed no closer than four feet off either side of the water main when running parallel to it, to allow for safe excavation if needed. No utility shall be placed within five feet of any gate valve or ten feet of any fire hydrant. Generally, trees and shrubs shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 19. Separation between water mains and service lines and nearby sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced CWD Specifications. 20. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 21. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 22. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 23. Further review changes may be required as this project proceeds through the permit process. 24. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 2003 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, 147e�oe"4e"� Jay Nadeau Superintendent CC. Cathyann Larose Doug Brent Bruce Hoar George Dow Plan Reviews: 185 Tilley Dr 6-07 SOUL,) Burlington Fire Depa fitment 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief June 14, 2007 Ms. Juli Beth Hines, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Mountain View Office Park Lot 1 Dear Juli: I have reviewed the plans for the proposed construction of the Mountain View Business Park Lot 1 development on Tilley Drive. I have the following recommendations: 1. Compliance with all requirements of Vermont Division of Fire Safety codes and standards. 2. Automatic sprinklers and alarm system as required by Vermont Division of Fire Safety. 3. Fire Department Sprinkler Connection location to be specified by SBFD. 4. Fire Alarm panel and enunciator location to be specified by SBFD. 5. Provide an emergency key box(s), number and location to be specified by SBFD. 6. The plans which were provided to me showed no fire hydrant locations. Number and location of fire hydrants to be determined jointly by the South Burlington Fire Department and Water Department. Actual final spotting of said hydrants to be done jointly with SBFD. 7. If an elevator is proposed the elevator car(s) to be sized large enough to accommodate an ambulance stretcher in the flat position. 8. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. Page — 2 9. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hoselines, portable ladders and other firefighting equipment. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which could be dealt with as needed by myself or with the assistance of the developer and Vermont Division of Fire Safety. Should you need any further assistance on this project please feel free to contact me. erely, Douglas S. Brent Fire Chief Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846 4106 Mountain View Office Park 185 Tilley Drive Tune 2Sf 2007 1. Gas main shall be shown on plans. 2. Landscape plans shall be submitted for review and approval. 3. Sewer manholes must be accessible tinall conditions. Manhole No. 3 should be located epaved drive. 4. Entrance drive at Tilley Drive shall have a depressed concrete curb across it. 5. The sedimentation tank should have e a al to intercept that flouting material and oil. This is a heavy p equipment required to drive over curbs will damage them. This tank should be within the paved parking lot. 6. Curbs at entrance shall not cross the bike path but stop before and after it. Cathyann LaRose From: Craig Lambert Sent: Wednesday, June 27, 2007 11:31 AM To: Cathyann LaRose Cc: ray Subject: Mt View Landscaping Cathy, I've attached comments for the landscaping in Mountain View Business Pk Lot 1. Also I looked at the Vermont Gas plans when I was in earlier this week and would suggest that they forego planting rhododendrons around the parking lot. Some trees would be more appropriate as the rhodies will most likely be damaged when the lots are plowed in the winter Pizzagalli Properties LLC Mt View Business Park Lot 1 Miles Weston LA Species Selection: 6/27/07 1. A substitute for Viburnum dentatum and Viburnum trilobum is strongly recommended. In recent years Viburnum Leaf Beetle has become a problem in South Burlington and use of these species will most likely require an ongoing spray program to ensure survival of these plants 2. Red Maple may not be the best choice for parking lot islands due to heat/drought conditions and the use of deicing salt. Some of the newly available elm cultivars would be more tolerant of these conditions. I've had particularly good results with `Accolade' Elm General Recommendations: 1. Continuous planting pits to a depth of 1.5-2 ft should be specified in the parking lot islands. This will provide the trees with an adequate soil volume to support tree growth 2. Item #19 in the Planting Notes should be removed or revised. The occurrence of stress in the plant establishment period is much more likely to be related to water stress than to a nutrient deficiency. In the event that a nutrient deficiency is present, treatment should be based upon the results of soil and or foliar test results 7/3/2007 Noun: it t- � -100 'it MITiva A M loom WW WWWW --Ww -11111--w.- ww ___ww --W---■ - Preliminary Plans & Elevations scale as noted Februwy 20,2007 PIZZAGALLI PROPERTIES, LLC MOUNTAIN VIEW OFFICE PARK LOT I SITE DEVELOPMENT DONALD L. HAMLIN CONSULTING ENGINEERS, 136 Pearl Street, Essex Junction Vermont 05452 INC. ,,!lf111111lII ��.0•F VE-'P��� 7201 •� ,,A��lnnna�0 Of LEGEND LS CpbINATION PoLf UICH Dn�IN 1 4 PoWER Poll n.� HYpRANT 1, T[LEPNOAI! POLE � GATE VALv[ •• LYIIT i KNiTaxiNG HELL O SIIPPOIiT POLC 5[W[R CLUNOUr 'p�. euv+ .. NnruRAL cA3 vALVE ril ENRUD W NATIRN. Us rETER 1^� (gNIPEImuS TREE SIG C�I DCIDUg13 TRR � RAIL FOR M [o x w .nuDe � ELru POLE �'c- encE a Wfrw+De rnrraiR uNE ... L'ONCRlTE PROPERTY LINE PEINUFIlIIE v9 IRON PIP[ POGD —W WATER LINE G N1RVlY STATION —5— SA 1-1 SEYIfR LINE (! • JR YVMIOLE D 9TPC'I 9WER LME m DRAfYGC MANNOL! —O NATUML GS LINE QI TCLlRtlNL I'WSpLf —T UNDERGROUND TELEPIARIE O lLEO1RIUL M1AN10.E —E— UNDERGROUND ELECTRIUL 3 GR® STOP —CN UNDERGROIMD GBLE TELEv151G SHEET INDEX 5-1 SITE PLAN 5-2 EROSION PREVENTION E SEDIMENT CONTROL PLAN L-I LIGHTING PLAN DT-I SITE < EROSION CONTROL DETAILS DT-2 WATER, SEWER, i DRAINAGE DETAILS DT-3 TYPICAL DETAILS SP-I TECHNICAL SPECIFICATIONS SP-2 TECHNICAL SPECIFICATIONS SP-3 TECHNICAL SPECIFICATIONS MAY 2007 I 1 �-- P I PROPERIfI!'1. , LLC e% L 1 Y - i AT IDC.AT10N9 WNICR I.MY pC IN TRC IMMEDIATE VIGNT' Or UNDERGROUND LMMIE5. rn IIN UNDCRGROUND RPING 9T9TEMSn1 AND WASTE "TOM 5TRLGNRL9. I I -+ I_ \\` for 2,T� 1 1 1 - ITSg r —r—I— 1 J _ �— T — —1 Ir 11 _ A, A, y _ -- / LO I mLorsll 1 I I � � Helm I , 1 I I I •I—.:��._.._.....�.._ ` L--.y—••�.�._. —_ly=. _ _ _ INFORMATION SEWER INFORMATION Jr(OtlTAT[ OA 1 / i NEW // / I I ' yEW � la.W O.NCI..� �N�IN va.» Iw. OUT-s%.p IIIN. NEW r I I I I NEWmri N61 6 IW N-- Iw ---.74 s' IW. IOUi•sbG.fO NEW ®n NEW sr+as INV. INs51.l1 WETLANDS 5' INV. OVT-sB.M. ' NV. OUT-sE.01 I / / I / I / / / � / 91102 / �I• yAs / I f M• RN. N_SI6.Y Is W. Is- INv. QJr-Y16.% /NOW C010 ROP��-_ E�l,PARK I NEW CSK RIM-s5s.50 IS' INV. OUT-sss.50 / �! PROJECT STATISTICS ILOr SIZE I y BUILDING COVERK.E / PARKING It DRIVE COVERAGE 1 / SIDEWALK COVERAGE 1 TOTK LOr COVERAGE 1 \ I I FRONT TARO 912E yI TOTAL FROITr TARD COVERAGE 1 \ 11 ZONING DISTRICT. BIKED INDUSTRIAL t COMMERCIAL II PROPOSED PARKING SPACES LOT I AREA(K) E of TOTAL E A OI 00.0 0.n 5.7 10.0 D.65 W.2 O.w 1.0 0.92 22.4 70.0 O.St 100.0 0.02 SA 3 0 w O , NO d- I I. TQDGRAPIIT m I I Is BAsED m TCPDGRAPWC sURVFTs PERFOWMED IN RAT 2 ST IXNLLD L. NAMLIN CfaYIULTNG EIGRIEIRs, INC. I 2. TILLET D UTNTTT I —15 sHcsal m TNI. PLAN ARE BAseD ON A PLAN ENTITLED I \ 'TII.LET II sllDNIs101 RM Y PLAN VIEW , sNEET R DATED 05/XMN AND LAST REVISED owtioi PREPARED W DIAI L I —IL faLsuLTING FNGINEEitl INC \ I\ !. CLCVATIDIb ARC dVED m U9Tis DATUM TAKEN RmR A S[MO— AT THE NORTHK9T COIINER q TIK NEW E 1A ID TELERpIE Pl— IDCJ.TED A01Q]s INTERSTATE M FRP'I TIE MILLET PROPERTT. D[NUfMRK ELEVATKIN INs OSTANED— FRED KOERNpI, P.E., SUR mTON, VCRnONr. 1. ALL WATER Lnt AND REJ.TID NDRK TO x PERFDRRED N A[CQtDNICL WITI THE �ralruo. 20 O 20 40 6RECEI VEA.../ J(lIV A i No. 7201W 'ASS/ONAL f•��`,• EE/1 u1U�5o, City Of SO. Burlington CITY OF SOUTH BURLINGTON DEPAKTMENI' OF PLANNING & 'ZONING 575 DORSET STREET SOUTII BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, Associate Planner Q RE: Agenda #10, Site Plan Application ##SD-07-42 DATE: June 15, 2007 Staff respectfully requests that the Development Review Board continue Site Plan Application #SD-07-42. The completed application was received on Thursday, June 7, 20007. Although this has provided enough time for Planning Staff to review, it has not been enough time to coordinate review of additional staff members, including the City Engineer, City Arborist, Fire Chief and Superintendent of the Water Department. Staff does not fault the applicant for this. As it is a site plan application, it does not require the same warning period as subdivision applications and thus was accepted and scheduled in short time. It simply did not work out with outside review given work schedules (City Engineer is in office 4 hours per week) and vacations (Water Dept. Superintendent is on vacation this week). Staff has discussed this issue with the applicant and both are in agreement to request the continuance. Thank you in advance. 01i i7 cW , C Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-4106 Mountain View Office Park 185 Tilley Drive June 28, 2007 1. Gas main shall be shown on plans. 2. Landscape plans shall be submitted for review and approval. 3. Sewer manholes must be accessible in all weather conditions. Manhole No. 3 should be located in the paved drive. 4. Entrance drive at Tilley Drive shall have a depressed concrete curb across it. 5. The sedimentation tank should have a baffal to intercept flouting material and oil. This is a heavy piece of equipment that if required to drive over curbs will damage them. This tank should be within the paved parking lot. 6. Curbs at entrance shall not cross the bike path but stop before and after it. THE CONTRACTOR SHALL NOTIFY TIG5AFE' AT WARNING: 1 / �v ONSTAGE 5LOPE1 4ABILMA�XN F/:!6 I I� I \ U i \ 1-888-3 4-7289 PRIOR TO ANY IX_AVATION AT LOCATION5 WT11CH MAY BE IN THE IMMEDIATE FATALLY TOXIC GA55M MAY BE FRMEM IN UNDERGROUND PIPING SY5TEM5 / I NORTH OREEN BC1DD / I \ I \ II VICINITY OF UNDERGROUND UTILITIES. AND WASTE 5Y5TEM STRUCTURES. ED KWAL{ (TYPICALV I _t•_ 1 I I I I I-1—_ t' — I I I I — 1 J _ � 1 1 I I I I —'j—' — ,1 — I'� �- - DEWATERING NOTES: �_ ON CONTROL NOTES: I 1 �+• — — 1 WATER FROM TRENCHES AND IXUVATIOS SHALL BE DISPOSED OF IN SUFN A MANNER WE CC IMPLEI'IENT EROSION CONTROL MEASURES IN ACCORDANCE HITN THS THE LAND ... R 1 _,II NOT CAUSE INJURY TO PUBLIC HEALTH NOR TO PUBLIC H PRIVATE PROPERTY, NOR TO 1r7RK COMPLETED OR IN PRGGRE98, NCRTO O HIGNHAY9, NOR CAUSE AM WE VIRM PLAN AND THE WERMRiT HANIX9D'1K FOR 901E HTOSION AND SEGMENT TAlTR0. ON / / I >< I �. .'. I' ::.'. ' . I I I I i � ^I I 1 KALE INTERFERENCE H TH THE U9E � SAME BY THE THE CCNTRACTM SHALL MINIMIZE THE LIMITS AND 0—TCH OF DSTURBED AREAS. THE / 1 L J NOW &IA OR HATERFROM TRENCNq AND�ON EXC VAT— SHALL BE I MAXIMUM AREA CF DISTURBNKE AT ANY ONE TIME SHALL BE S ACRES. ALL DISTURBED I 1 I • I, :. .. :: I i i I \ ,y, TTO SCRARGE DIRECTLY WGETLAIQ), M NATURAL DRAINAGE CQIRSE AREAS HOURBE ST BILICONSTR 50CHCT_ S PFi1DIT SIXJI TINTT —SINGE /' �1IMENT O A BASIN M IWO A MHATERING DISC LARGE AREA SURROUNDED ST ROSION AFENCE, S. Sl BE TRACKEDT THE IT RACKS CREATE GROOVES PERPENDRLLAR TO THE SLOPE DIRECTICN. TFSIroRARY \ 11 I CONTROL AS APPROVED BY THE ENGINEER. STABILIZATION MEASURESGRADES AAVE NOT , SUCH AS MULCH M MATTING, SHALL BE UTILIZED WHERE FINAL AND WE AREA NDT BE ILL I I I I x I I I I �I WERE IT IS DETERMINED WAY THE DEWATERING OPERATI CREATES M IS LIKELY TO CREATE TURBID STREAM CLNDITONS, THE CONTRACTOR HILL BE REQUIRED TO FURTHER DF FREG­ ULENDAR — WITHIN H OF THE -TABLHIEHM INNALL GRAMS, DISTURBED AREAS SHALL BE TOP' LED, SEEDED, AND MULCHED AS APPROPRIATE DETAIN THE TRENCH EXCAVATICN WATER IN TEMPORARY SEDIMENTATION BASINS, EMPLOY THE 'DIRT ALL DISTURBED AS AREON SITE SMALL BE STABILIZED PRIOR TO OCTOBER S. SEEDING OF SAGS., OR AN ALTERNATE METHOD ACCEPTABLE TO THE ENGINEER. RBED THE AND 1'MIALHING OPERATIONS SHALL BE COMPLETED BY SEPTEIMBER S TO ENSURE VEGETATIVE WHERE DEWATERING OPERATIONS RESULT IN A DISCHARGE FROM THE SITE THE DISCHARGE COVER MM TO OCTO9ER 15. ANT SOL DISTURBANCE SIFTHEEN OCTCBER S AND MAY I / .: .. ... .. .. TH TILE M SAMPLED AND TESTED FOR TURBIDITY IN ACCORDANCE WIU APPROVED MONITORING PLAN. AUTHOR MUST BE AUTHORIZED BY THE VT DEPARTMENT CF ENVIROta NMENTAL 5ERVATION AND M PERFORMDANC PERFORMED IN ACCORE WITH E APPROVED WINTER CONSTR MON EROSION TH Y: ' 04", DAM, I TP I I I I ,y, uPON COLETRLL M OF CONSTRUCTIOi, ATEMPORARY SEDIMENTATION BASINS AND PREVENTION AND SEDIMENT CONTROL PLAN. AT NG DEWATERIAREAS SHALL ORI SE RESTORED TO ORIGINAL CONDITIONS. I5EE DETAIL (TYPICAL)I I I I I \ I / THE OTHER ON AUTHORIZED REPRESENTATIVE SHALL INSPECT EROSICH CONTROL DEVICES LEAST ONCE EVERT SEVEN CALENDAR DAYS OR WITHIN 2A HOURS AFTER AM RAIN EVENT ' •'."' " I I I WHICH RESULTS IN THE DISCHARGE OF STORMNATER RUNOFF FROM THE SITE. A WRITTEN REPORT OF ALL i ELTIOB. SHALL BE MAINTAINED AND KEPT ON-51TE AT ALL TIMES. ANY .': .'. / I I I I I I R—RED MAINTENANCE AND/LR REPAIR OF ERCSR H CONTROL MEASURES SHALL BE I I :': •. ':. .'.' .'.' ::.:. / / / / / / +4 ,4 / I ll ALL TEMPORARY EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL VEGETATIVE / I i i CODER IUA9 BEEN ESTABLISHED ON THE SITE IN THE APPLICABLE AREA 1 HEERECT EROSION C FERCING AND INSTALL APPROVED CON9TRIKTIOH FENCE AT THE 2. CONSTRUCT LAND MA WAIN THE STABILIZED CONSTRUCTION ENTRANCE Y MAINTAIN FDNY3TRUCTION STAGING AREA AND TEMPRRART HALL RDAD5. , DIPLUGAOUTLET SACES // CONSTRUCTION LMTMILATM'RER 1- SURF ARE COMPLETED. PIPE FROM INLET PR, I '-__ POND UNTIL VEGETATIVE COVER IM9 BEEN ESTABLISHED IN AREAS DRAINING TO THE POND SEDIMENT FROM RJND NHEN / BEE DETAIL IGL) I '- DEPTH REACHI�6 II2• OR AS ORECTED BTTME ENGINEER, COiSTRIKT DIVERSION AND DRAINAGE DITCHES WRH — DMtl AS APPRIRRUATE. BEGIN STRIPPING AND 5TOCKMLING OF TO ON THE SITE. INSTALL EROSION FANTR0. EIiCING INO FENCING AROUND DCHNNLL SIDE OF PILE. SEED AND FNRCN PILE IF NOT TO SE ACTIVE MORE 7 I RBANCE FOR THAN DAYS. 7. INS M DRAINAGE OR UTILITIES. INSTALL INLET AND QJTLET PROTECTION AS \ / / I / / / IATE. AREAS - / i -' \ (/ \ / J / DCOMPLET GRADING OF SITE. TOPSOIL, SEED, AND MLCH ALL TO BE SEEDED AS SCION AS ` / / / I LLTI NODT R. RESEED ASEEDED AREAS GERMINATED .—IN TWO WEEKS. — OUTLINED IN THE WERIIQli STANDARDS AND SPFLIFICATIOS FOR ER031ON PREVENTION L SEDIMENT CONTROL• R TO E9 1TRLCTURAL 1. RSTALL ALL FF0910N FLHTROL MEASURES r91LT FENCE, . .. .... EROSION HENCE, NJN B14 EOT ,STONE / ItOnROL SEE DCTAML (TYPICAL) Ja I 2. STABILIZE ALLE D19TI1RED AREAS THAT 11 5. RAD9 MAY 1. INSTALL STOREBEIHEER �PIN CALL COSTRUCTION STAGING AREAS. INSTALL CONSTRUCTION FENCE AROUNDLIMITS LIMIOF STAGING AREAS. I l I / I I l 1 I I .,,X I I \ I SWAGES, DYTONCN, aR OTHER EP9C MEASURES HITNOIT WELL -ESTABLISHED VEGETATIVE ""I M OC M S SIMLL BE / I 11 1 >•cl STABILIZ® NTH STONE, GEORMILES, OR A DOABLE APPLICATION OF MLILCN. IF MULCH IS UTILIZED R SHALL BE TRKOR XED IN SECURED �: I I I I I 1 I I WITH NETTING IN OPEN AREAS SUBJECT TO HIND DISRUPTION. BETWEEN —RISER S AND MAY I... J 1 / UBE POND AS 9ED1 ENTATION WRING C1M51}RIKTIO! I TBILI�NTNNT HTEEMI R El- 1. ALL Dl1RpED AREAS AT END � T BE STABILIZED 1BASIN A. If NO PRECIRTATION HITHIN 24 HOURS 15 FORECAST AND WORK • �� I I / ♦ I HILL RESUME IN THE SAME DISTURBED AREA WITHIN 24 IiaMRs, DMLY STABLIZATION IS NOT NECESSARY. 1 l B. DISTURBED AREAS THAT COLLECT AND RETAIN RUNOFF, SOON AS M OPEN UTILITY TRENCHES' REAl11RE FOMDATIONS 5TABILIUTM AT THE END OF EACH WORK HEBC. TRIICTIW 2. DAATtEASin �STUFHED ARGSI) A I�1'RIIDTTEII ! R� E� • ���A \ 1 / MIRAFI IADN FlLT6t fABRK INSPECTION SHALL K MAINTAINED AND K AVAILABLE UPON RE MT. 9. WEEKLY INSPECTIONS SHALL BE PERFORMED FOR ALL AREAS NHKN NAVE BEEN TEMYRARILT STABILIZED, IX ARE NO LONGER COSIDERED AS at DID OF IN MP! KTIVE SOL MITURBANCE AREAS. A WRITTEN RECORD OF EAOH H ':. _ \ _ BETUNEEN FRAME AND GRA _ / INSPECTION MUST BE MAINTAINED AND BE AVAILABLE UR'N RSA IMT. 1 I 1 / PROPOSED\ESUILDING :.X': :::: ` / - I_ ,. ADDITICNAL IN4PECTIONS OF ALL EPSC MEA911RM SHALL BE PERFORMED PRIOR TO FORECASTED RAIN, TMHS, SPRING MELTING. A WRITTEN III1' 10 125 SF \ \ •, _ • ;, \ — -- _ \ E RECORD OF EACH INSPECTION SHALL BE MAINTAINED AND BE AVAILABLE / F.F. ELEV. ,;;• .UFCH . — .. 9NCN 9HOSLD K REED GOWN GRADIENT OF DISTURBED AREAS. SNOIJ , - `\\ \ STORA E AREAD ARE INDIUTED ON THE HAGS. NO SNOW 54 BE SEDIMENTATION 9TORFIM EA91N9. AFTER EACH p 5T AFT / / / / I I I I / I / ' \ \� �, :: ^• ::. ': • / \ \ \ \ FROM STR1BASNS. 9NONFAI.L, SNOW SHOULD BE RDM I S 5N0H ALL O MEASURES TO ALLW FOR REGULAR INSPECTION AND MAINTENANCE. / 1 I I I / / I I \ \ .:'• {': ':. ': • / \ \ \ \ \ \ \\ L'RON011 CpiTR0. F!NC!, \ BEE DETAIL (TPIOAL) \\\ i. TEMPORARY Y 5TABILIZATICH AT TWOETIItMp E REGULAR RATE. 'I I I 11 1\ / \\\ \\\\\\ B. SECLREE INAREAS WHERE IFI NI5HED IGRADES NAVE BEEN REACHED / I 1 II..\.\'..'. \\\\` / •�\�\ MIELTI.ANCE OF FORECASTED RAIN, THAWS, OR SPRING Nfi (/ C. DO NOT APPLY MULCH OVER MORE TAN ONE INCH OF 540 H OR ICE T LLATC SNKrN EKE LEST BE REMOVED PRIOR TO THE 7. INSTALL STONE STABILIZATION, 10-20 FEET HIDE, IN AREAS WERE / I \ 1 NSTAIILNORTH • I . . \ 1 \ I I \ \ \ I .. / CONSTRUCTION VEHICLE TRAFFIC 15 ANT—ATED, SUCH AS AROUND BUILDINGS UNDER CONSTRUCTION. , \ AMERI LOAN GRONFFFNNNFABRI ... \ /I / ) // / / / \ \ \� \ \ " + \ AFTER LAY 1.. dR APPROVED '. ` f / AS NECESSARY. 2 I9N VEGETAT'ry�+�� ALL PERI'WWIEHT EPSC MFAJIRE9 AS � �I�MEASURES, IVED ------_- _ __--- - -- --- JUN p 7 2001 T�'r / ® O �� /�_• \ \\` —_—__-------- C'f1i O�SO. —Imo__—�� / 3t(1• / — ----- —' — �I ♦ s DATE . BT Cu PGALLI PROPERTIES L IZZA LC — 2009 — — — — — — — — — — — w' —" — " " 0�5 SOUTH BURLINGTON, VERMONT 05403 STABILIZED)ZONSTRACTION r r • _ — s w w��-- PROJECT PTIF ENTRANCE, BEE DETAIL r w w S ry ry ry� IN ry 5 ry ry --'FM 5 5 5 5 ry ry ry ry N S S � ` AAAA �LE VE 5 5 5 AA AA 7201 i W 20 O 20 40 GO ; S'TZrOj soS z ,AAA.Onm... C f VC) 1 1 I \. 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DATUM) LIGHTING 5TAT15TICS PARKING 4 WALKWAY5 MAXIMUM 9.44 fc MINIMUM . 0.13 fc AVERAGE 1.19 fc UNIFORMITY RATIO . 9.37,1 NEW POLE MOUNTED LIGHT - RUUD MAC2417-M f� 175 W, METAL HALIDE, 20' MOUNTING HEIGHT NEW BUILDING MOUNTED LIGHT - RUUD E5407-D 70 W, METAL HALIDE, 10' MOUNTING HEIGHT NEW BOLLARD LIGHT - RUUD HC405-D 50 W, METAL HALIDE JUN 4 �7 a �'11y Of ISO surlin f 9 Ory r 1/4- RAW /2• RADIUS T 1 S00 PS CUSS B CONCRETE CURB I. CURBING MALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/5- JOINTS BETWEEN SECTIONS. 2. EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' WITH 1/4- TNq( PREFORMED EXPANSION JOINT FILLER MATERIAL CONFOflMING TO AASHTO DESIGNATION M-1533. 3. CURB REVEAL AT DRIVEWAYS SHALL BE 1-1/2- MA 4. CURB REVEAL AT ALL HANDICAP ACCESSES SHALL BE A MAAMUM OF 1/4-. 5. ALL RADII LESS THAN 200' SHALL BE FORMED USING FTEX18LE FORMS TYPICAL CONCRETE CURB NTS J.500 P5 WOTI AS BROCM RM91 WM 1poR¢EU FDR.S Co1°WEIE WILL fElOYM ON PLAM OX ALL RAIDS. CAR SURFACpID (u • owl MWaD cMM¢ vAol SPED /TDI.m me) mTs JgN1 Al SE PLACED EVfltY . 9E G°SI N DPANSq, JMNTs MIRY 20 FEET. FALSE USWC 111E SrANDAm LEST. SEADWROWASroiM De% 11E YAMYIIM AY OFxSFCY sEE slRucTURAL rNANs Fa EXTEWOR sDLWAIK caMErnax ro Bunwxc AT FNTRu�a. TYPICAL CONCRETE SIDEWALK EDSTID NRxNxDDS DDNLIE»E MATCH Ousim 1/2- RADIUS FMISI GRADE REVEAL • Y •r • \ CONCRETE CURB, SEE DETAIL TYPICAL CONCRETE CURB ��I�C•7i�.inJ•�iy��Ciw•i� rn� PA-T DRLME55 (1.1/r McIMHM) TYPICAL PAVEMENT MATCHING DETAIL DEP1TIwNG ON —M.SLOPE - ' sALM pEYAlI01l —A 1. 1SECn a-B ° ,. sraE szE TO 2 WlD 1, ATER EACH RU 1 PR BE A EKNi. ANY DAMAGE A BE CORRECTED IMMF UIELY. SELA ED SfgC9 NI T E RPUCtD As HFIDE). x AAINTAN A%1 SEMMDIT . — BE RDK+Wn FAW BElaro THE DAM AS HEEDED m ¢ TtWouTN THE smxE PRE-WFA AL W aAK OR PETAL FENCE POST sEORON Y SEG11IX1 'A- TOP VIEW OF JOINING FENCE SECTIONS Nis PRE__ LS PMETAL oREcnax ar sla TCP vaw wR FL75W— ATTAaeENT ai r M. scTIMM a F1s1cE r CGNPAR mA eAacLL SIDE VIEW SECIKN'A' sEc1MN Y xs ND T ¢ s:L BE hI�ECTD IN A _AU_ �u NT TAU. x REPAW D _ 1wRTQIs OR APPRO E— V AT IFAST DNCE EVFAY—W CALENDAR OATS U WITHIN 24 NWRs LATER AHT RAN Stl,ARCE FROM THE SM IE RDlokm wETI IT REVOCN A DEPIN v s- DR —ARR. o EENLNo As M a lamb mi m n SLOPE INSTALLATION xt ®Es n•-s• fsoll-tz 2•-s• (sin-t2sen) t okra) J (aaN) Swm st9an-LI r (1 1.r (aae> sx (1.ae) 1.15 STAPLES PER m. (1.35 STAPLES PER m. M) Fa OlankHs with the oktlond North Amerkan been GOT 5selem• Place stop) fttku a UI I, eX of Me RED cdaetl Eote. Qj 21 ® s •2'-5' (km-12. •2•-r (Sera-1z5Re) Y (l.b AND PER ANY NECESSARY O-SEM, M T LANE, INSTALLED 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, SEED NOTE: WHEN LASING CELL-O-SEED DD NOT SEED PREPAPEO AREA CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. PREPARED 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 8- (15cm) DEEP % 5' (15cm) WIDE TRENCH xJ (1.On) WITH APPROXIMATELY 12• ((30cm OF 81ANNET EXIENOEO BEYOND TIE UP-SLOVPE PoRnON Oi THE ll°ENCH. ANCNOR THE BLANKET WITH A ROW OF ifAPl /STAKES APPRO%IA44TELY 12- (JOam) MANT IN THE BOTTOM OF THE TRENCH. B4CKNLL AND COMPACT THETRENCH AFTER $TAPUNG. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12• (SOcm) • • PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROM OF STAPLES/STAKEs SPACED APPROXIMATELY 12• (30om) APART ACROSS THE WIDTH Of THE BIANIIET. • (ZONTAU�y ACROSS THE SLOPE. WILL WITH RIATE SIM 3. RAGAINST SURAFACE SURFACE PUCING STAPIES//U. 111E SOUL ALL B( NHORETS MUST BE SECURELY FASTENED TO ML BY STMll IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONLL DOT SYSTEM'. STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. .T —PLES PER Sa ro. 4. TIE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2--5- (Sera-12.5em) OVENUP DEPENDING Fa xlank M with the PER OPtl d- rN American INSTALLED ON TOP) EVE ON BLANKET TYPE. TO NWITHETHPE COLORED SEAM STITCH ON TIE PREV..l INSTALLED BIANKETTHE EDGE OF TH BLANKET (BVJIKET BEING Green DOT SMe _ Place etaglee/etakee through eacM1 of A. GREEN cdwatl dalR S. CONSECUTIVE BLANKETS SPUCED DOWN THE SLOPE MUST BE PLACED ENp OVER END (SHINGLE SIYLE) WfTH AN APPROXIMIATE ]• (T.Scm) OVERLAP. SfAPLL THROUGH OVERLAPPED AREA. APPROXIMATELY 12• (30un) APART ACROSS MIRE BLANKET WIDTH. tssa AeW °17 NOTE: tUS-eln w NORTH t-eao- - - - -IN LGOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 5• (1Sam) MAY BE NECESSARY TO AMERICAN `°� PROPERLY SECURE THE BLANKETS. 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Tit Cmb¢Im Mall trrprd,.a "Iy r aalkW F prapt.d I­,1 PractW for COW W.aMr C_r m ACI Sx. creed asT, ralfKl 9m. pl¢W covrW .teal rot d db+rd W F �s PEA P 7201 W - RIGID IN9ULATIM. R,d pvrN d rpodd ply.tym kwbtim NMI N foN od krtaW, F LN thkbrrr ad l, tN kratlorr s .Nun m LN Cadr¢t RwYp. Cos NwW a tdam ducky al plus d hodlkq b r the pprN are irlated iron torte d /Yr p hightest[ .I­wly.tyr¢r I..a WQWy flormobb mamM. —1 TN Cel4rec[m Ndl pork. od rMdaF, lrraMeYt w peJ. t, ¢<.ptdl. urrr,, dKllm, vd d.lw .IVr a al <bpr.., Fims.cUor, od ales, w rmlrvcilm eM Mar raAr, dKlky w trdlk aardrd rated w clwd portbrl. a w h,Wuvy r lM tN LrrWmW Maur rauW o raAr WI N FdlydW cl.oly tlra,glwd IW o their �h Wgth n1 b¢rlydr• "'m,FO .IW, IM'W, 1¢nwrvY WM. ad et/r PeWctM drvlrw t wdom Wth W rtoW m Wfrm Traffk lethal D.rk Far 91.+.W ad uyNra•. arbn.rrd DY w u.9. Gwomrd FyMFg ores. F LN .ymt U— w Cmlr¢lm mpl. u W rtlN¢trlly MWII od nMnteb borlrodr, Ilgld., Npr, pd .total• a mane by w E,gkrr, tN F+gFer ma, p'rd W tear rrh F.Idkdbl. nW. vd w aN Ureor NMI M dsdctl fmm IN ngnW des tN Ceda¢Im. W M rertrvctlm N .v.prd.d im — term, w .Laded bvrkadu od NOr NMI 6. rldall.hW m t .rr,l-pmrrM1 bop od Ndl b rNlrtmlyd, MLeIW, w orrr,gl a rppay.d by w FigYrr. RECE'V E D JUN Q 7 ?007 city of So. Burlington r- I I A PLANT SCHEDULE OTY KEY 'SCIENTIFIC NAME COMMON NAME SIZE COND SPACING _ TREES — — — — — 14 AR Acar Nb 'Re -------- d 3 sail RED SUNSET MAPLE 2 1/2 3 Cal BBB Plant ea sFavm `• _, 4 BP BeWla papYrifere PAPER 9IRCH 8'-10 H L B1B Plat ssI- - - 2 UA Ulmus smancana'Pnnca Orin' PRINCETON ELM 212. 3' Cal. B18 Plant as shown 1 GONSERVATIgN EVERGREEN TREES 10 PG Pioea lauce t4 70 7hu'a occdenlelis'Teh WHITE SPRUCE B' -10' M B1B, Plant ee shown, TECHNYARBORVITAE 4'-5- B16 Plandasmoem SHRUBS 7 CA Clethre ablifotia'Hu COMPACT SUMMERSWEET 3Gal. CONT.Plant as shorn 25 VT 1 Viburnum trllobum'C DRANBERRVBUSH VIBURNUM 5 Gel. CANT. Plant e:a- 4 VD Viliter nEenlattiWelue MulM' ARROWWOOD VIBURNUM VIBURNUM 5Got. CONT. Plant mm- 1 15 1 VA I Vaodnlum anglustifirilium I LOWBUSH BLUEBERRY 1 2Get. CONT. PleMasalrovm PLANTING NOTES 1. All plant material In the plant schedule shall be nursery grown in accordance with ANSI in acmrd — with Z.00.1 Slarclarda for measurement of nursery stock. 2. AN plants shall be guaranteed by the Contractor for a period of year from date of receipt of Provisional Acceptance of the completed Installation by the Owner. 3: Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the spades (due to ii—mlve pruning, disback o, other rea--). 4. AN plant materiels shall be selected and togged at the nursery by Landscapa Architect. 5. The Landscape An hiled's approval is required for any plant material 6ubstituliona. 8. Allshrub. and bees will be sprayed with lt. anlidawocant "Wilt-Prur (or approved equal) prior to the first Winter. 7. The Landscape Contractor shall have the General Contractor locate all underground utilitim in areas to be landscaped prior to commencing any it vation. Adjustments to bee locations will be slowed where uliily conflicts are clearly a problem and with prior all, approval by Landscape Amhitecl B. AN plan) bad, shrub and tree location shal be staked n the field by Contractor for Landscape Architects approval prior to Installation. 9. Adjustment' to plant bads shall be approved by Landscape Arhlted. 10. General Contractor Is responsible for all erosion control measures during construction. 11. AI disturbed areas are to be topsniled and seeded. 12. Mulch shot consist of double -shredded hardwood mulch or approved equal and Contractor is responsible for Providing samples o/ mulch to Landscape Architect. Mulch pleat materials as shown on plan and details. 13. It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other dun those specllcaly designated for transplant or removal. 14. Liquidated damages for trees damaged by construction operation shall be $500 per caliper Inch. Shrubs shall be $100 each 15. C.Mraotor 1s responsible for al damage due to his operations inside and outside the contract limit fine. 18. Contractor's responsible for checking spot elavallons and venlying proposed grades by providing grade stakes. Grad. must be approved by Landscape Architect prior to proceed'ang. 17. Contractor shall blend new, work smoothly with -dating grades at contract omit Ina endror limit of namtrodion fine. 18. Contractor to verily that subgmdm are 4 Inches below finished grade prior to spreading top soil for seeded areas. 19. During construction, and unB the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect ere to be dmp mot fertl¢e 1, two injections per caliper nh per tree at 1 r - 24" depth with Passes 20/20/20 Will — or Landscape Architect approved equal. 20. Corneal Is responsible for verifying and confirming el plant taunts m supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported W Landscape Architect for approval and direction. MILES WESTON ranaH'ae aex mo vas xnoxi MOUNTAIN VIEW OFFICE PARK Lot I Site Development South Burlington, VT SHE1 a MIN e I DATE De* Der. 8.06.2N't SCALE I 1'=2U Landscape Plan L,1 1/4" T OF R( 12" TREE TO BE SET PLUMB CROWN TO BE PRUNED AS DIRECTED - DO NOT CUT LEADER TRUNK PROTECTION GUYING MATERIAL TRUNK TRANSITION ORGANIC MULCH 2" MIN. DEPTH TEMPORARY LANDSCAPE SOIL SAUCER LANDSCAPE SOIL ROLL BURLAP BACK FROM TOP 1/3 OF ROOTBALL AND/OR CUT METAL BASKET BACK 213 OF ROOTBALL BEFOR BACKFILLING; UNTIE ROPE FROM TRUNK "DUCKBILL" TREE SUPPORT OR EQUAL 6" COMPACTED LANDSCAPE SOIL EXISTING SUBGRADE NOTEA. REMOVE ALL NON -BIODEGRADABLE MATERIAL FROM PLANT PIT DECIDUOUS TREE PLANTING DETAIL NTS C::) PERENNIAL PLANTING DETAIL NTS U., TYP. RST YEAR D LOAM ED SUBGRADE APPROX. 45" 2' THICK BARK MULCH 3" SAUCER RIM 1/4' TO TOP OF ROOT BALL 99 w TREE TO BE SET PLUMB REINFORCED RUBBER HOSE GUYING WIRE 3 PER TREE W/ TURNBUCKLE DOUBLE#10GA. WIRE (TWISTED) FINISH -- - ROLL BURLAP BACK FROM ' TOP 1f3 OF ROOTBALL GRADE BEFORE BACKFILLING; UNTIE ROPE FROM TRUNK BACKFILL WITH TOPSOIL 'DUCKBILL'TREE 6 - - SUPPORT OR EQUAL EVERGREEN TREE PLANTING DETAIL NTS iQ ROOT BALL DIA. GROUND COVER TYP. MULCH FIRST YEAR ;..'�Y�IfDU°gd Uo�' dDOU god Uo6 d00U �aa uo FINISH GRADE PLANTING SOIL TpPSOU- 1 — COMPACTED SUBGRADE li .�" 11 GROUND COVER PLANTING DETAIL NTS 4" NOTE: SHRUB BEDS TO BE PREPARED WITH 12' OF TOPSOIL J F 4' a �1 MAX. ..>;� Z' — PRUNE TO REMOVE DEAD AND DAMAGED STEMS. MAINTAIN NATURAL SHAPE OF PLANT. DO NOT SHEAR PLANT. r — -- SHRUB -SET PLUMB & / TRUE TO GRADE i Jai 2' ORGANIC MULCH LANDSCAPE SOIL SAUCER E MN• r * LANDSCAPE SOIL �.� `'�••T'' ROOL BURLAP BACK FROM TOP CUT 1/2 OF ROOTBALL ANDIOR METAL BASKET BACK 213 OF ROOTBALL B. F, BEFORE BACKFILLING. UNTIE ROPE FROM TRUNK I 6" COMPACTED PLANTING SOIL _ II!)alt+ill it EXISTING SUBGRADE SHRUB PLANTING DETAIL NTS -- SEEDED LAWN S� P IN GRADE SCREENEDLDAM i - COMPACTED SUBGRADE SEED LAWN DETAIL NTS MILES WESTON c MOUNTAIN VIEW OFFICE PARK Lot 1 Site Development South Burlington, V1 IMEI III f DATE Deagn Dw 6.061007 SCALE AS NOTED Landscape Details L.2 Permit Number SP- CITY OF SOUTH BUFLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 681 Pages 736 - 737 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Robert Bouchard Development Manager Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 5) PROJECT STREET ADDRESS: 185 Tilley Drive Mountain View Office Park Lot 1 6) TAX PARCEL 1D # (can be obtained at Assessor's Office) Og60-RR750 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) None b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Pizzagalli Properties,LLC proposes to build a single story 10,000 square foot medical office building with approximately 50 parking spaces on Lot 1 in the Mountain View Office Park. c) Total building square footage on property (proposed buildings and existing buildings to remain) Proposed - 10,125 gross square feet. Existing - 0 - d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 14' One floor e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Approximately 24 employees. # of company vehicles unknown. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): N/A 8) LOT COVERAGE Total Parcel Size: 174,675 Sq. Ft. a) Building: Existing___:I- % / -- sq. ft. Proposed 5.7 % / 10,12 sq. ft. b) Overall impervious coverage (building, parking, outside storage, etc) Existing -- % / -- sq. ft. Proposed 22 , 9 % / 40 , 000 sq. ft. c) Front yard (along each street) Existing__:I- % / -- sq. ft. Proposed 5.9 % 3,494 sq. ft. d) Total area to be disturbed during construction (sq. ft.) 87,120 * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a) Building (including interior renovations): $ 1,430 ,000 b) Landscaping: $ 21,800 c) Other site improvements (please list with cost): Grading, parking, utilities, exterior lighting, etc. $320,000 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: 8 :00 am - 5 : 00 2 12) PEAK DAYS OF OPERATION: Monday - Frida 13) ESTIMATED PROJECT COMPLETION DATE: May 2008 14) ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) Lot # 1 (185 Tilley Drive) is abutted to the north, south, east & west by Pizzagalli Properties, LLC. 50 Joy Drive South Burlington, VT 05403 15) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). Enclosed 3 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. oti SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: / f! REVIEW AUTHORITY: .2 Development Review Board ❑ Administrative Officer I have reviewed this site plan application and find it to be: LJ -IC" omplete ElIncomp ilo ire f Planning & Zoning or Designee ate 0 DONALD L. HAMLIN CONSULTING ENGINEERS, INC. Please Reply to: ENGINEERS AND LAND SURVEYORS P.O. Box 9 136 Pearl Street Essex Junction Essex Junction, Vermont 05452 Vermont 05453 June 4, 2007 Mr. Robert Bouchard Pizzagalli Properties, LLC 50 Joy Drive P.O. Box 2009 South Burlington, Vermont 05407-2009 Re: Mountain Office Park — Lot 1 Site Development Dear Mr. Bouchard: Tel. (802) 878-3956 Fax (802) 878-2679 HamlinEngineers@dlhce.net As you requested, we have estimated the trip generation characteristics for the proposed 10,125 square foot medical office building on Lot 1 of the Mountain View Office Park. Using the latest edition of ITE's Trip Generation manual, we have estimated the trip generation characteristics for the proposed site development based on Land Use Code 720, Medical -Dental Office Building. Table 1 below presents a summary of the estimated trip generation characteristics for the proposed 10,125 s.f. office building. Table 1 Trip Generation Entering Exiting Total Average Daily Trips 100 100 200 vpd AM Peak Hour 21 5 26 vph PM Peak Hour 10 28 38 vph Feel free to call with any questions regarding these matters. ly, CIrshner, P.E. Vi WATER SUPPLY AND DISTRIBUTION SUBDIVISIONS TRAFFIC STUDIES WASTE WATER COLLECTION AND TREATMENT SKI AREAS PERMITTING ASSISTANCE STREETS AND HIGHWAYS RECREATION AND INDUSTRIAL PLANNING LAND SURVEYING AIRPORTS SOIL BORINGS SOLID WASTE MANAGEMENT Engineering - "The link between what we have and what we need" Item LANDSCAPE IMPROVEMENTS PLANTING Trees Acer rubrum 'Red Sunset' - 2.5"- 3" cal. Betula papyrifera - 8'- 10' cal. Picea glauca - 8'-10' hgt. Thuja occidentalis 'Techny' - 4'-5' hgt. Ulmus americana 'Princeton' - 2.5"- 3" cal. Shrubs Viburnum dentatum 'Blue Muffin'- 2' - 3' hgt. Vaccinium angustifolium - 18"- 24" ht Clethra alnifolia 'Hummingbird'- 3 gal. Viburnum trilobum 'Compactum' - 5 gal. Total Landscape Budget Miles Weston 6.6.2007 M Quantity Unit Unit Cost Sub -total Total $21,910.00 14 EA $700.00 $9,800.00 4 EA $350.00 $1,400.00 10 EA $425.00 $4,250.00 14 EA $70.00 $980.00 2 EA $700.00 $1,400.00 47 EA $45.00 $2,115.00 15 EA $35.00 $525.00 7 EA $45.00 $315.00 25 EA $45.00 $1,125.00 $21,910.00 1 6/7/2007 V Z Now improvt You'll see double-digit increases in street side efficiency with the redesigned reflector and repositioned lamp in the AC Series. This compact forward -throw reflector has a main beam of 60'+ from vertical (30' from horizontal), providing wide lateral distribution and excellent uniformities. A Backlight Shield accessory (standard on Wall Mount) permits precise cutoff adjustability. Three Sizes: = 12" square x 5" deep (305 x 127 mm) 16" square x 6.5" deep (406 x 165 mm) V 22" square x 9,25" deep (559 x 235 mm) J OLD Candlepower distribution curve of 40OW MH 16" Area Cutoff Light. OLD 80 uo Vu48.8 40' 42.7 2036A 00' 30.5 80, 06 24.4 60' 1 8,3 40' 3 12.2 20' 0' 20' 8.1 40' 12.2 30.5 244 18.3 122 6.1 0m 6.1 122 18.3 244 30.6 Isofootcandle plot of 40OW MH Area Cutoff Light at 25' 1 m) mounting height, 0° tilt above horizontal, with backlight shield removed. NEW Candlepower distribution curve of 40OW MH 16" Area Cutoff Light, NEW 140 �. _42.; 120' 38.E 100' 30.E 80, Y4 E 60' 18.E 40' �... 12.2 20 5 6.1 20' o'.3 6.1 1, 18.3 X5 24.4 18.3 12.2 6.1 Om 6,1 122 18.3 244 30.5 Isofootcandle plot of 40OW MH Area Cutoff Light at 25' (7.6 m) mounting height, 0` tilt above horizontal, with backlight shield removed. f 1 Housing Wattage/ Catalog p kii Mounting Code Size (sq.) Lamp Number (Insert Code at ` in Catalog #) 12" 150WPSMH MAC'615-M 1=1-112" Close Pole Mount 16" 1 32OW PSMH AC-*632-M 2 = 6" Extended Pole Mount 22" 750W PSMH AC*675-M 3 = 2" Adjustable Fitter 12" 50W MH MAC*405-D 4 = Yoke Mount 12" 70W MH MAC*407-D 6 =1/2" Adjustable Fitter 12" 10OW MH MAC*410-D (12" housing only) 12" 175W MH MAC *417-M K = Round Tube Off -Center 16" 175W MH AC' 417-M Tenon Mount (16" housing only) 16" 250W MH AC *425-M (For 2-3/8" or 3" O.D.) 16" f 40OW MH AC"440-M M = Round Tube Off -Center 22" 1 1000W MH AC*499-M Direct Mount (16" housing only) 12" 35W HPS MAC''503-1 (Direct Fitter for 4" sq. pole) 12" 50W HPS MAC*505-D W = Wall Mount 12" 70W HPS MAC*507-M (Backlight Shield is standard) 12" 100W HPS MAC' 510-M 8 = Without Mounting (hardware) 12" 150W HPS MAC"515-M 16" 250W HPS AC*525-M NOTE: When using multiple 22" sq, 16" 40OW HPS AC*540-M housings at 90` configuration, a special 12" arm is required; see page 150. Other lamp wattages available- consult factory ® Reduced envelope lamp. E028 for 320W PSMH and 40OW MH; BT37 for 1000W MH. Options: (Factory -installed) Change Add After Description Suffix To Suffix 277V Reactor Ballast (PSMH only) 27 120V Reactor ballast (50-150W HPS 12" housing only) 1 480V ballast (320W PSMH, 175-1000W MH & 70-AOOW HPS only) 5 347V ballast (50W HPS only) (Canada only) 6 Quad -volt ballast (50-100W MH only) M Tri-volt ballast (320W PSMH, T 50-1000W MH & 70-40OW HPS only) (Canada only) Single Fuse (277V Reactor, 120V, 277V or 347V) 27, 1, 2 or 6 F Dual Fuse (201240V or 480V) 3, 4 or 5 F Quartz Standby (delay -relay type) (includes 100W o lamp) (n/a 277V Reactor) 0 Burton Photocell (Factory -installed with all mountings other than 2" Adjustable Fitter) NOTE: n/a on 1000W w/120V; all 480V 27, 1, 2, 3, 4 or 6 P External Photocell (Factory -Installed) (Page 133) For fixtures w/1000W, 120V 1 P For fixtures w/480V 5 P Accessories: (Field -installed) 12" housing 16" housing 22" housing Wire Guard FWG-12 FWG-16 FWG-22 Backlight Shield SBL-12 SBL-16 SBL-22 (standard on AC Series Wall Mount) Button Photocell(Field-installed In fixtures with 2" Adjustable tiller; Catalog# For fixtures w/120V (n/a on 1000W) PC I For fixtures w/208, 240 or 277V PC 2 For fixtures w/347V PC*6 Mountings.... ..................... Page 116 Catalog Number LogicNoltage Suffix Key .......................... Page 115 Optical Systems ..... .............. ..................... Pages 105-107 Accessories ............................................ Page 133 Mounting Alternatives ...................................... Pages 150-151 Mounting Brackets ... .... .............. .................... Pages 152-153 Poles ........ ...................... ...................... Faces 154-157 241 Shroud option) Up/Down Cutoff & Deep Shielded E5 Series Up/Down Cutoff The optics provide controlled uptight and downlight with side cutoff. The E5 Series optics are also available for vertical mounting; add suffix "R" to catalog number. NOTE: 50-watt MH with suffix "G" is supplied with a glass insert to allow operation in the wall -mounted position. Candlepower Distribution Curve of 5OW HPS E5 Up/Down Cutoff Light. 9 Dis- In Unib Of Wlntltg Heighl Isofootcandle plot of one 50W HPS E5 Up/Down Cutoff Light at 10' (3.0 m) mounting height (plan view). E8 Series Deep Shielded Front brightness shielding without sacrificing wide light distribution. The E8 works ideally over entrances. ,.• � P 11ffrfl11 Candlepower Distribution Curve of 70W HPS E8 Deep Shielded Light. F s e 9 0 1 2 3 a 5 Distance In Units Of Mountlng Height Isofootcandle plot of one 70W HPS E8 Deep Shielded Light at 15' (4.6 m) mounting height (plan view). 225' 4.2' 6.45' (57 mm) (107mm) (164mm) 8.5' �� 0' - 6.0' mm) (152mm) Seri5drder Information Wattage/ atalog Mounting Description Lamp Type Number Position Up/Down Cutoff 50W MH E5405-DG Wall 35W HPS E5503-1 Any 50W HPS E5505-1 Any Deep Shielded 50W MH E8405-D Wall Downlight only 7OW MH E8407-D Wall Downlight only 35W HPS E8503-1 Any 50W HPS E8505-1 Any 70W HPS E8507-1 Wall Downlight only 10OW HPS E8510-1 Wall Downlight only NOTE: Suffix "G" indicates glass insert is supplied. Options: (Factory -installed) Change Add After Description Suffix To Suffix Single -volt ballast (277V, 208V or 240V) 2, 3 or 4 (35-50W HPS only) Quad -volt ballast (70-100W HPS only) M Quad -volt ballast (50 70W MH) M 347V ballast (50W HPS only) 6 Tri-volt ballast (50 & 70W MH only) (Canada only) _ T Tri-volt ballast (70 & 100W HPS only) (Canada only) T Photocell (120V, 277V. 208V, 240V or 347V) 1, 2, 3, 4 or 6 P Bronze Color Shroud BS Gold Color Shroud (not available on 10OW HIPS) GS High Power Factor ballast H Tamperprool Lens Fasteners J Vertical Mounting (E5 Series only) R NOTE: Not available when both hpf and photocell supplied Polycarbonate Lens V Accessories: (Field -installed) Description Catalog Number Surface Mounting Box ESB-7 Pole Mounting Bracket PAS-7 Tamperproof Screwdriver TPS-1 Catalog Number LoglcNoltage Sufflit Key ............................ Page 11 Bollard Panel .. ...... .. .............. Page 31 Accessories ......... ... ........ Page 39 E5 Series Mounting Multipliers Height Multiplier 7' (21 m) 2.04 8' (2.4 m) 1.56 9' (2.7 m) 1.23 10'(3.0m) 1.00 12'(37m) 0.69 15' (4.6 m) 0.44 20' (6 1 m) 0.25 The E5 Series photometric data was developed in testing Ruud fixtures with clear, 5OW HPS 4,000lumen medium base lamps. Footcandle readings for other wattages and lamp types may be obtained by multiplying the chart values by the lollowing, Lamp/Wattages Multiplier 50W MH 0.85 35W HPS 0.56 E8 Series Mounting Multipliers Height Multiplier 8' (2.4 m) 3 52 10' (3.0 m) 2.25 12' (3.7 m) 1.56 15' (4.6 m) 1.00 20' (6.1 m) 0.56 25' (7.6 m) 0.36 The E Series photometric data in this section was developed in testing Ruud fixtures with clear, 70W HPS 6,400lumen medium base lamps. Footcandle readings for other wattages and lamp types may be obtained by multiplying the chart values by the following Lamp/Wattages Multiplier 5OW MH 053 70W MH 0.86 35W HPS 0.35 5OW HPS 0.63 10OW HPS 1,48 l nL For 70W and 10OW HPS with quad -volt or tri-volt, and all MH fixtures, the housing depth is 3' (76 mm), and the overall rixture depth Is 7.2' (183 mm). Lamp Included! Construction Unlike other bollards, this unique design positions the lens on the top of the fixture. The clear lens is sturdy injection - molded acrylic (HC) or polycarbonate (HCD and HCF). It attaches to the housing with an overlapping die-cast aluminum retainer ring. For quick relamping, only four flush -mounted, stainless -steel fasteners need to be removed from the base. Two silicone lens seals prevent moisture from entering the lens. Optional decorative Dome Top or Extended Flat Top styles also are available. The housing is an aluminum extrusion that is standard with our exclusive DeltaGuardr finish, featuring an E-coat epoxy primer with bronze ultra -durable powder topcoat. Consult factory for availability of other finish colors. The housing fastens to a cast -aluminum base with four supplied 1/4-20 flat -head, stainless -steel screws. Within the housing, a formed and channeled heavy -gauge steel frame supports the electrical components and reflector. A double -lip silicone seal at the top of the reflector and a sealed lamp socket prevent insects, dirt and moisture from entering the optical system. Ballast A high -power -factor ballast is standard. The 13-watt fluorescent and 35-watt HPS bollards are standard with a 120-volt ballast and are available with an optional 277-volt ballast. 10OW HPS is standard with a quad -volt ballast (120/208/240/277). All other wattages are standard with a dual -volt ballast (120/277V; in Canada, on 50-watt MH and all 70- and 100-watt fixtures, a tri- volt (120/277/347V) ballast is supplied). In the U.S., additional quad -volt (120/208/240/277V) ballast option for 50-to-100-watt MH and 70-watt HPS bollard is available. Lamps 13-watt quad -tube compact fluorescent; 50, 70,10OW MH; 35, 50, 70 and 10OW HPS. Installation The entire extrusion and lens can be removed from the base as one assembly. The base is secured to a concrete tooting using three 3/8" x 6" steel anchor bolts supplied. We suggest installation in a 2' deep x 12" diameter poured base, unless soil type and frost line in your area dictate a deeper base. A 3-inch diameter conduit opening is provided in the base for ease of wiring. Performance The exclusive optical system of the clear lens HC Series produces twice the light output of most competitive products. A 70° main beam provides uniform distribution with low brightness at spacings up to 40 feet. While only 36 inches high, the HC Series achieves a light center slightly less than 3 feet. (Other bollards need 42 inches of height to accomplish this.) Labels The Round Bollard is UL Listed in the U.S. and Canada for wet locations and enclosure classified IP65 per IEC 529 and IEC 598. HC Seiia Order r r Wattage/ Catalog NumCatalog Number Lamp Type Standard Dome Top Extended Flat Top Clear Lens 50W MH HC405-D HCD405-D HCF405-D 70W MH HC407-D HCD407-0 HCF407-D 10OW MH HC410-D HCD410-D HCF410-D 35W HPS HC503-1 HCD503-1 HCF503-1 50W HPS HC505-D HCD505-D HCF505-D 70W HPS HC507-M HCD507-M HCF507-M 10OW HPS HC510-M HCD510-M HCF510-M 13W Fluorescent 11C213-1 HCO213-1 HCF213-1 Options: (Factory -installed) Description 277V ballast (fluorescent only) Change Suffix To 2 Add After Suffix Quad -volt ballast (50-100W MH) M Tri-volt ballast (50-100W MH) (Canada only) T Tri-volt ballast (70 & 10OW HPS only) (Canada only) T 347V ballast (50W HPS only) 6 Single Fuse (120V, 277V or 347V) 1, 2 or 6 r Dual Fuse (208V or 240V) 3 or 4 F Photocell (120V, 277V, 208V, 240V or 347V) 1, 2, 3, 4 or 6 P 180' Shielded Clear Lens A Tamperprool Lens Fasteners J Polycarbonate Lens (HC Series only) V Accessories: Description Louver (Field -installed) Catalog N HCL Tamperproof Screwdriver TPS-1 Catalog Number LogicNoltage Suffix Key ............................ Accessories ....................................................Page Page 11 39 Louver accessory (HCL) P 0 �H, �r j;r,, Extended Flat Top with Clear Lens (HCF) [3 W 4.52" (115 mm) 3.47' (88 mm) 55' (140 mm) 1 0.81" (21 mm) 36" 30.5' (914 mm) (775 mm) I- 8.87" dia. -I (225 mm) HC Series Clear Lens 38] The aluminum extrusion simply slides over the steel frame and base for quick and easy installation. This ray trace illustrates the computer -designed, patented optics of the unique Round Bollard. Lamp Lumens 50W MH 3400 1.79 4.38 2.33 .90 .36 .17 .09 70W MH 5600 2.95 7.22 3.85 1.47 .59 .28 .15 10OW MH 9000 4.74 11.60 6.18 2.37 .95 .45 .24 35W HPS 2250 1.34 1.97 .94 .41 .18 .08 .05 50W HPS 4000 2.38 3.50 1.67 .73 .31 .15 .08 70W HPS 6400 3.81 5.60 2.67 1.17 .50 .24 .13 10OW HPS 9500 5.66 8.31 3.97 1.73 .74 .36 .19 Use the chart above to determine initial footcandle levels at grade for the HC Series Round Bollard with clear, flat top lens 70W MH HC Series Fixtures (Round Bollard) Pages 37-38 SOd1 rI BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 March 7, 2007 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: DRB Minutes - 185 Tilley Drive & 194 Tilley Drive Dear Mr. Bouchard: For your records, enclosed is a copy of the approved minutes from the February 6, 2007 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, i 7 Betsy McDonough Planning & Zoning Assistant Encl. DEVELOPMENT REVIEW BOARD 6 FEBRUARY 2007 ketch Plat Application #SD-07-02 of Pizzagalli Properties, LLC, for a planned unit development consisting of a 10,000 sq. ft. medical office building, 185 Tilley Drive: Mr. Belair said there is again an issue of parking in front of the building as this will be a corner lot in the future. Ms. LaRose noted that to put parking in the rear would put it right on top of a wetland. This will be a health/wellness center, and they would rather not have views of a parking lot. Members were OK with this. 15. Continued Public Hearing: Preliminary Plat Application #SD-06-54 of John Illick for a planned unit development to subdivide a 177.2 acre parcel into 16 lots ranging in size from 3.98 acres to 29.46 acres, Community Drive: Mr. Hall and Mr. McKenzie, representing the applicant, said they had nothing to add to what had previously been presented. Mr. Belair noted that one of the street lights at this property is about to fall down. Mr. Dinklage noted they applicant and city are now at an impasse. Ms. Quimby moved to approve Preliminary Plat Application #SD-06-54 of John Illick per the draft motion. Mr. Farley seconded. The vote on the motion was 0-6, and the motion was deemed to have been denied. As there was no further business to come before the Board, the meeting was adjourned at 8:50 p.m. Cler 03 - 06, O'7 Date -5- CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: February 1, 2007 \drb\sub\pizzagalli\sketch_lottdoc Application received: January 10, 2007 enda #14 PIZZAGALLI — LOT 1 SKETCH PLAN APPLICATION #SD-07-02 Meetina Date: February 6. 2007 Owner/Applicant Pizzagalli Properties, LLC 50 Joy Drive S. Burlington, VT 05403 Engineer Property Information Donald Hamlin Consulting Engineers, Inc. Tax Parcel 0860-00185 136 Pearl Street 4.01 acres Essex Junction, VT IC Zoninq Districts Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch lotl.doc Pizzagalli Properties, LLC, hereafter referred to as the applicant, is requesting sketch plan review for a planned unit development consisting of a 10,000 sq. ft. medical office building, 185 Tilley Drive. [81011ulliv_ Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, reviewed the plans submitted on January 10, 2007 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements IC Zoning District_ �_ Re uired Proposed �l Min. Lot Size 40,000 SF 4.01 acres �l Max. Building Coverage 40% 6% Max. Overall Coverage 70% 24% �l Min. Front Setback 30 ft. >50 ft. Min. Side Setback 10 ft. >35 ft. Min. Rear Setback 30 ft. >50 ft. zoning compliance SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. 1. The City of South Burlington Water Department shall review the plans for the subject project, prior to preliminary plat approval. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 2. The City Engineer shall review the plans prior to preliminary plat approval. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch lotl.doc 3. The site plans shall be revised to show erosion control plans as part of the preliminary plat application. 4. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subject lot is proposed via a 25 foot wide access drive (narrowed from an 80 foot curb -cut) off of Tilley Drive. This is a sufficient access width for office use. A portion of this access drive follows along a proposed City Street. Once the City Street is constructed, the access drive will be off this new street, in which case the street address will change. The 10,000 square feet of medical office use is estimated to generate 37.2 pm peak hour vehicle trip ends. Condition #12 of the five (5) lot subdivision, of which this is lot #1, requires a trip generation and traffic analysis including turning movement analysis to be constructed as part of the review of the fourth building. This proposal is for the third building. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The plans that the applicant submitted depict Class II wetlands on the subject property. There are no encroachments proposed in the wetlands or its associated buffer. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. Staff feels that the proposed project is in keeping with the planned development patterns of the IC Zoning District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The open space area proposed on the subject property is the Class II wetlands located on the eastern portion of the property. This is a sizeable area and staff finds it sufficient to meet this criterion. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. 5. The South Burlington Fire Chief should review the plans for the proposed subdivision, prior to preliminary plat approval. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch lotl.doc Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The plans submitted include two lines which (staff believes) indicate the existing and proposed ROW for the future access road from the future highway exit ramp hereafter referred to as "exit 12B." The existing ROW is 60 feet and the proposed ROW is 100 feet. Staff had requested the 100 feet and this is acceptable. The plans should be revised to label the lines. 6. The plans shall be revised as part of the preliminary plat which indicate the existing and proposed ROW. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Staff has already noted that the City Engineer shall review the preliminary plat plans and provide comments prior to approval of the preliminary plat application. 7. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is not shown on the plans. 8. The plans should be revised to depict a bicycle rack, as part of submittal of the preliminary plat plans. Pursuant to Section 13.01(B) of the Land Development Regulations, and based on medical office use, the proposed project will require 50 parking spaces, including 2 handicapped -accessible parking spaces. The plans depict 50 parking spaces, including 2 handicapped -accessible. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch lotl.doc This site is extremely difficult to assess with respect to this criterion. The lot is considered a corner lot because of the possibility of a future access road across the western edge of the property. The only way to meet this criterion in full would be to locate the building at the southeastern corner of the lot and place the parking to the rear, adjacent to the wetlands. Staff has in the past been very ardent in the enforcement of this criterion. However, staff finds that the plan submitted by the applicant does indeed meet the criterion of "the greatest extent practical" given the layout of the site. Both the applicant and staff agree that it would be best to have the building located adjacent to the wetlands and not the parking. The future use of the building is proposed to include a health and wellness center. It would be in the best interest of patients needing these services to be closer to the serenity offered by the wetlands than the potentially busy access ramp from the interstate. The Board should discuss the layout of the site and render a decision. 9. The Board should discuss the layout of the site with regards to the location of parking and shall render guidance to the applicant. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is one story and 14', which is under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. 10. The applicant should submit architectural details with the preliminary plat plans. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant should submit architectural details with the preliminary plat plans. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Requlations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff has already addressed the issue of the future city street. No other measures are necessary. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch lotl.doc Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). 11. The plans shall be revised to show any proposed dumpsters or other waste facilities, adequately screened, as part of the site plan application. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans should show snow storage areas for the subject property. 12. The plans shall be revised to depict snow storage areas as part of the preliminary plat plan application. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. 13. The applicant shall submit a landscape plan and budget in compliance with Section 13.06 of the SBLDR as part of the preliminary plat plan application. 14. The applicant should submit estimated construction costs with the preliminary plat application, so that the exact minimum landscaping requirement can be determined. The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The site plan shows proposed landscaping on the interior of the proposed parking area. However, the applicant should submit additional information to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. 15. The applicant should submit additional information, with the preliminary plat application, regarding the landscaping in the interior of the proposed parking area, to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. Furthermore, staff recommends that the applicant present a plan which offers screening of the front parking lot from both roadways Appropriately placed berms served as a good location for the neighboring lot and will likely work well here also. Lighting CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch lotl.doc Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. 16. The applicant should submit a lighting point by point plan and lighting cut -sheets with submission of the site plan application. Other 17. The applicant shall identify whether the subject property is located within the Airport Approach Cone; if so it shall be subject to the standards set forth in Section 13.03 of the SBLDR. 18. The preliminary plat plans shall show all ground mounted HVAC units and generators. Staff recommends that the applicant address the numbered items in the "Comments Section" of this document and include the changes in the preliminary plat application. Respectfully submitted, Cathyann LaRose, Associate Planner Copy to: Robert Bouchard, applicant cu o -ILi-Lino PROPOSED 10, 125 SF (( �} 50 PARKING SPACES L/ STORqH ATER A ~ qN0? Q city o fs0 e �©P Permit Number SD- - C) U" APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive South Rnrlinotnn__ VT 05403 Tel# 658-4100 Fax# 651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 681 Pages 736 — 737 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties L•L.0 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Fee Simple 5) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard — Pizzagalli Properties, LLC 50 Jov Drive South Burlington, - -1307 /s 6) PROJECT STREET ADDRESS: Tilley Drive Lot 1 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860—RR750 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) None b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Pizzagalli Properties proposes to build a single story, 10,000 square foot medica office building with approximately 50 parking spaces on Lot 1 of Mountain View Office Park. c) Total building square footage on property (proposed buildings and existing buildings to remain) Proposed - 10,125 s.f. Existing - 0 - d) Proposed height of building (if applicable) 14' One floor e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) -- 9) LOT COVERAGE a) Building: Existing 0 % Proposed_ 6 % b) Overall (building, parking, outside storage, etc) Existing 0 % Proposed -% % c) Front yard (along each street) Existing 0 % Proposed 4 % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) 100' R.O.W. Water, sewer, electricity and natural gas to serve Lot 1. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Connection to municipal water and sewer lines. No extension, relocation or modifications are proposed. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) North, South & East Pizzagalli Properties 50 Joy Dr. So Burlington VT 05403 West - Tilley Farm, LLC (Attn: Ms Barbara Neff 700 Hinesburg Rd. So. Burlington, VT) 13) ESTIMATED PROJECT COMPLETION DATE March 1, 2008 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the plans must be submitted. A sketch subdivision application fee is $125. Conceptual site plan enclosed. 2 r I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowle oL� GNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: �a I have reviewed this sketch plan application and find it to be: Complete 1---) ❑ Incomplete of Planning & Zoning or Designee I Date CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 January 24, 2007 Bob Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a draft agenda for the February 6, 2007 Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, a—�q Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 January 24, 2007 Tilley Farm, LLC c/o Barbara Neff 700 Hinesburg Road South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the official agenda, posted the Friday before the meeting) for the February 6, 2007 Development Review Board meeting. It includes a proposal that abuts property you own. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, V� Betsy Mc onough Planning & Zoning Assistant Encl.