HomeMy WebLinkAbout484 WILLOW ST SOLAR CANOPIES - COMPLETE DRC PACKET 0620171
Williams, Kathleen
From:Williams, Kathleen
Sent:Thursday, June 15, 2017 2:56 PM
To:'Hall, Johanna'
Subject:RE: Eversource DRC plan set
Attachments:062017 Agenda Formal 256 Old Main & 484 Willow TC.pdf
Hi Johanna,
Please find attached the Agenda for the Design Review meeting on June 20th. The meeting starts at 3:30 and you
are second on the agenda. Room A is located on the upper level of Town Hall in the rear of the building.
I have taken a quick look at the plans and had a couple questions/comments:
1. Existing Buffer Trees: Existing large diameter trees within the buffer along Willow near the southern
entrance are not shown on the existing conditions plan or reflected in the Artistic Rendering. The zoning
bylaw requires existing buffer trees greater than 4” in diameter be maintained.
2. Chain Link Fence: Will there continue to be a chain link fence around the parking area?
3. Equipment Pad: An equipment pad is noted on the northeast end of the Louvered Carport D. Can you
provide more detail on what is on the equipment pad? I’m not sure of the exact location under the canopy
and am wondering if it will be visible from the entrance along Willow Street.
4. Photos: It would be helpful if you had any photos of actual installations of these types of canopies that you
could bring to the DRC meeting.
5. Parking: Due to the number of 3’ columns required to support the canopies, will you be losing any existing
parking spaces? This is not a DRC issue, but should be addressed for Site Plan Review to ensure there
remains adequate parking for your use.
See you on Tuesday.
Thanks,
Kathy
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Kathy Williams, PE
Yarmouth Town Planner
1146 Route 28
South Yarmouth, MA 02664-4492
(508) 398-2231 Ext 1276
kwilliams@yarmouth.ma.us
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Kathy Williams, PE
Yarmouth Town Planner
1146 Route 28
South Yarmouth, MA 02664-4492
(508) 398-2231 Ext 1276
kwilliams@yarmouth.ma.us
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SITE LOCATIONSITE LOCATIONWILLOW STHIGGINS CROWELL RDANSEL HALLE
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JEFFERSON AVE73 / 873 / 1173 / 10.1.1EVERSOURCE - MASSACHUSETTS PHOTOVOLTAIC PROGRAM - ROUND IIPROPOSED ±1,255.2 kW-DC CARPORT PHOTOVOLTAIC (PV) PROJECT440 WILLOW STREETYARMOUTH, MA 02675MASSACHUSETTS MUNICIPAL MAPSCALE: N.T.S.SITE LOCUS MAPSCALE: 1"= 2,000'SITE LOCATION MAP (AERIAL VIEW)SCALE: 1"=500'DEVELOPER/APPLICANT:EVERSOURCE107 SELDEN STREETBERLIN, CONNECTICUT 06037CONTACT: MARK KIMBALL(860) 665-6151ENGINEER:WESTON & SAMPSON ENGINEERS, INC.5 CENTENNIAL DRIVEPEABODY, MASSACHUSETTS 01960CONTACT: STEPHEN WIEHE, PG(978) 532-1900UTILITY:EVERSOURCE107 SELDEN STREETBERLIN, CONNECTICUT 06037CONTACT: MARK KIMBALL(860) 665-6151PROJECT DIRECTORYProject:Drawing Title:Sheet Number:Rev Date DescriptionSeal:Scale:Designed By:Reviewed By:Checked By:Revisions:Date:Approved By:06.13.172017| WESTON & SAMPSON | THESE DRAWINGS ARE THE PROPERTY OF WESTON & SAMPSON AND MAY NOT BE SOLD, COPIED, OR USED IN ANY WAY WITHOUT OUR WRITTEN PERMISSIONAS SHOWNRWGRWGSPWFMR\\wse03.local\WSE\Projects\Private\Eversource Energy\MA Solar II\CAD\Solar Canopy\Site 60 - Yarmouth\0-T-1-Yarmouth_rev0.dwg06.13.17BUSINESS (B3) NOTES:*SETBACKS AND QUANTITIES FROM TABLE 203.5-TABLE OF DIMENSIONAL REQUIREMENTS (A), FROM THE TOWN OF YARMOUTH ZONINGBYLAWS (AMENDED THROUGH MAY 7, 2016).**SETBACKS AND DIMENSIONS ARE APPROXIMATE AND SUBJECT TO CHANGE BASED ON FINAL ENGINEERED DESIGN. FINAL PROPOSEDSETBACKS AND DIMENSIONS SHALL BE DESIGNED TO MEET MINIMUM ZONING REQUIREMENTS.NOTES:1. EXISTING INFORMATION AND SITE INFORMATION FROMTHE TOWN OF YARMOUTH ZONING BYLAWS (AMENDEDTHROUGH MAY 7, 2016 AND MASSACHUSETTS GIS. ALLQUANTITIES ARE APPROXIMATE.SITE INFORMATION TABLE (SEE NOTE 1)LOCATION: WILLOW STREET 484 WILLOW STREET WILLOW STREETMAP / LOT: 73 / 8 73 / 10.1.1 73 / 11USE CODE: 3370 3400 3160LAND OWNER: NSTAR NSTAR NSTAROWNER ADDRESS: PROP TAX DEPT PO BOX 567 PROP TAX DEPT PO BOX 567 PROP TAX DEPT PO BOX 567OWNER CITY: NORWOOD NORWOOD NORWOODOWNER STATE: MA MA MAOWNER ZIP: 02062 02062 02062ZONING:BUSINESS (B3) BUSINESS (B3) BUSINESS (B3)PARCEL AREA:±1.10193 ACRES ±31.54465 ACRES ±6.12991 ACRESDRAWING INDEXSHEET SHEET TITLET-1 COVER SHEETG-1GENERAL NOTES, LEGEND AND ABBREVIATIONSC-1 EXISTING CONDITIONS PLAN OVERVIEWC-2 EXISTING CONDITIONS PLAN WITH AERIALC-3 EXISTING UTILITIES PLANC-4 EXISTING LIGHTING PLANC-5 EXISTING DRAINAGE PLAN NORTHC-6 EXISTING DRAINAGE PLAN SOUTHC-7* EROSION AND SEDIMENTATION CONTROL PLANC-8 PROPOSED DEMOLITION PLANC-9 PROPOSED SITE PLANC-10 PROPOSED LIGHTING PLANC-11 PROPOSED LANDSCAPING PLAND-1 DETAILS ID-2 DETAILS IITR-1*TURNING MOVEMENT PLAN FOR FIREDEPARTMENT ACCESSL-1ARTISTIC RENDERINGS*PLANS OMITTED FROM DESIGN REVIEW COMMITTEE (DRC)SUBMITTAL PACKAGEBUSINESS (B3) ZONING TABLE (SEE NOTE 1)MAP / LOT: -73 / 8 73 / 10.1.1 73 / 11REGULATION REQUIREMENTS (ZONE B3)EXISTING PROPOSEDEXISTINGPROPOSED EXISTING PROPOSEDMIN. LOT AREA (SQ. FT.):40,000*±48,000 ±48,000 ±1,374,085±1,374,085±267,019 ±267,019MIN. LOT AREA (ACRES):0.9183*±1.10193 ±1.1019331.5447 31.5447±6.12991 ±6.12991MAX. BUILDING COVERAGE (%):35%*±16.93N/A±4.63 ±6.38N/A±20.20BUILDING COVERAGE (SQ. FT.):N/A±8,126 ±25,675 ±63,673 ±87,644N/A±53,916MAX. IMPERVIOUS COVERAGE (%):70%*±46.92 ±46.95 ±31.71 ±31.72 ±24.95 ±24.97IMPERVIOUS COVERAGE (SQ. FT.):N/A±22,521 ±22,536 ±435,781 ±435,810 ±66,605 ±66,662MIN. FRONT YARD SETBACK (FT.):30* N/A N/A±99 ±99N/A±42**MIN. SIDE YARD SETBACK (FT.):10* N/A N/A±69 ±69N/A±400**MIN. REAR YARD SETBACK (FT.):30*±469 ±469 ±469 ±469N/A N/ASOLAR PHOTOVOLTAIC (PV) SYSTEM DESCRIPTIONSYSTEM SIZE (@ STC)±1,255.2 kW (DC)MODULE 400 WATTTILT ANGLESEE CARPORT INFORMATION TABLE (THIS SHEET)AZIMUTHSEE CARPORT INFORMATION TABLE (THIS SHEET)CARPORT TYPESEE CARPORT INFORMATION TABLE (THIS SHEET)CARPORT INFORMATION TABLE*CARPORT CARPORT TYPELENGTH (FT.) WIDTH (FT.) TILT (DEGREES) AZIMUTH (DEGREES) SYSTEM SIZE (kW) DCFOUNDATIONS QTY.A LONG-SPAN±179 ±609 210±194.48B LONG-SPAN±179 ±607 210±194.48C LONG-SPAN±179 ±606 210±194.48D LOUVERED±459 ±13915, 25 AND 29210±67245CARPORT INFORMATION TABLE NOTES:*PROPOSED DIMENSIONS AND QUANTITIES ARE APPROXIMATE AND SUBJECT TO CHANGE BASED ON FINAL ENGINEERED DESIGN. FINAL PROPOSED SETBACKS AND DIMENSIONSSHALL BEDESIGNED TO MEET MINIMUM ZONING REQUIREMENTS.
CONSTRUCTION NOTES:1. THE CONTRACTOR SHALL CALL DIGSAFE AT 811 OR 1-888-344-7233 AT LEAST 72 HOURS, SATURDAYS, SUNDAYS, AND HOLIDAYSEXCLUDED, PRIOR TO EXCAVATING AT ANY LOCATION. A COPY OF THE DIGSAFE PROJECT REFERENCE NUMBER(S) SHALL BEGIVEN TO THE OWNER PRIOR TO EXCAVATION.2. LOCATIONS OF EXISTING PIPES, CONDUITS, UTILITIES, FOUNDATIONS AND OTHER UNDERGROUND OBJECTS ARE NOTWARRANTED TO BE CORRECT AND THE CONTRACTOR SHALL HAVE NO CLAIM ON THAT ACCOUNT SHOULD THEY BE OTHER THANSHOWN.3. STONE WALLS, FENCES, CURBS, ETC. SHALL BE REMOVED AND REPLACED AS NECESSARY TO PERFORM THE WORK. UNLESSOTHERWISE INDICATED, ALL SUCH WORK SHALL BE INCIDENTAL TO CONSTRUCTION OF THE PROJECT.4. ALL AREAS DISTURBED BY THE CONTRACTOR BEYOND PAYMENT LIMITS SHALL BE RESTORED AT NO ADDITIONAL COST TO THEOWNER.5. THE FOLLOWING NOTES ARE PROVIDED AS A SUMMARY REFERENCE FOR THE CONTRACTOR ONLY. THE REQUIREMENTS IN THEFULL SPECIFICATIONS FOR THE PROJECT SHALL BE FOLLOWED BY THE CONTRACTOR. IN THE EVENT OF A CONFLICT BETWEENTHE DRAWINGS AND THE SPECIFICATIONS, THE ENGINEER SHALL DETERMINE THE CORRECT REQUIREMENTS.SEQUENCE FOR INSTALLATION OF TEMPORARY EROSION CONTROL MEASURES:1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED AS INDICATED ON THESE PLANS OR AS REQUIRED BYTHE OWNER'S REPRESENTATIVE.2. THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED AT ANY ONE TIME.3. EROSION CONTROL BARRIERS ARE TO BE MAINTAINED AND CLEANED UNTIL ALL AREAS HAVE BEEN ADEQUATELY STABILIZED.4. THE TEMPORARY AND PERMANENT STORMWATER CONTROLS SHALL BE PERIODICALLY CLEANED OF SEDIMENT, OR ASREQUIRED BY THE OWNER'S REPRESENTATIVE. THE SEDIMENT WILL BE REMOVED TO A SECURE LOCATION SO AS TO PREVENTSILTATION OF NATURAL WATER WAYS.5. STRAW WATTLE FILLED WITH COMPOST MUST BE A MINIMUM TUBE DIAMETER OF 12 INCHES (300mm) FOR SLOPES UP TO 50 FEET(15.24m) IN LENGTH WITH A SLOPE RATIO OF 3H:1V OR STEEPER. LONGER SLOPES OF 3H:1V MAY REQUIRE LARGER TUBEDIAMETER OR ADDITIONAL COURSING OF FILTER TUBES TO CREATE A FILTER BERM. SILT SOCK TO BE MADE OFBIODEGRADABLE BURLAP. SILT SOCK TO BE SEDIMENT FILTERMITT OR APPROVED EQUAL. REFER TO MANUFACTURER'SRECOMMENDATIONS FOR INSTALLATION INSTRUCTIONS.6. INSTALL STRAW WATTLE ALONG CONTOURS AND PERPENDICULAR TO SHEET OR CONCENTRATED FLOW.7. CONFIGURE STRAW WATTLE AROUND EXISTING SITE FEATURES TO MINIMIZE SITE DISTURBANCE AND MAXIMIZE CAPTURE AREAOF STORMWATER RUN-OFF.8. DISTURBED AREAS SHALL BE SEEDED IMMEDIATELY OR AS SOON AS PRACTICABLE.9. EROSION CONTROL MEASURES SHALL BE REMOVED WHEN DISTURBED AREA IS STABILIZED.10. A CHECK LIST (PROVIDED BY THE OWNER'S REPRESENTATIVE) SHALL BE FILLED OUT BY THE CONTRACTOR EVERY WEEK ORAFTER EACH RAINFALL EVENT OF 1/2" OR GREATER AS NOTED ABOVE.ACProject:Drawing Title:Sheet Number:Rev Date DescriptionSeal:Scale:Designed By:Reviewed By:Checked By:Revisions:Date:Approved By:06.13.172017| WESTON & SAMPSON | THESE DRAWINGS ARE THE PROPERTY OF WESTON & SAMPSON AND MAY NOT BE SOLD, COPIED, OR USED IN ANY WAY WITHOUT OUR WRITTEN PERMISSIONAS SHOWNRWGRWGSPWFMR\\wse03.local\WSE\Projects\Private\Eversource Energy\MA Solar II\CAD\Solar Canopy\Site 60 - Yarmouth\G-1-Yarmouth_rev0_DRC.dwg06.13.17PROTECTION OF EXISTING PROPERTY:1. THE WORK SHALL BE EXECUTED IN SUCH A MANNER AS TO PREVENT ANY DAMAGE TO FACILITIES AT THE SITE AND ADJACENTPROPERTY AND EXISTING IMPROVEMENTS SUCH AS, BUT NOT LIMITED TO, STREETS, CURBS, PAVING, SERVICE UTILITY LINES,STRUCTURES, MONUMENTS, BENCH MARKS, OBSERVATION WELLS, AND OTHER PUBLIC OR PRIVATE PROPERTY. PROTECTEXISTING IMPROVEMENTS FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENTS, UNDERMINING, WASHOUT ANDOTHER HAZARDS CREATED BY EARTHWORK OPERATIONS.2. IN CASE OF ANY DAMAGE OR INJURY CAUSED IN THE PERFORMANCE OF THE WORK, THE CONTRACTOR SHALL, AT ITS OWNEXPENSE, MAKE GOOD SUCH DAMAGE OR INJURY TO THE SATISFACTION OF, AND WITHOUT COST TO, THE OWNER. EXISTINGROADS, SIDEWALKS, AND CURBS DAMAGED DURING THE PROJECT WORK SHALL BE REPAIRED OR REPLACED TO AT LEAST THECONDITION THAT EXISTED AT THE START OF OPERATIONS. THE CONTRACTOR SHALL REPLACE, AT HIS OWN COST, EXISTINGBENCHMARKS, OBSERVATION WELLS, MONUMENTS, AND OTHER REFERENCE POINTS WHICH ARE DISTURBED OR DESTROYED.3. BURIED DRAINAGE STRUCTURES AND PIPES, OBSERVATION WELLS, PIEZOMETERS, INCLUDING THOSE WHICH EXTEND LESSTHAN EIGHTEEN INCHES (18") ABOVE GRADE, WHICH ARE SUBJECT TO DAMAGE FROM CONSTRUCTION EQUIPMENT SHALL BECLEARLY MARKED TO INDICATE THE HAZARD. MARKERS SHALL INDICATE LIMITS OF DANGER AREAS, BY MEANS WHICH WILL BECLEARLY VISIBLE TO OPERATORS OF TRUCKS AND OTHER CONSTRUCTION EQUIPMENT, AND SHALL BE MAINTAINED AT ALLTIMES UNTIL COMPLETION OF PROJECT.DRAINAGE:1. THE CONTRACTOR SHALL PROVIDE, AT ITS OWN EXPENSE, ADEQUATE DRAINAGE FACILITIES TO COMPLETE ALL WORK ITEMS INAN ACCEPTABLE MANNER. DRAINAGE SHALL BE DONE IN A MANNER SO THAT RUNOFF WILL NOT ADVERSELY AFFECTCONSTRUCTION PROCEDURES NOR CAUSE EXCESSIVE DISTURBANCE OF UNDERLYING NATURAL GROUND OR ABUTTINGPROPERTIES.FROST PROTECTION AND SNOW REMOVAL:1. THE CONTRACTOR SHALL, AT ITS OWN EXPENSE, KEEP EARTHWORK OPERATIONS CLEAR AND FREE OF ACCUMULATIONS OFSNOW AS REQUIRED TO CARRY OUT THE WORK.2. THE CONTRACTOR SHALL PROTECT THE SUBGRADE BENEATH NEW STRUCTURES AND PIPES FROM FROST PENETRATION WHENFREEZING TEMPERATURES ARE EXPECTED.
200-FT. RIVERFRONTAREA (TYP.)PERENNIAL STREAM (TYP.)100-FT. RIVERFRONTAREA (TYP.)Project:Drawing Title:Sheet Number:Rev Date DescriptionSeal:Scale:Designed By:Reviewed By:Checked By:Revisions:Date:Approved By:06.13.172017| WESTON & SAMPSON | THESE DRAWINGS ARE THE PROPERTY OF WESTON & SAMPSON AND MAY NOT BE SOLD, COPIED, OR USED IN ANY WAY WITHOUT OUR WRITTEN PERMISSIONAS SHOWNRWGRWGSPWFMR\\wse03.local\WSE\Projects\Private\Eversource Energy\MA Solar II\CAD\Solar Canopy\Site 60 - Yarmouth\ES-Canopy-Yarmouth Existing Plans C-1-8_rev3.dwg06.13.170 80 160 240SCALE: 1" = 80'PLAN REFERENCES:1. "PLAN OF A PORTION OF YARMOUTH ROAD AS DEFINEDBY THE COUNTY COMMISSIONERS", SCALE 1"=40',DATED FEBRUARY 6, 1948, SHEETS 1 & 2.2. "PLAN OF LAND IN YARMOUTH" BEARSE &KELLOGG-CIVIL ENGINEERS, DECEMBER 21, 1955, LANDCOURT NO. 26415A.3. "SUBDIVISION PLAN OF LAND IN YARMOUTH SMC,SURVEYING AND MAPPING CONSULTANTS,SURVEYORS" DATED JULY 20, 1998, MAY 19, 1999, LANDCOURT NO. 37201B, SHEETS 1 & 2.4. "PLAN OF LAND IN YARMOUTH" McGLONE ENGINEERINGINC. ROBERT G. McGLONE, SURVEYOR, DATEDJANUARY 2, 1975, LAND COURT NO. 37201A, SHEETS 1 &2.5. "SUBDIVISION PLAN OF LAND IN YARMOUTH" DOWNCAPE ENGINEERING, INC., SURVEYORS, DATED JULY30, 2002, LAND COURT NO. 37202C.6. "SUBDIVISION PLAN OF LAND IN YARMOUTH" DOWNCAPE ENGINEERING, INC., SURVEYORS, DATEDOCTOBER 10, 2003, LAND COURT NO. 37202D.7. "SUBDIVISION PLAN OF LAND IN YARMOUTH" ROBERTG. McGLONE, SURVEYOR, DATED NOVEMBER 19, 1971,LAND COURT NO. 33983B, SHEETS 1-4.8. "PLAN OF LAND IN YARMOUTHY & BARNSTABLE"NEWELL B. SNOW, ENGINEER, DATED SEPTEMBER 4,1954, AUGUST 15, 1957, LAND COURT PLAN 25823A.9. "SUBDIVISION PLAN OF LAND IN YARMOUTH" ELDREGEENGINEERING CO., INC., SURVEYORS, DATED APRIL 24,1984, LAND COURT NO. 25823L.10. "1956 EXTENSION BARNSTABLE MUNICIPAL AIRPORTAND CLEARANCE ZONE N.E.-S.W. RUNWAY LAND INBARNSTABLE & YARMOUTH, MASS." SCALE 1"=100',DATED AUG. 1956, RECORDED IN BARNSTABLEREGISTRY OF DEEDS MAY 1, 1957.11. "FEDERAL AVIATION AGENCY EASTERN REGION NEWYORK, N.Y., HYANNIS, MASS. BARNSTABLE MUNICIPALAIRPORT A.L.S. R/W24 PLAN & PROFILE", DATED 6/5/61REVISED 7/28/61, RECORDED IN BARNSTABLEREGISTRY OF DEEDS SEPTEMBER 1, 1961.12. "EASEMENT PLAN OF LAND IN YARMOUTH FORROADWAY PURPOSES FOR THE TOWN OF YARMOUTH"SCALE 1"=60', DATED MARCH 4, 2004.13. "EASEMENT PLAN OF LAND IN YARMOUTH FOR THETOWN OF YARMOUTH" SCALE 1"=100', DATED MAY 18,1999.GENERAL NOTES:1. THE PROPERTY MARKERS DEPICTED ON THIS PLANARE BASED UPON AN ACTUAL FIELD SURVEYCONDUCTED BY VHB IN APRIL 2017.2. THIS EXISTING CONDITIONS DEPICTED ON THIS PLANWERE DEVELOPED FROM A COMBINED EFFORT OFAERIAL PHOTOGRAMMETRIC MAPPING BY AEROTECHINTERNATIONAL, BASED OFF AERIAL PHOTOGRAPHSTAKEN ON APRIL 4, 2017 AND AUGMENTED BY ANON-THE-GROUND SURVEY PERFORMED BY VHBDURING APRIL 2017.3. THIS SURVEY WAS PREPARED WITHOUT THE BENEFITOF A CURRENT TITLE COMMITMENT. ACCORDINGLY,ALL ENCUMBRANCES MAY NOT BE DEPICTED.4. THE LOCATIONS OF EXISTING UNDERGROUNDUTILITIES DEPICTED ON THIS PLAN ARE BASED ONFIELD OBSERVATIONS AND INFORMATION OF RECORD.THEY ARE NOT WARRANTED TO BE EXACTLY LOCATEDNOR IS IT WARRANTED THAT ALL UNDERGROUNDUTILITIES OR OTHER STRUCTURES ARE DEPICTED ONTHIS PLAN.5. HORIZONTAL DATUM IS BASED ON MASSACHUSETTSSTATE PLANE COORDINATE SYSTEM MAINLAND, NAD83. ELEVATIONS DEPICTED ON THIS PLAN REFER TOTHE NAVD OF 1988.NOTES:1. BASE LAYOUT DESIGN FROM VHB, INC. SURVEY PLAN,"YARMOUTH ELECTRIC SERVICE CENTER PROPERTY &TOPOGRAPHIC SURVEY", PROVIDED TO WESTON &SAMPSON AND USED BY PERMISSION FROM OWNER.2. NOTES ON THIS LAYOUT FROM VHB, INC. SURVEYPLAN, "YARMOUTH ELECTRIC SERVICE CENTERPROPERTY & TOPOGRAPHIC SURVEY", PROVIDED TOWESTON & SAMPSON AND USED BY PERMISSION FROMOWNER.
200-FT. RIVERFRONTAREA (TYP.)PERENNIAL STREAM (TYP.)100-FT. RIVERFRONTAREA (TYP.)Project:Drawing Title:Sheet Number:Rev Date DescriptionSeal:Scale:Designed By:Reviewed By:Checked By:Revisions:Date:Approved By:06.13.172017| WESTON & SAMPSON | THESE DRAWINGS ARE THE PROPERTY OF WESTON & SAMPSON AND MAY NOT BE SOLD, COPIED, OR USED IN ANY WAY WITHOUT OUR WRITTEN PERMISSIONAS SHOWNRWGRWGSPWFMR\\wse03.local\WSE\Projects\Private\Eversource Energy\MA Solar II\CAD\Solar Canopy\Site 60 - Yarmouth\ES-Canopy-Yarmouth Existing Plans C-1-8_rev3.dwg06.13.170 80 160 240SCALE: 1" = 80'NOTES:1. BASE LAYOUT DESIGN FROM VHB, INC. SURVEY PLAN,"YARMOUTH ELECTRIC SERVICE CENTER PROPERTY &TOPOGRAPHIC SURVEY", PROVIDED TO WESTON &SAMPSON AND USED BY PERMISSION FROM OWNER.
Project:Drawing Title:Sheet Number:Rev Date DescriptionSeal:Scale:Designed By:Reviewed By:Checked By:Revisions:Date:Approved By:06.13.172017| WESTON & SAMPSON | THESE DRAWINGS ARE THE PROPERTY OF WESTON & SAMPSON AND MAY NOT BE SOLD, COPIED, OR USED IN ANY WAY WITHOUT OUR WRITTEN PERMISSIONAS SHOWNRWGRWGSPWFMR\\wse03.local\WSE\Projects\Private\Eversource Energy\MA Solar II\CAD\Solar Canopy\Site 60 - Yarmouth\ES-Canopy-Yarmouth Existing Plans C-1-8_rev3.dwg06.13.170 80 160 240SCALE: 1" = 80'NOTES:1. BASE LAYOUT DESIGN FROM VHB, INC. SURVEY PLAN,"YARMOUTH ELECTRIC SERVICE CENTER PROPERTY &TOPOGRAPHIC SURVEY", PROVIDED TO WESTON &SAMPSON AND USED BY PERMISSION FROM OWNER.2. PROPOSED FOOTING LOCATIONS TO AVOID CONFLICTWITH EXISTING UNDERGROUND UTILITIES.
LIMIT OFPROPOSEDWORK (TYP.)EXISTING UTILITY POLES/LIGHTINGFIXTURES/OVERHEAD WIRES TO BEREMOVED WITHIN THE LIMIT OFPROPOSED WORK (TYP. 10 PLACES)EXISTING UTILITY POLES/LIGHTINGFIXTURES/OVERHEAD WIRES OUTSIDEOF THE LIMITS OF PROPOSED WORKTO REMAIN (TYP.)LIMIT OFPROPOSEDWORK (TYP.)PROPERTYLINE (TYP.)PROPERTYSETBACKLINE (TYP.)Project:Drawing Title:Sheet Number:Rev Date DescriptionSeal:Scale:Designed By:Reviewed By:Checked By:Revisions:Date:Approved By:06.13.172017| WESTON & SAMPSON | THESE DRAWINGS ARE THE PROPERTY OF WESTON & SAMPSON AND MAY NOT BE SOLD, COPIED, OR USED IN ANY WAY WITHOUT OUR WRITTEN PERMISSIONAS SHOWNRWGRWGSPWFMR\\wse03.local\WSE\Projects\Private\Eversource Energy\MA Solar II\CAD\Solar Canopy\Site 60 - Yarmouth\ES-Canopy-Yarmouth Existing Plans C-1-8_rev3.dwg06.13.170 40 80 120SCALE: 1" = 40'NOTES:1. BASE LAYOUT DESIGN FROM VHB, INC. SURVEY PLAN,"YARMOUTH ELECTRIC SERVICE CENTER PROPERTY &TOPOGRAPHIC SURVEY", PROVIDED TO WESTON &SAMPSON AND USED BY PERMISSION FROM OWNER.
EXISTING CATCHBASIN (TYP.)EXISTINGSTORMWATERBASINEXISTING STORMWATERFLOW PATH (TYP.)200-FT. RIVERFRONTAREA (TYP.)100-FT. RIVERFRONTAREA (TYP.)PERENNIALSTREAMEDGE OFPAVEMENT(TYP.)EXISTINGWOODS(TYP.)EXISTINGPAVEMENT(TYP.)WETLANDSProject:Drawing Title:Sheet Number:Rev Date DescriptionSeal:Scale:Designed By:Reviewed By:Checked By:Revisions:Date:Approved By:06.13.172017| WESTON & SAMPSON | THESE DRAWINGS ARE THE PROPERTY OF WESTON & SAMPSON AND MAY NOT BE SOLD, COPIED, OR USED IN ANY WAY WITHOUT OUR WRITTEN PERMISSIONAS SHOWNRWGRWGSPWFMR\\wse03.local\WSE\Projects\Private\Eversource Energy\MA Solar II\CAD\Solar Canopy\Site 60 - Yarmouth\ES-Canopy-Yarmouth Existing Plans C-1-8_rev3.dwg06.13.170 40 80 120SCALE: 1" = 40'NOTES:1. BASE LAYOUT DESIGN FROM VHB, INC. SURVEY PLAN,"YARMOUTH ELECTRIC SERVICE CENTER PROPERTY &TOPOGRAPHIC SURVEY", PROVIDED TO WESTON &SAMPSON AND USED BY PERMISSION FROM OWNER.2. PROPOSED POST DEVELOPMENT CONDITIONSASSUME NO ADVERSE IMPACT TO THE EXISTINGSTORMWATER MANAGEMENT SYSTEMS.3. TOPOGRAPHIC CONTOURS IN 1-FOOT INTERVALS.MATCHLINE: SEE SHEET C-6
EXISTING STORMWATER BASINEXISTING FOREBAY200-FT. RIVERFRONTAREA (TYP.)PERENNIALSTREAM (TYP.)100-FT. RIVERFRONTAREA (TYP.)EDGE OFPAVEMENT(TYP.)EXISTINGPAVEMENT(TYP.)EDGE OFWOODS(TYP.)EXISTINGWOODS(TYP.)EXISTINGWOODS(TYP.)Project:Drawing Title:Sheet Number:Rev Date DescriptionSeal:Scale:Designed By:Reviewed By:Checked By:Revisions:Date:Approved By:06.13.172017| WESTON & SAMPSON | THESE DRAWINGS ARE THE PROPERTY OF WESTON & SAMPSON AND MAY NOT BE SOLD, COPIED, OR USED IN ANY WAY WITHOUT OUR WRITTEN PERMISSIONAS SHOWNRWGRWGSPWFMR\\wse03.local\WSE\Projects\Private\Eversource Energy\MA Solar II\CAD\Solar Canopy\Site 60 - Yarmouth\ES-Canopy-Yarmouth Existing Plans C-1-8_rev3.dwg06.13.170 40 80 120SCALE: 1" = 40'NOTES:1. BASE LAYOUT DESIGN FROM VHB, INC. SURVEY PLAN,"YARMOUTH ELECTRIC SERVICE CENTER PROPERTY &TOPOGRAPHIC SURVEY", PROVIDED TO WESTON &SAMPSON AND USED BY PERMISSION FROM OWNER.2. PROPOSED POST DEVELOPMENT CONDITIONSASSUME NO ADVERSE IMPACT TO THE EXISTINGSTORMWATER MANAGEMENT SYSTEMS.3. TOPOGRAPHIC CONTOURS IN 1-FOOT INTERVALS.MATCHLINE: SEE SHEET C-5
EXISTING UTILITY POLES/OVERHEADWIRES TO BE REMOVED WITHIN THELIMIT OF PROPOSED WORK (TYP.)CONVERT OVERHEADFEEDER TO UNDERGROUNDDEMOLISHEXISTINGBUILDINGLIMIT OFPROPOSEDWORK (TYP.)LIMIT OFPROPOSEDWORK (TYP.)EXISTING UTILITY POLES/LIGHTINGFIXTURES/OVERHEAD WIRES TO BEREMOVED WITHIN THE LIMIT OFPROPOSED WORK (TYP. 10 PLACES)PROPERTYLINE (TYP.)PROPERTYSETBACKLINE (TYP.)Project:Drawing Title:Sheet Number:Rev Date DescriptionSeal:Scale:Designed By:Reviewed By:Checked By:Revisions:Date:Approved By:06.13.172017| WESTON & SAMPSON | THESE DRAWINGS ARE THE PROPERTY OF WESTON & SAMPSON AND MAY NOT BE SOLD, COPIED, OR USED IN ANY WAY WITHOUT OUR WRITTEN PERMISSIONAS SHOWNRWGRWGSPWFMR\\wse03.local\WSE\Projects\Private\Eversource Energy\MA Solar II\CAD\Solar Canopy\Site 60 - Yarmouth\ES-Canopy-Yarmouth Existing Plans C-1-8_rev3.dwg06.13.170 40 80 120SCALE: 1" = 40'NOTES:1. BASE LAYOUT DESIGN FROM VHB, INC. SURVEY PLAN,"YARMOUTH ELECTRIC SERVICE CENTER PROPERTY &TOPOGRAPHIC SURVEY", PROVIDED TO WESTON &SAMPSON AND USED BY PERMISSION FROM OWNER.
LOUVERED CARPORT (D)LONG-SPAN CARPORT (A)LONG-SPAN CARPORT (B)LONG-SPAN CARPORT (C)CARPORT FOOTING (TYP.)SEE SHEET D-1 FORLOUVERED CARPORTDETAILS±126'(29° TILT)±153'(25° TILT)±180'(15° TILT)±459'±179'±60'±60'±60'RACKINGTYPE (TYP.)±139'SEE SHEET D-1 FORLONG-SPAN CARPORT DETAILS±69' SIDE YARD SETBACK±42' FRONTYARD SETBACK±400' SIDE YARD SETBACK±469' SIDE YARD SETBACK±99' FRONT YARD SETBACKPROPOSEDEQUIPMENT PADLOCATIONPROPOSED POINT OFINTERCONNECTION TOEXISTING THREE PHASEDISTRIBUTION CIRCUITPROPOSEDEQUIPMENT PADLOCATIONPROPOSED POINT OFINTERCONNECTION TOEXISTING THREE PHASEDISTRIBUTION CIRCUITProject:Drawing Title:Sheet Number:Rev Date DescriptionSeal:Scale:Designed By:Reviewed By:Checked By:Revisions:Date:Approved By:06.13.172017| WESTON & SAMPSON | THESE DRAWINGS ARE THE PROPERTY OF WESTON & SAMPSON AND MAY NOT BE SOLD, COPIED, OR USED IN ANY WAY WITHOUT OUR WRITTEN PERMISSIONAS SHOWNRWGRWGSPWFMR\\wse03.local\WSE\Projects\Private\Eversource Energy\MA Solar II\CAD\Solar Canopy\Site 60 - Yarmouth\ES-Canopy-Yarmouth Proposed Plans.dwg06.13.17080160240SCALE: 1" = 80'NOTES:1. PROPOSED SYSTEM INCLUDES:2. FINAL COMPONENTS AND CONFIGURATION SUBJECT TO CHANGE BASED ON FINALENGINEERED DESIGN AND EXISTING SITE CONDITIONS.3. BASE LAYOUT DESIGN FROM VHB, INC. SURVEY PLAN, "YARMOUTH ELECTRICSERVICE CENTER PROPERTY & TOPOGRAPHIC SURVEY", PROVIDED TO WESTON &SAMPSON AND USED BY PERMISSION FROM OWNER.4. PV SYSTEM LAYOUT IS CONCEPTUAL AND FOR PERMITTING PURPOSES ONLY.ARRAY LAYOUT SUBJECT TO CHANGE BASED ON FINAL ENGINEERED DESIGN.5. FOOTING LOCATIONS ARE SHOWN FOR CONCEPTUAL PURPOSES ONLY. FINALFOOTING LOCATIONS SHALL AVOID CONFLICT WITH EXISTING UNDERGROUNDAND OVERHEAD UTILITY STRUCTURES.6. BASE LAYOUT DESIGN FROM RBI SOLAR PRELIMINARY LAYOUT DATED 6-7-17,PROVIDED TO WESTON & SAMPSON AND USED BY PERMISSION FORM OWNER.SOLAR PHOTOVOLTAIC (PV) SYSTEM DESCRIPTIONSYSTEM SIZE (@ STC)±1,255.2 kW (DC)MODULE 400 WATTTILT ANGLESEE CARPORT INFORMATION TABLE (THIS SHEET)AZIMUTHSEE CARPORT INFORMATION TABLE (THIS SHEET)CARPORT TYPESEE CARPORT INFORMATION TABLE (THIS SHEET)CARPORT INFORMATION TABLE*CARPORT CARPORT TYPELENGTH (FT.) WIDTH (FT.) TILT (DEGREES) AZIMUTH (DEGREES) SYSTEM SIZE (kW) DCFOUNDATIONS QTY.A LONG-SPAN±179 ±609 210±194.48B LONG-SPAN±179 ±607210±194.48C LONG-SPAN±179 ±606 210±194.48D LOUVERED±459 ±13915, 25 AND 29210±67245CARPORT INFORMATION TABLE NOTES:*PROPOSED DIMENSIONS AND QUANTITIES ARE APPROXIMATE AND SUBJECT TO CHANGE BASED ON FINAL ENGINEERED DESIGN. FINAL PROPOSED SETBACKS AND DIMENSIONSSHALL BE DESIGNED TO MEET MINIMUM ZONING REQUIREMENTS.BUSINESS (B3) NOTES:*SETBACKS AND QUANTITIES FROM TABLE 203.5-TABLE OF DIMENSIONAL REQUIREMENTS (A), FROM THE TOWN OF YARMOUTHZONING BYLAWS (AMENDED THROUGH MAY 7, 2016).**SETBACKS AND DIMENSIONS ARE APPROXIMATE AND SUBJECT TO CHANGE BASED ON FINAL ENGINEERED DESIGN. FINALPROPOSED SETBACKS AND DIMENSIONS SHALL BE DESIGNED TO MEET MINIMUM ZONING REQUIREMENTS.BUSINESS (B3) ZONING TABLE (SEE NOTE 1)MAP / LOT: -73 / 8 73 / 10.1.1 73 / 11REGULATION REQUIREMENTS (ZONE B3)EXISTING PROPOSEDEXISTINGPROPOSED EXISTING PROPOSEDMIN. LOT AREA (SQ. FT.):40,000*±48,000 ±48,000 ±1,374,085±1,374,085±267,019 ±267,019MIN. LOT AREA (ACRES):0.9183*±1.10193 ±1.1019331.5447 31.5447±6.12991 ±6.12991MAX. BUILDING COVERAGE (%):35%*±16.93N/A±4.63 ±6.38N/A±20.20BUILDING COVERAGE (SQ. FT.):N/A±8,126 ±25,675 ±63,673 ±87,644N/A±53,916MAX. IMPERVIOUS COVERAGE (%):70%*±46.92 ±46.95 ±31.71 ±31.72 ±24.95 ±24.97IMPERVIOUS COVERAGE (SQ. FT.):N/A±22,521 ±22,536 ±435,781 ±435,810 ±66,605 ±66,662MIN. FRONT YARD SETBACK (FT.):30*N/A N/A±99 ±99N/A±42**MIN. SIDE YARD SETBACK (FT.):10*N/A N/A±69 ±69N/A±400**MIN. REAR YARD SETBACK (FT.):30*±469 ±469 ±469 ±469N/A N/A
Project:Drawing Title:Sheet Number:Rev Date DescriptionSeal:Scale:Designed By:Reviewed By:Checked By:Revisions:Date:Approved By:06.13.172017| WESTON & SAMPSON | THESE DRAWINGS ARE THE PROPERTY OF WESTON & SAMPSON AND MAY NOT BE SOLD, COPIED, OR USED IN ANY WAY WITHOUT OUR WRITTEN PERMISSIONAS SHOWNRWGRWGSPWFMR\\wse03.local\WSE\Projects\Private\Eversource Energy\MA Solar II\CAD\Solar Canopy\Site 60 - Yarmouth\ES-Canopy-Yarmouth Proposed Lighting Plan.dwg06.13.1704080120SCALE: 1" = 40'NOTES:1. BASE LAYOUT DESIGN FROM VHB, INC. SURVEY PLAN,"YARMOUTH ELECTRIC SERVICE CENTER PROPERTY &TOPOGRAPHIC SURVEY", PROVIDED TO WESTON &SAMPSON AND USED BY PERMISSION FROM OWNER.2. LIGHTING CUT-SHEETS FROM RAB LIGHTING, INC.3. PROPOSED LIGHTING FIXTURES TO BE INSTALLED PERTHE MANUFACTURER'S INSTALLATION INSTRUCTIONS.4. ALL PROPOSED EXTERIOR LIGHTING TO BEENERGIZED/DE-ENERGIZED WITHIN THE TOWNSPECIFIED TIME FRAME.5. TECHNICAL CHARACTERISTICS OF EXTERIOR LIGHTINGTO SATISFY MINIMUM TOWN REQUIREMENTS.EXTERIOR LEDLIGHTINGFIXTURE (TYP.)EXTERIOR LEDLIGHTINGFIXTURE (TYP.)
Project:Drawing Title:Sheet Number:Rev Date DescriptionSeal:Scale:Designed By:Reviewed By:Checked By:Revisions:Date:Approved By:06.13.172017| WESTON & SAMPSON | THESE DRAWINGS ARE THE PROPERTY OF WESTON & SAMPSON AND MAY NOT BE SOLD, COPIED, OR USED IN ANY WAY WITHOUT OUR WRITTEN PERMISSIONAS SHOWNRWGRWGSPWFMR\\wse03.local\WSE\Projects\Private\Eversource Energy\MA Solar II\CAD\Solar Canopy\Site 60 - Yarmouth\ES-Canopy-Yarmouth Proposed Plans.dwg06.13.170 40 80 120SCALE: 1" = 40'VANTAGE POINTVEGETATIVE SCREENINGALONG WILLOW STREET(SEE SHEET L-1 FORARTISTIC RENDERINGS)VANTAGE POINTPLANT SCHEDULEBOTANICAL COMMON ABBREVIATIONMATURE GROWTH HEIGHT (FT.) SPREAD (FT.)NUMBER OF PLANTINGSACER CAMPESTRE HEDGE MAPLE AC20-30 20-30 16PICEA PUNGENS 'FAT ALBERT' COLORADO BLUE SPRUCE PP10-15 7-1027TAXUS BACCATA ENGLISH YEW TB 46-8 9ROSA RUGOSA BEACH ROSE RR 2-44-6 13JUNIFEROUS HORIZONTAUS'BLUE CHIP'HORIZONTAL JUNIPERJH1-26-8 6LANDSCAPING NOTES:1. LANDSCAPE BUFFER DESIGN TO COMPLY WITH THE SITING STRATEGIES LISTED IN SECTION 9 OF THEYARMOUTH ARCHITECTURAL AND SITE DESIGN STANDARDS (REVISED JANUARY 19, 2011).2. AESTHETIC IMPACTS FROM PROPOSED CONDITIONS TO BE MITIGATED WITH VEGETATIVE SCREENING.3. VEGETATION WITHIN LANDSCAPED ISLANDS TO INCLUDE A VARIETY OF TREES, SHRUBS ANDGROUNDCOVER AT VARIED HEIGHTS.4. VEGETATION MAY INCLUDE A MIX OF NATIVE AND NON-NATIVE PLANT SPECIES.5. PLANT SPECIES TO BE CLIMATE HARDY, SALT RESISTANT, DEER RESISTANT AND NON-INVASIVE.6. TREE PLANTINGS TO BE A MIX OF DECIDUOUS CANOPY-TYPE HARDWOOD AND EVERGREEN SPECIES.7. TREES TO HAVE A CALIPER MEASUREMENT OF 3-INCHES (MINIMUM) AT PLANTING.8. SHRUBS TO HAVE A GROWTH HEIGHT OF 4-FEET (MAXIMUM).9. SHRUB PLANTINGS TO BE A MIX OF DECIDUOUS AND EVERGREEN SPECIES AND SHOULD INCLUDEGROUNDCOVER FOR PROPER GROWTH, IF NEEDED.10. TREES WITHIN LANDSCAPED ISLANDS AND STRIPS TO CONTAIN AN AREA OF AT LEAST 50 SQUARE FEET.11. THE MINIMUM WIDTH OF 6-FEET FOR LANDSCAPED ISLANDS AND STRIPS IS REQUIRED FOR TREE PLANTINGS.GENERAL NOTES:1. BASE LAYOUT DESIGN FROM VHB, INC. SURVEY PLAN, "YARMOUTH ELECTRIC SERVICE CENTER PROPERTY &TOPOGRAPHIC SURVEY", PROVIDED TO WESTON & SAMPSON AND USED BY PERMISSION FROM OWNER.SEE SHEET L-1SEE SHEET L-1JH 'BWE CHIP'PP 'FAT ALBERT'(4 COUNT)RRJH 'BWE CHIP'RRTBTBTBTBRRRRRRJH 'BWE CHIP'PP 'FAT ALBERT'(2 COUNT)AC (3 COUNT)ACPP 'FAT ALBERT'(3 COUNT)AC (3 COUNT)AC (3 COUNT)RRPP 'FAT ALBERT'(3 COUNT)PP 'FAT ALBERT'(2 COUNT)JH 'BWE CHIP'JH 'BWE CHIP'TBTBRRRRRRAC (3 COUNT)PP 'FAT ALBERT'(2 COUNT)PP 'FAT ALBERT'(2 COUNT)JH 'BWE CHIP'RRTBRRTBRRTBPP 'FAT ALBERT'(3 COUNT)PP 'FAT ALBERT'(6 COUNT)RRAC (3 COUNT)
SEE NOTE 329° TILT ANGLEPV MODULE MOUNTINGBRACKET (TYP.)PV MODULE (TYP.)ELEVATED (OPTIONAL)CONCRETE PIER (TYP.)COLUMN (TYP.)SEE NOTE 325° TILT ANGLEPV MODULE (TYP.)ELEVATED (OPTIONAL)CONCRETE PIER (TYP.)COLUMN (TYP.)PV MODULE MOUNTINGBRACKET (TYP.)GRADE (TYP.)GRADE (TYP.)PURLIN (TYP.)PURLIN (TYP.)±14-FT.±20-FT.±14-FT.±20-FT.SEE NOTE 5SEE NOTE 5GRADE (TYP.)ANCHOR BOLT (TYP.)NON-SHRINK GROUTTOP OF MAT FOUNDATIONCOLUMN (TYP.)3' (TYP.)3' (TYP.)ELEVATED (OPTIONAL)CONCRETE PIER (TYP.)VARIES (10'-15' (TYP.))SEE NOTE 5Project:Drawing Title:Sheet Number:Rev Date DescriptionSeal:Scale:Designed By:Reviewed By:Checked By:Revisions:Date:Approved By:06.13.172017| WESTON & SAMPSON | THESE DRAWINGS ARE THE PROPERTY OF WESTON & SAMPSON AND MAY NOT BE SOLD, COPIED, OR USED IN ANY WAY WITHOUT OUR WRITTEN PERMISSIONAS SHOWNRWGRWGSPWFMR\\wse03.local\WSE\Projects\Private\Eversource Energy\MA Solar II\CAD\Solar Canopy\Site 60 - Yarmouth\7-D-1-2-Yarmouth_rev2.dwg06.13.17NOTES:1. FOUNDATION DESIGN TO BE DETERMINEDTHROUGH GEOTECHNICAL AND STRUCTURALANALYSIS.2. FOUNDATIONS TO AVOID CONFLICT WITHUNDERGROUND UTILITIES.3. FINAL COMPONENTS AND CONFIGURATIONSUBJECT TO CHANGE BASED ON FINALENGINEERED DESIGN.4. ALL DIMENSIONS AND QUANTITIES ARECONCEPTUAL AND APPROXIMATE.5. COLUMN DEPTH AND FREQUENCY TO BEDETERMINED THROUGH GEOTECHNICAL ANDSTRUCTURAL DESIGN/ANALYSIS.NOTES:1. FINAL COMPONENTS AND CONFIGURATION SUBJECT TOCHANGE BASED ON FINAL ENGINEERED DESIGN.2. ALL DIMENSIONS AND QUANTITIES ARE CONCEPTUALAND APPROXIMATE.3. COLUMN DEPTH AND FREQUENCY TO BE DETERMINEDTHROUGH GEOTECHNICAL AND STRUCTURALDESIGN/ANALYSIS.4. FOUNDATIONS TO AVOID CONFLICT WITHUNDERGROUND UTILITIES.NOTES:1. FINAL COMPONENTS AND CONFIGURATION SUBJECT TO CHANGEBASED ON FINAL ENGINEERED DESIGN.2. ALL DIMENSIONS AND QUANTITIES ARE CONCEPTUAL ANDAPPROXIMATE.3. COLUMN DEPTH AND FREQUENCY TO BE DETERMINED THROUGHGEOTECHNICAL AND STRUCTURAL DESIGN/ANALYSIS.4. FOUNDATIONS TO AVOID CONFLICT WITH UNDERGROUND UTILITIES.5. ROW SPACING VARIES BASED ON THE PANEL TILT ANGLE.
Project:Drawing Title:Sheet Number:Rev Date DescriptionSeal:Scale:Designed By:Reviewed By:Checked By:Revisions:Date:Approved By:06.13.172017| WESTON & SAMPSON | THESE DRAWINGS ARE THE PROPERTY OF WESTON & SAMPSON AND MAY NOT BE SOLD, COPIED, OR USED IN ANY WAY WITHOUT OUR WRITTEN PERMISSIONAS SHOWNRWGRWGSPWFMR\\wse03.local\WSE\Projects\Private\Eversource Energy\MA Solar II\CAD\Solar Canopy\Site 60 - Yarmouth\7-D-1-2-Yarmouth_rev2.dwg06.13.173-4 FT.3-4 FT.CONCRETE BLOCKS ORSAND BAGS MAY BEUTILIZED ASALTERNATIVES TOSTAKES (TYP.)NOTE:1. SILT SOCK TO BE INSTALLED PER MANUFACTURERS REQUIREMENTSAND IMPLEMENTED AS DETERMINED BY THE ENGINEER.WOODEN STAKE (TYP.)NOTE:1. CATCH BASIN INLET PROTECTION TO BE INSTALLED PERTHE MANUFACTURERS REQUIREMENTS AND IMPLEMENTEDAS DETERMINED BY THE ENGINEER.CATCH BASIN GRATE1" REBAR FOR BAGREMOVAL FROM INLETOPTIONAL OVERFLOWSILTSACKDUMP LOOPSEXISTING CATCH BASINEXPANSIONRESTRAINTSIDE VIEW
Project:Drawing Title:Sheet Number:Rev Date DescriptionSeal:Scale:Designed By:Reviewed By:Checked By:Revisions:Date:Approved By:06.13.172017| WESTON & SAMPSON | THESE DRAWINGS ARE THE PROPERTY OF WESTON & SAMPSON AND MAY NOT BE SOLD, COPIED, OR USED IN ANY WAY WITHOUT OUR WRITTEN PERMISSIONAS SHOWNRWGRWGSPWFMR\\wse03.local\WSE\Projects\Private\Eversource Energy\MA Solar II\CAD\Solar Canopy\Site 60 - Yarmouth\L-1-Yarmouth_rev0.dwg06.13.17PROPOSED CONDITIONSSCALE: N.T.S.NOTE: VANTAGE POINT OFF OFWILLOW STREET LOOKING SOUTHTOWARDS THE LOUVEREDLONG-SPAN CARPORT.PROPOSED CONDITIONSSCALE: N.T.S.NOTE: VANTAGE POINT OFF OFWILLOW STREET LOOKING NORTHTOWARDS THE LOUVEREDLONG-SPAN CARPORT.PROPOSED CONDITIONSSCALE: N.T.S.NOTE: VANTAGE POINT OFF OFWILLOW STREET LOOKING SOUTHTOWARDS THE LOUVEREDLONG-SPAN CARPORT.PROPOSED CONDITIONSSCALE: N.T.S.NOTE: VANTAGE POINT OFF OFWILLOW STREET LOOKING NORTHTOWARDS THE LOUVEREDLONG-SPAN CARPORT.