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2018.09.10 R1 Syncarpha Northampton Plans Reduced.pdfPROJECT PARCEL SITE CITY OF NORTHAMPTON ASSESSOR'S MAP DATA TAX MAP PARCEL 42,49 012 INDEX SHEET I.D. TITLE LAST REVISED CO.0 COVER SHEET 2018.09.10 CO.1 GENERAL NOTES AND LEGEND 2018.08.17 C1.0 ALTA/NSPS LAND TITLE SURVEY OF PLAN OF LAND 2018.05.31 C1.1 PLAN OF LAND 2018.08.08 C1.2 PROJECT VICINITY PLAN 2018.08.17 C1.3 PROJECT SITE EXISTING CONDITIONS PLAN 2018.08.17 C2.0 SITE PLAN 2018.09.10 C3.0 GRADING AND DRAINAGE PLAN 2018.09.10 C4.0 EROSION AND SEDIMENTATION CONTROL PLAN 2018.09.10 C5.0 ROADWAY PROFILES 2018.09.10 C6.0 ROADWAY CROSSING PLAN AND SECTION 2018.08.17 C7.0 SITE DETAILS 2018.09.10 C7.1 EROSION CONTROL AND STORMWATER DETAILS 2018.08.17 C7.2 EROSION CONTROL AND STORMWATER DETAILS 2018.08.17 C7.3 SOLAR DETAILS 2018.08.17 C7.4 SOLAR DETAILS 2018.08.17 o9 -A1 x-11Tl: Ill►11►If, :1i1 1 ANR SUBDIVISION PLANNING BOARD NORTHAMPTON CITY HALL 210 MAIN STREET ROOM #11 NORTHAMPTON MA, 01060 ATTN: WAYNE FEIDEN ZONING PERMIT BUILDING DEPARTMENT NORTHAMPTON CITY HALL 212 MAIN STREET NORTHAMPTON MA, 01060 ATTN: LOUIS HASBROUCK STORMWATER MANAGEMENT PERMIT CITY OF NORTHAMPTON DEPARTMENT OF PUBLIC WORKS 125 LOCUST STREET NORTHAMPTON, MA 01060 ATTN: DONNA LASCALEIA SITE PLAN REVIEW CITY OF NORTHAMPTON PLANNING & SUSTAINABILITY NORTHAMPTON CITY HALL 210 MAIN STREET ROOM #11 NORTHAMPTON MA, 01060 ATTN: WAYNE FEIDEN NOTICE OF INTENT (NOI) CITY OF NORTHAMPTON CONSERVATION COMMISSION NORTHAMPTON CITY HALL 210 MAIN STREET ROOM #11 NORTHAMPTON MA, 01060 ATTN: SARAH LAVALLEY BUILDING PERMIT BUILDING DEPARTMENT NORTHAMPTON CITY HALL 212 MAIN STREET ROOM # NORTHAMPTON MA, 01060 ATTN: LOUIS HASBROUCK • - wk APPLICANT SYNCARPHA SOLAR, LLC 250 W. 57TH STREET, SUITE 702 NEW YORK, NY 20107 T.212.419.4840 ATTN: KEITH AKERS P, Ulu Biel :1 uc_ Q'_ 01%mik "T I 1 [01 "T I SYNCARPHA NORTHHAMPTON 'IN .-D)ARK HILL R4, NORTHAMPTON, MASSACHUSETTS AUGUST 17, 2018 *1WN ER ,9z JKB FARMS, INC. 41 SCHOOL STREET HATFIELD MA, 01038 SCALE 1"=500' CIVIL ENGINEER BEADS ASSOCIATES, INC. 2 PARK PLAZA SUITE 200 BOSTON, MA 02116 7.617.242.1120 Inulogg-1�. 216 PLEASANT ST. SUITE 302 EASTHAMTPON, MA 01027 T.413.203.5144 COPYRIGHT © BY BEALS ASSOCIATES INC. - ALL RIGHTS RESERVED PATH:H:\C-991.02 Northampton\Autocad\2018.09 Revised per Town Comments\Cover Sheet and General Notes.dwg a L a) Cn a� U Ui CU 0 0 Cn CD U) co a) M GENERAL NOTES: 1. NO DRAWINGS ISSUED ELECTRONICALLY SHALL BE USED FOR CONSTRUCTION PURPOSES. ALL ELECTRONIC MEDIA IS PROVIDED OUT OF COURTESY ONLY AND MAY NOT BE USED FOR PUBLICATION, DISTRIBUTION OR ADAPTATION WITHOUT EXPRESS WRITTEN CONSENT FROM BEALS ASSOCIATES, INC. 2. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY ROADWORK OR MUNICIPAL CONSTRUCTION. 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR THE ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, SURVEY INFORMATION BY THE PROJECT SURVEYOR, AND MEASUREMENTS TAKEN IN THE FIELD WHERE POSSIBLE. THIS INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AND DIGSAFE (1 -888 -DIG -SAFE) AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF PUBLIC WORKS TO MARK OUT ALL TOWN OWNED UTILITIES 72 HOURS PRIOR TO ANY CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN. THE CONTRACTOR SHALL NOT RELOCATE ANY TOWN OWNED UTILITY WITHOUT PRIOR APPROVAL OF THE DEPARTMENT OF PUBLIC WORKS. ALL UTILITY WORK WITHIN THE RIGHT OF WAY SHALL BE PERFORMED BY A LICENSED DRAIN LAYER UNDER THE SUPERVISION OF THE DEPARTMENT OF PUBLIC WORKS. 4. MAINTENANCE OF EROSION CONTROL MEASURES IS OF PARAMOUNT IMPORTANCE, AND THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION CONTROL MEASURES SHOWN ON THE PLANS. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED AS DEEMED NECESSARY BY ONSITE INSPECTIONS BY THE OWNER OR THEIR REPRESENTATIVES AND THE MUNICIPAL CODE ENFORCEMENT OFFICER AT NO ADDITIONAL COST TO THE OWNER. 5. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE TOWN SPECIFICATIONS, MASSACHUSETTS DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION STANDARDS, AWWA STANDARDS AND OTHER RELATED INDUSTRY STANDARDS. 6. THIS PROJECT IS SUBJECT TO ALL TERMS AND CONDITIONS OF ALL REGULATIONS ADMINISTERED BY THE MASSACHUSETTS ENVIRONMENTAL POLICY ACT, MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION, MASSACHUSETTS DEPARTMENT OF TRANSPORTATION, HIGHWAY DIVISION, LOCAL UTILITY COMPANIES AND MUNICIPAL OFFICIALS. 7. THE CONTRACTOR SHALL REVIEW ALL RELEVANT FEDERAL, STATE AND MUNICIPAL PERMITS ASSOCIATED WITH THIS PROJECT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CERTIFY THAT ALL RELEVANT REQUIREMENTS REGARDING CONSTRUCTION, TESTING, AND REPORTING OF THE PERMITS HAVE BEEN MET AND THE PROJECT HAS BEEN CONSTRUCTED IN COMPLIANCE WITH THESE PORTIONS OF THE PERMITS. 8. ALL SIGNAGE SHALL CONFORM TO THE STANDARDS FOR SIZE, HEIGHT, LOCATION, AND REFLECTIVITY SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION. 9. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO BE EXPLANATORY OF THE WORK TO BE COMPLETED AND OF EACH OTHER. SHOULD ANY OMISSION, ERROR, OR DISCREPANCIES APPEAR, THEY SHALL BE SUBJECT TO CORRECTION AND INTERPRETATION BY THE DESIGN ENGINEER, THEREBY DEFINING AND FULFILLING THE INTENT OF THE PLANS. 10. NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES IN THE DOCUMENTS. WORK THAT PROCEEDS WITHOUT NOTIFYING THE ENGINEER IS AT THE CONTRACTOR'S OWN RISK. COSTS OF ANY CHANGES REQUIRED BY THE ENGINEER OF SAID WORK SHALL BE SOLELY BORNE BY THE CONTRACTOR. 11. WHERE THE EXISTING UTILITIES ARE FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR AND THE INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. 12. ALL EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION ACTIVITIES. 13. ALL MATERIAL SCHEDULES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY. THE CONTRACTOR SHALL PREPARE HIS OWN MATERIAL SCHEDULES BASED ON HIS PLAN REVIEW. ALL SCHEDULES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO ORDERING MATERIALS OR PERFORMING WORK. 14. ALL WORK SHALL BE PERFORMED WITH THE HIGHEST STANDARDS OF THE INDUSTRY. 15. THE CONTRACTOR SHALL DISPOSE OF HAZARDOUS MATERIALS AND CONSTRUCTION BY-PRODUCTS IN COMPLIANCE WITH LOCAL, STATE, AND FEDERAL LAWS. 16. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE SITE CLEAR OF ACCUMULATED WASTE MATERIALS OR RUBBISH GENERATED BY THEIR ACTIVITIES. UPON COMPLETION OF WORK, ALL DEBRIS, SUPPLIES, AND EQUIPMENT SHALL BE REMOVED. 17. THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE ALL BASE BUILDING CONDITIONS PRIOR TO COMMENCING WORK. 18. PRIOR TO CONSTRUCTION, CONTRACTORS SHALL SUBMIT A JOB SCHEDULE TO BE DISCUSSED AND PERFORMED IN ACCORDANCE WITH TARGET DATES PROVIDED AND SUBJECT TO OWNER APPROVAL. 19. UNLESS OTHERWISE NOTED, WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 20. LATERAL DISTANCE TO ALL BUFFER ZONES AND CRITICAL AREAS TO BE VERIFIED PRIOR TO CONSTRUCTION ACTIVITIES. 21. AT THE PERIMETER OF NEW CONSTRUCTION ACTIVITIES, THE PROPOSED CONDITION SHALL MEET WITH THE EXISTING CONDITIONS UNLESS OTHERWISE NOTED. 22. AREAS OUTSIDE OF THE LIMIT OF WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 23. PROPOSED UTILITIES INSTALLED BY PRIVATE UTILITY COMPANIES, SUCH AS GAS, ELECTRIC AND TELEPHONE, SHALL BE SUBJECT TO ALTERATION AND ADJUSTMENT. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION COORDINATION WITH THE INSTALLERS. 24. UNLESS OTHERWISE NOTED, LOAM AND SEED ALL DISTURBED AREAS. 25. SEDIMENT DEPOSITED IN ANY DRAINAGE SYSTEM SHALL BE REMOVED BY THE CONTRACTOR UPON COMPLETION OF CONSTRUCTION ACTIVITIES. 26. EROSION AND SEDIMENTATION CONTROL DEVICES TO BE INSTALLED DOWN -GRADIENT OF THE LIMIT OF WORK AND/OR AS SHOWN ON THE PLANS AS NECESSARY. 27. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION. EROSION CONTROL SHALL DENOTE THE LIMIT OF WORK UNLESS OTHERWISE NOTED. 28. ALL PROPOSED WORK AND MATERIALS LOCATED WITHIN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE CITY/TOWN STANDARDS AND REGULATIONS. A STREET OPENING PERMIT SHALL BE OBTAINED FOR ALL SUCH WORK AS NECESSARY. 29. ALL DIMENSIONING UNLESS OTHERWISE NOTED IS TO THE FACE OF CURB, EDGE OF PAVEMENT OR FACE OF BUILDING. 30. ANY DISCREPANCIES IN EXISTING CONDITIONS WILL BE REPORTED BY THE CONTRACTOR TO THE DESIGN ENGINEER PRIOR TO ADDITIONAL CONSTRUCTION ACTIVITIES. 31. TOPOGRAPHY SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. 32. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE AVAILABLE AT THE CONSTRUCTION SITE. 33. ANY DAMAGE TO PUBLIC OR PRIVATE PROPERTY RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. 34. PROPERTY MARKERS AND STREET LINE MONUMENTS SHALL BE PROPERLY PROTECTED AT ALL TIMES DURING CONSTRUCTION TO ENSURE INTEGRITY. IF DISTURBED, THEY SHALL BE REPLACED BY A REGISTERED SURVEYOR AT THE CONTRACTOR'S EXPENSE. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE REQUIRED TO INSURE THE EFFECTIVENESS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES ARE OPTIMIZED. NOTE: FOR ALL GRADING ACTIVITIES, THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION NOT TO OVEREXPOSE THE SITE BY LIMITING THE DISTURBED AREA AND SHALL STABILIZE ANY STEEP SLOPES WITHIN 24 HOURS IF FINAL SLOPE GRADING AND STABILIZATION WILL NOT BE COMPLETED WITHIN 7 DAYS. ANY FINAL SLOPES SHALL HAVE THE SPECIFIED EROSION CONTROL MEASURES INSTALLED WITHIN 7 DAYS OF FINAL STABILIZATION. 1. THE LIMIT OF WORK LINE SHOWN ON THE APPROVED PLANS WILL BE CLEARLY MARKED WITH FLAGS AND STAKES. 2. INSTALL CONSTRUCTION ENTRANCE AND EROSION CONTROL MEASURES PRIOR TO OPERATING HEAVY EQUIPMENT ON THE SITE. 3. ANY AND ALL MATERIALS ASSOCIATED WITH THE CONSTRUCTION OF THE SOLAR ENERGY FACILITY SHALL BE STOCKPILED ON THE SITE. 4. CLEAR AND GRUB AREAS FOR ACCESS ROADS, EMBANKMENTS AND EQUIPMENT PADS. 5. SCARIFY AREAS FOR PANEL PLACEMENT AND OVER -SOW COVER CROP OF LOW -GROWING VEGETATION (I.E. ALFALFA, RED CLOVER, WHITE CLOVER, CROWN VETCH, HAIRY VETCH, BUCKWHEAT, AND BIRDSFOOT TREFOIL). 6. INSTALL CONSTRUCTION AND MAINTENANCE DRIVES AS SHOWN ON PLANS. 7. INSTALL 7 FOOT GALVANIZED CHAIN LINK FENCE (OR EQUAL) AS SHOWN ON PLANS. 8. INSTALL SUPPORTS FOR PHOTOVOLTAIC PANELS. 9. INSTALL PHOTOVOLTAIC PANELS. 10. CONSTRUCT ELECTRICAL CONDUIT CONNECTING PANEL ARRAYS. 11. CONSTRUCT INFRASTRUCTURE FOR THE COLLECTION OF ELECTRICITY GENERATED BY THE PHOTOVOLTAIC PANELS (I.E. INVERTERS AND TRANSFER STATION). 12. NO PESTICIDES, HERBICIDES OR FERTILIZERS WILL BE USED DURING THE CONSTRUCTION OR FUTURE OPERATION AND MAINTENANCE OF THE FACILITY. 13. UPON ABANDONMENT OR DISCONTINUED USE OF THE SOLAR ENERGY FACILITY, ALL SURFACE UTILITIES AND IMPROVEMENTS SHALL BE REMOVED. ALL BURIED CONDUITS AND CABLES OVER 2 FEET BELOW GRADE WILL BE ABANDONED IN PLACE. SITE CONDITIONS SHALL BE RESTORED TO PREDEVELOPMENT CONDITIONS, INCLUDING AGRICULTURAL CONDITIONS. 14. REMOVE ALL ACCUMULATED SEDIMENT FROM SILT BARRIERS. 15. REVIEW STABILITY OF THE SITE. REMOVAL OF EROSION CONTROL MEASURES SHALL BE PERFORMED WITHIN 30 DAYS OF ESTABLISHING PERMANENT STABILIZATION. PERMANENT STABILIZATION IN MEADOW AREAS IS ESTABLISHED WITH 90% CATCH OF MEADOW WITH NO EVIDENCE OF RILLING OR EROSION. THIS SEQUENCE IS APPLICABLE TO ALL PHASES OF THE PROJECT. SOIL WILL BE CONSIDERED DISTURBED IF IT DOES NOT HAVE AN ESTABLISHED STAND OF VEGETATION COVERING AT LEAST 90% OF THE SOIL SURFACE OR HAS NOT BEEN MULCHED WITH HAY APPLIED AT A RATE OF 230 LB./1,000 SQ. FT. ALL DISTURBED AREAS WHERE PANEL INSTALLATION OCCURS SHALL BE REVEGETATED. IN AREAS WHERE EXISTING TOPSOIL IS THIN OR ABSENT, ADDITIONAL TOPSOIL SHALL BE SPREAD TO BRING THE MINIMUM TOPSOIL DEPTH TO FOUR (4) TO SIX (6) INCHES IN TOTAL. THE SEED MIX DESCRIBED BELOW SHALL BE SPREAD AT A RATE OF 40 TO 45 POUNDS PER ACRE. PERCENTAGES LISTED BELOW ARE BY WEIGHT. • 60% FLAT PEA • 10% RED TOP • 30% PERENNIAL RYEGRASS SEEDING SHALL BE PERFORMED WITHIN THE FOLLOWING PERIODS: • APRIL 1 TO MAY 31 • AUGUST 1 TO SEPTEMBER 10 • NOVEMBER 1 TO DECEMBER 15 AS DORMANT SEEDING (INCREASE RATES BY 50%) SEEDING MAY BE DONE BY DRILL SEEDING, BROADCAST AND ROLLED, OR BY HYDROSEEDING. UPON COMPLETION OF SEEDING, STRAW MULCH SHALL BE APPLIED AT 1,000 TO 1,500 POUNDS PER ACRE. IN ORDER TO ACHIEVE STABILIZED STATUS, SEED GERMINATION SHALL BE 80% TO 90%. AFTER ONE FULL GROWING SEASON, THE CONTRACTOR SHALL REVIEW THE REVEGETATION EFFORTS. IN AREAS THAT FEATURE LESS THAN 75% COVERAGE, THE CONTRACTOR SHALL PREPARE AND RESEED THE AREA. EROSION CONTROL BARRIERS MAY BE REMOVED ONLY UPON FULL REVEGETATION OF THE DISTURBED AREAS. 1. PROPERTY LINES AND ABUTTER PROPERTY LINES TAKEN FROM PLAN ENTITLED ALTA/HSPS TITLE SURVEY OF LAND PREPARED BY NORTHEAST SURVEY CONSULTANTS, DATED MAY 31, 2018. 2. TOPOGRAPHIC AND BENCHMARK INFORMATION OBTAINED FROM PLANS ENTITLED ALTA/HSPS TITLE SURVEY OF LAND PREPARED BY NORTHEAST SURVEY CONSULTANTS, DATED MAY 31, 2018. TOPOGRAPHIC INFORMATION HAS BEEN SUPPLEMENTED FROM STATE OF MASSACHUSETTS GIS DATA LAYERS, LIDAR IMAGERY DATED 2015. ELEVATIONS REFER TO THE NAVD 88. 3. THE HORIZONTAL DATUM OF THIS PLAN IS THE MASSACHUSETTS COORDINATE SYSTEM NORTH AMERICAN DATUM 1983 BASED ON RTK GPS OBSERVATIONS TAKEN ON SITE BY NORTHEAST SURVEY CONSULTANTS. 4. UTILITY LOCATIONS SHOWN HERON ARE FROM OBSERVED FIELD EVIDENCE ONLY PERFORMED BY NORTHEAST SURVEY CONSULTANTS. DIG -SAFE SHALL BE CONTACTED PRIOR TO ANY EXCAVATION. 5. NATURAL RESOURCE DELINEATIONS FOR THE A -SERIES AND RF, HAVE BEEN PERFORMED BY BEALS ASSOCIATES, INC. ON APRIL 5, 2018. DELINEATIONS WERE FIELD LOCATED BY NORTHEAST SURVEY CONSULTANTS, AND ARE SHOWN ON PLANS ENTITLED ALTA/NSPS TITLE SURVEY OF LAND PREPARED BY NORTHEAST SURVEY CONSULTANTS, DATED MAY 9, 2018. 6. RIVERFRONT AND WETLAND FLAGS MARKED WITH A ASTERISK(*) WERE DELINEATED IN THE FIELD, AND THE FLAGS WERE REMOVED PRIOR TO BEING SURVEY LOCATED. 7. NATURAL RESOURCE DELINEATIONS FOR THE B -SERIES HAVE BEEN PERFORMED BY BEALS ASSOCIATES, INC. ON JULY 17, 2018. DELINEATIONS WERE FIELD LOCATED BY BEALS ASSOCIATES, INC. ON THE DAY OF THE DELINEATION. 8. THE PROJECT SITE IS NOT LOCATED WITHIN NATURAL HERITAGE ESTIMATED OR PRIORITY HABITAT AREAS BASED ON THE 2017 NHESP MAPPING. 9. BUILDING LOCATIONS DEPICTED HERON HAVE BEEN TRACED FROM AERIAL PHOTOGRAPHY, AND ARE NOT THE RESULT OF AN ON THE GROUND SURVEY. 10. THE PROJECT SITE IS LOCATED WITHIN MAPPED FLOOD ZONES BASED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP FOR HAMPSHIRE COUNTY, MASSACHUSETTS, PAGE 1 OF 2 PANEL 250167 0001 A EFFECTIVE APRIL 3, 1978. 11. ANY DISCREPANCIES IN EXISTING CONDITIONS SHALL BE REPORTED BY THE CONTRACTOR TO THE DESIGN ENGINEER PRIOR TO ADDITIONAL CONSTRUCTION ACTIVITIES. ZONING COMPLIANCE DATA REFERENCE: ZONING BYLAW OF THE CITY OF NORTHAMPTON, MA ZONE: WATER SUPPLY PROTECTION DISTRICT (WSP) & SPECIAL CONSERVANCY DISTRICT (SC) *SINGLE FAMILY DIMENSIONAL REQUIREMENTS CRITERIA REQUIRED PROVIDED PROPOSED TREELINE WSP Sc L MINIMUM LOT SIZE 80,000 S.F. 40,000 S.F. 810,792 S.F. MINIMUM LOT FRONTAGE 175 FT. 175 FT. 1,167.90 FT. MINIMUM FRONT YARD DEPTH 20 FT. 40 FT. 53± FT. MINIMUM REAR YARD DEPTH 20 FT. 50 FT. 57± FT. MINIMUM SIDE YARD DEPTH 15 FT. 20 FT. 55± FT. MAINTENANCE ROAD DESIGN STANDARDS: MAXIMUM GRADE MINIMUM GRADE MINIMUM CROSS SLOPE IfNO_I:11►VAII1ARTWTAIpi1 MINIMUM WIDTH MINIMUM CENTERLINE RADIUS MINMIUM GRAVEL ROAD EDGE RADIUS MINIMUM TOP COARSE MINIMUM BASE GRAVEL 8.0% 1.0% 3.0% 18 FT. 18 FT. 60 FT. 15 FT. 6" MADOT M1.03.0 TYPE C 12" MADOT M1.03.1 SUBBASE LEGEND:EXISTING - - ABUTTING PROPERTY LINE/R.OW. LINE N/F PROPERTY OWNER NAME, MAP AND LOT, WILL POWNER AND BOOK AND PAGE 5555/222 PROPOSED TREELINE f -a OL EASEMENT LINE L EDGE OF WATER/STREAM CL MININININI M EXISTING MAJOR CONTOUR - oHE oHE oHE- EXISTING MINOR CONTOUR " Y y.A'r.�. �"° � � v�'� EXISTING TREELINE - - - - - - WETLAND LINE C- 100' BUFFER LINE EXISTING GAS LINE -w - w~~~ EXISTING WATER LINE U E- UGEE EXISTING UNDERGROUND ELECTRIC ...a WE- EHE_ ;E- EXISTING OVERHEAD ELECTRIC o EXISTING ELEC./CABLE/TELE E S - EXISTING EXISTING SEWER LINE EXISTING DRAIN LINE -----' EXISTING FENCE - EXISTING GUARDRAIL ---�mom- EXISTING EROSION CONTROL 0 EXISTING PAVEMENT � EXISTING BUILDING XXX EXISTING SHRUB 0 EXISTING GUY WIRE 1 EXISTING DRAIN MANHOLE US EXISTING SEWER MANHOLE ED EXISTING ELECTRIC MANHOLE EXISTING UTILITY POLE WV ix EXISTING WATER SHUT OFF GV M" EXISTING GAS SHUT OFF u EXISTING CATCH BASIN J EXISTING FLARED END EXISTING STONEWALL �`�0015 471MU, ' EXISTING RIPRAP rt M_._.l, �, LU-- 3311 EXISTING RAILROAD ZZ EXISTING HYDRANT - EXISTING STREET SIGN Ll EXISTING STREETLIGHT SURVEY CONTROL POINT ® FLOOD PLAIN ZONING LINE aPT 1 -°I PERC TEST wFP DEEP HOLE TEST PIT 1..- 2 Not for Construction Permit Drawings Designed by: Checked by: TPM Proj. No.: C-991.02 Issue Date: 18.08.17 Drawina Scale: Sheet Title GENERAL NOTES AND LEGEND Sheet Number Me LEG END: PROPOSED - - PROPOSED PROPERTY LINE 0 PROPOSED EASEMENT LINE PROPOSED TREELINE f -a OL PROPOSED GAS LINE L PROPOSED WATER LINE MININININI M PROPOSED UNDERGROUND ELECTRIC - oHE oHE oHE- PROPOSED OVERHEAD ELECTRIC - - - - - PROPOSED ELEC./CABLE/TELE N PROPOSED SEWER LINE C- PROPOSED DRAIN LINE PROPOSED FENCE n n n n PROPOSED GUIDERAIL PROPOSED EROSION CONTROL PROPOSED DRAIN MANHOLE o PROPOSED SEWER MANHOLE fW1 PROPOSED TELECOM CABLE MANHOLE PROPOSED ELECTRIC MANHOLE PROPOSED UTILITY POLE WV M PROPOSED WATER VALVE GV N PROPOSED GAS SHUT OFF 0 PROPOSED CATCH BASIN � PROPOSED FLARED END XXX PROPOSED CONTOUR 0 PROPOSED CURBLINE o PROPOSED STONEWALL U PROPOSED HYDRANT Z PROPOSED STREET SIGN PROPOSED STREETLIGHT PROPOSED RIP -RAP PROPOSED BARRIER FREE SYMBOL • PROPOSED BOLLARD xx PROPOSED SIGN LABEL PROPOSED BUILDING PROPOSED RIPRAP INLET/OUTLET APRON 12" UD PROPOSED UNDER DRAIN FD PROPOSED FOUNDATION DRAIN PROPOSED TEST PIT Ll PROPOSED TRANSFORMER PAD PROPOSED CONSTRUCTION ENTRANCE ® PROPOSED STONE CHECK DAM PROPOSED STONE SEDIMENT BARRIER PROPOSED GRAVEL SURFACE PROPOSED LIGHT DUTY PAVEMENT PROPOSED HEAVY DUTY PAVEMENT Not for Construction Permit Drawings Designed by: Checked by: TPM Proj. No.: C-991.02 Issue Date: 18.08.17 Drawina Scale: Sheet Title GENERAL NOTES AND LEGEND Sheet Number Me CU U N 0 CL L ti Y f -a OL U L Co L �0 E C >O p CD CCS Cn Cn N z C- 0 Not for Construction Permit Drawings Designed by: Checked by: TPM Proj. No.: C-991.02 Issue Date: 18.08.17 Drawina Scale: Sheet Title GENERAL NOTES AND LEGEND Sheet Number Me 0 f -a OL E CCS 0 <C C- 0 o 7p fW1 CCS CU C- c- CU � 0 o L U Z U % �/ v ) Not for Construction Permit Drawings Designed by: Checked by: TPM Proj. No.: C-991.02 Issue Date: 18.08.17 Drawina Scale: Sheet Title GENERAL NOTES AND LEGEND Sheet Number Me RECORD DESCRIPTION: ZONING INFORMATION: The land, in Northampton, Hampshire County, Massachusetts, being further bounded and described as follows: SINGLE FAMILY DIMENSIONAL REQUIREMENTS M N42-089-001 Beginning at the Southwesterly corner of the land conveyed ata point in the Easterly boundary of the road w _ leading from Glendale Corners in Easthampton to West Farms (formerly called the Southampton and ZONE WSP SC N/F Williamsburg Road) and at the Northerly boundary of an old public way which lies between Lots numbered 6 and 7 on a Plan of Lots recorded in Hampshire County Registry of Deeds, Plan Book 32, Page 59, and MINIMUM LOT SIZE (SQ FT) 80,000 40,000 CITY OF NORTHAMPTON a dt designated as "Park Hill Road"; thence Easterly along said old public way to land now or formerly of one Sena; thence Northerly land formerly Sena, to land formerly Munyan LC DEED 8-78 LC PLAN 11534B rte+ M OW O o along said now or of one of one and now MINIMUM LOT FRONTAGE (FT) 175 175 IPF H or formerly of one Pezzara; thence Westerly along said Pezzara land to a corner at land formerly of one Bosworth, now or formerly of one Laduke; thence Southerly along said land formerly of Bosworth and now or FRONT YARD SETBACK (FT) 20 40 the East Brook; landAINS RF -1 AR -60 49-047 OF WIRE FENCR -- = - s d O a .4 on formerly of saidformerly of Bosworth stake now ordfomerly of said s on side Laduke tootheomeroy Easterl bo ndarythence of said road ad lead ng from Glendale Corners in Easthampton to West Farms; thence Southerly along the last mentioned road to its SIDE YARD intersection with said old public road at the point of beginning. REAR YARD SETBACK (FT) 15 20 SETBACK (FT) 20 50 g01'± ALONG REMrly / E) ® _ �j. N/F ............. -- TIE COU A 59 I P0. MARC STERNICK g92•g4' _ — -82°1635_ E� j 1 m `�r'� & ADELE MARCUS - A -5s F DEED 10883273 �{ W < a p W W LESS AND EXCEPT: a. Lot 8 shown on a plan entitled "Land of Leo Lesiur, Northampton, Mass.', dated August, 1946, by Church & Hebert, Surveyors, Deeds, Plan Book 32, Page 59; LOCUS PROPERTY LINE 1 . - RF -2' - 's PLAN 187 11 = A-57 / 23� 9 M- O RF -3❑ ✓� '0> W O recorded with said and �! b. Lots 1, 2, 3 and 4 shown on a plan entitled "Subdivision Approval Not Required, Plan of Land in- Northampton, Massachusetts, Prepared for: J.K.B. Farms, Inc." dated October 20, 2003, by Harold L. Eaton & µ ADJOINERS PROPERTY LINE (�) -._� -'' `TA -56 � � RF-4fll^,,° r l Inc., Registered Professional Land Surveyors, recorded with said Deeds, Plan Book 198, Page 24. Lots 1 and 2 are shown as Assessor's Parcel Nos. 49-052, 49-053, 49-054 and 49-055. WIRE FENCE ' � �� ` ti0 A-55 V i I 1 Q ❑ � 00Associates, 0 Q O OHW OVERHEAD WIRES Q' RF -5 I ~J SURVEY NOTES: ING SETBACK U WETLAND DELINEATION BUILD. p. O I do� O C/) 1: Gross land area of locus parcel = 37.490 acres �. 2: Field survey by EDM Total Station & RTK GPS.ZON�° 3: The horizontal datum of this plan is the Massachusetts Coordinate System North American Datum 1983, the datum is the North American Vertical Datum 1988; both based RTK GPS taken G�F� ONS TREELINE S PZ ZONE LINE 'V A-54 RF -6 Q�%✓ .� _ / I \ vertical are on observations on site. SETBACK LINE I ZON� 5 IRF � � "'B � �'�,2-� r � l 'v'. 4: Accordingto Federal Emergency Management Agency maps, the proposed facilities are located in an area 9 Y 9 9 Y P P P IRF/IPF O designated as "Zone C" (areas of minimal flooding, no shading). Community Panel no. 250167 0001 A - effective date: 04/03/1978. CBF El IRON ROD/PIPE FOND ( WOODED E CONC. BOUND FOUND / ��!/ � � I ' �s �` RF -9 / 0 - ` I ; �0, IRF FIELD �/ 1 0 / A-53 o IT_ mm' 0. UP 5" 5. The subject property is located within the Town of Northampton SC & WSP zoning districts. A RF -7 6: The location of utility structures shown hereon are from observed field evidence only, this plan does may not/ CALCULATED POINT �1\ k t /I I depict the exact location of underground utilities & does not show all of the utilities which exist within the premises surveyed. please contact dig -safe at 1-888-344-7233 before excavation. 7: As allowed under Section 3.Ev and 6.B of the 2016 ALTA/HSPS Minimum Standard Detail Requirements, this 4> UTILITY POLE in % 0 °' HYDRANT � RF -11? - / t ( \ / % �" C I i _...1 e° / ,� � � -�- �-' � � survey exceeds the maximum allowable Relative Positional Precision due to the size and configuration of the ❑ surveyed property, and the relief and vegetation on the surveyed property. 8: Wetlands shown hereon were delineated by Beals -Associates Inc. on 4-5-2018. Many flags were not found by this survey and appear to be moved. Wetland symbols represent flags found and located by this survey. WETLAND FLAG w I�J� I `I ,1' - -'— - mm- �o / t l (ua - / f 1 ( �A � \ f 255/ //o h� Where flags were missing the wetland lines were taken from GPS locations provided by Beals -Associates. Schedule B Exceptions: A_49 /❑FIELD)z The followingSchedule B Exceptions were derived from a commitment for title insurance prepared b Fidelity P P P Y Y National Title Insurance Company, file #18-0056dNR-FN effective date March 28, 2018.� '" / f� f \ // f / / � ("' "�'"`,,• � r � / /,` �` � I cS. \ O 00 1. Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records or is created, attaches, or is disclosed between the Commitment Date and the date on which all of ° / / ---/f ( J / // / I` _ __ ! I / % f ; I I 0 the Schedule B, Part I Requirements are met. (not a survey matter)2. Rights or claims of paties in possession. (not a survey matter)3. Notwithstanding coverage provisions to the contrary contained herein any encroachment, encumbrance,violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate andcomplete land survey of the Land. The term "encroachment" includes encroachments of existing improvementsRF-17located /43\\ on the Land onto adjoining land, and encroachments onto the Land of existing improvements located_O on adjoining land. (see Significant Observations below) 49-003✓4. Any lien, or right to a lien, for services, labor or materials heretofore or hereafter furnished, imposed by A � � � 1 � � � N/F law and not shown by the Public Records. (not a survey matter) CITY OF NORTHAMPTON QR ' 1� -- � � \� (' � ,, � ` \ \ `� \ \ l l �\ C � Q � 5. Such matters as would be disclosed by a current certificate of municipal liens. (not a survey matter) DEED 9997-83 U Q RF -22 v' O.A! / /❑\ A��"s / '� \ / \ \ ` \ l /I /� \ " ' " i \ `\ \ U U Note(i): Items 2 and 4 will be revised or deleted upon receipt of a satisfactory affidavit as to parties in possession and mechanics' liens. Item 3 will be revised or deleted upon receipt of a satisfactory survey and surveyor's report. Item 5 will be revised upon receipt of certificate of municipal liens. z LL1 RF -23,❑ \ j' i� _' z / RF -21 1' N / \ ra �\ \ \ \ 0 t 1 \ \ y s \ t I I \ E ( \ \� i % I �° , " 1 ° 49-029 W W Z O N (- W 6. The quantity of acreage, square footage or area of the Land. (see Survey Note 1) Q ' 75. Q RF -20 \ i ( , i i (J I s ' \ j ( C� — (� (— 7. Rights and reservations set forth in deed dated May 16, 2013, recorded in Book 11316, Page 326. (said rights and reservations apply to the fields shown hereon) W W ,LL / ---' I �, \ I \ \ \ } 1 I ' •- \ `~ tt I \ ` G [ I ! ~i\ % / "e�0 \ € MARY CAROL SKINNER W Z i o I O CO o /f - i DEED 10883280 �_._. SIGNIFICANT OBSERVATIONS:'. �Li / \\\ I I ; ,. { I I i I �` / �\ i I I f L (� PLAN 162-103 1. A shed, junk pile, boat and tractor appear to be encroaching on the locus property as shown hereon. W z RF ` `o ✓ I I i " i III Z A-32 25 \ / /- -~ 4 I I t f I O N RF 26 A-33 t N \� \~� r A /� -;. I I" 6 l / I f I � � ' 1 o° °// �, / 'o � � C � I ' 7 , ,/ ° ` , t I l ,ISI O� Ln IPFs�` IN BROOK / _1_235 /, I \ I l WOODED, py \ \ I // CO i UP 4 RF -27 ° .... i "® A- 30 - . gg P ! \\\ \ I I / z /IIIA II U) o „E N80°215 , / _ RF 28�' ��_ _. �_ -.�� ,° `\`\ i f / \ i IIII �"\��`"....__ �1� `,\� "' �1l IIIfIIIf11 0 .� GSE BA UN E � ___ �� A 29p \ \ RF -29p �-~`� �'f \ \ ��S _ _,��\\\'\� . ___....- � I'"' I � � / (( �( _ \ \ \ \ \\ \ \ °- ,. / \ \ \ \ \ \ __ w _ "_. FIELD \ \'"". o m � RF -31 / A-28❑ _ FIELD WOODED / "` _ -~ �e \� ' \ e`1 \ \l \ ° \� \ \. �f � \ \ `\ \ ' \ \ \ \� \ _ 255- ` \ / ( i 1 I Ic�P \ ._ i Iii \ \ \ �� ,. \ co m W UP 4\\ RF -32 N RF -30.. " � \� \off., II � II I100 ° \ �� \ ° \ \\\ \ ._ _ i I t g I � � \ \� IN A-27 CZ1 Z A-27 - \ ` \ m �. \ \� C° CNI I \ \ \\\ \ "�` -!/° I " IN \ \ _ \ \� :.. VIII \ I I ` 0 e RF -33❑ mNO A-25 Q 0 \ \ -2`331 , \ , ,, II III,IlI \\ .... _ \ �\�` \tea \ \ I IfII11Ilfl Ili 1 � III I W i I— I� — \ N \ , \ \� \ c %III `l / I ! lr D � LJ s� O T, A-24 \ \ \ M 0 ` \\ .._ \ I t ( i1 l (n � L_ 0- � LOCUS 49-012 i_6 N /F o s ED KENNETH C. & JOHN H. BURT '� A-21 O _� - RF -34 A-22 --023 I I / I I� ( I (� 3 I ! `" ~ 1 i `} WOODED \ FIELD \ \ _ _ \ \ \ ~ \m -" \, \ \ \ \ -AXLE FOUND "`'\ '~.. ~^ _ 49-055 JUNK & JKB FARMS, INC. N/F ' o � � I � 6 -�. � I �. � .," � � � � \ \\ � � UP 1' �.....- .� -._..� � � � \ 1< l I --I �J KRISTOPHER T. PEASE SIGNIFICANT OBSERVATION 1 DEED 11316-326 APPARENT ENCROACHMENTS & TASHA LENAE PEASE _ RF-35li!II �� I �, \ \ _ \ \ 96.72' 13.71 ~ _ s ^ ~ETBACK LINE ° \ 0.09'52"W 1 --- � "`� gUILDING � N89°55'41 "W S$ OPO 1- R DEED 1211646 � TRACTOR AREA = 37.490 AC. f BOAT , A-12 \ \ _ � °'' / \ °� _ , ..., W ��_ ._.. _..�� ' `\. �'" l 1, � V PLAN 198^24 � � _ A-13 \ \ �i \\ � \ \, ,r A-11 \ \\ \ �\ r,.A� SB2° 9'20"W 486.85' \ \ CBF � ll M--� RF -36 \ IPF UP 0.3' A-14 4TB \ \ \ \ \ y A-18� A-1� ... RF -37 ��1A-16 cs _ _.. w A-5 1 \ �'� " 145.84' 66' _... _. _.. 77.88' 1. 3'46"W\ 22"m SPIKE IN ---_SS ROAD OF 6" MAPLE DIRT ROOT W ri I� p --❑ A-6 / ,° S81°34'15W c) RF -38 A-4 7 104.12' w_ _ . �, 3o W 1 _ . a = -- _.. CAD U I COUNT BYO RK HILL R i 6 S_7 6 A-1 OPp > A-3 P GRAVEL R ��. ��..._.....��.-. PA OD WIDE 1770 HO R OF TRAVELED WAY 4_R �1 TBM UNMONUMENTED THIS SU EY BASED ON CENTS N WOODED -~' A-2 5661 1��/ SPIKE INBASEA LAID OUT BY ' OF 10" MAPLE ~ p. W 131.1 ^ � Sg601,10✓ CERTIFICATION: �i �Q Z To: Syncarpha Capital, LLC l V 2 ° This is to certify that this map of plat and the survey on which it accordance with the 2016 Minimum Standard Detail Requirements for is based were made in ALTA/NSPS Land p -I _ FIELD 12'\N �/ g\\• ROP Title Surveys, jointly established and adopted by ALTA and NSPS, and includes items 2, 3, 4, 6a, 6b, 11, 13, 14 & 15 of Table A thereof. The fieldwork was completed on 5/8/2018. 600'± TO GLE DN ALE ST. S88°19'55"W 243.23' '•365 IPF UP/31-07 UP/6/31-09 UP/31-11 OH UP/31 13' PV�N OFSS9 I•—� UP 0.4'� DANIEL F. OIPF IF v Z c„ No.47160 �o SHEET N0. C100 5-31-2018 IPF Date of map or plat Daniel F. S sz PLS #47160 �FSS�FGISTER��J� 70' 0' 70' 140' dan©northeastsurvey.com ANAL LANA 280.91, IPF ` UP 4" 2 s� ss, �� F 2 "� SHED ��o 0 r'� JUNK �C,S 49-055 KRISTOPHERFT. PEASE TRACTOR & TASHA LENAE PEASE --BOAT DEED 1211646 PLAN 19824 IPF UP 0.3' S88°22'29"W IPF 125.00' UP 0.4' LOCUS L ROAD LOCUS MAP: 1" = 350' N80.21 55 E PARCEL A A PORTION OF 49-012 N /F KENNETH C. & JOHN H. BURT & JKB FARMS, INC. DEED 11316326 AREA = 2.871 AC. ± S88° 19'55"W 243.23' 801.48' 2108 .2 49-003 N /F CITY OF NORTHAMPTON DEED 9997-83 TOTAL PARCEL B A PORTION OF 49-012 N /F KENNETH C. & JOHN H. BURT & JKB FARMS, INC. DEED 11316326 AREA = 2.843 AC. ±' Z 0 CA co 0 cn cn 'o LOCUS PROPERTY LINE 0 ADJOINERS PROPERTY LINE (±) SC WIRE FENCE OHW OVERHEAD WIRES — — — WETLAND DELINEATION 175 ZONE LINE IRF/IPF O IRON ROD/PIPE FOUND • IRON ROD TO BE SET CBF o CONC. BOUND FOUND U Q W W z 'z O CALCULATED POINT O UTILITY POLE (J� HYDRANT 280.91, IPF ` UP 4" 2 s� ss, �� F 2 "� SHED ��o 0 r'� JUNK �C,S 49-055 KRISTOPHERFT. PEASE TRACTOR & TASHA LENAE PEASE --BOAT DEED 1211646 PLAN 19824 IPF UP 0.3' S88°22'29"W IPF 125.00' UP 0.4' LOCUS L ROAD LOCUS MAP: 1" = 350' N80.21 55 E PARCEL A A PORTION OF 49-012 N /F KENNETH C. & JOHN H. BURT & JKB FARMS, INC. DEED 11316326 AREA = 2.871 AC. ± S88° 19'55"W 243.23' 801.48' 2108 .2 49-003 N /F CITY OF NORTHAMPTON DEED 9997-83 TOTAL PARCEL B A PORTION OF 49-012 N /F KENNETH C. & JOHN H. BURT & JKB FARMS, INC. DEED 11316326 AREA = 2.843 AC. ±' Z 0 CA co 0 cn cn 'o 7' 6 2„w 56a ROPE �., g\� 71.05” 42-089-001 N /F CITY OF NORTHAMPTON LC DEED 8-78 LC PLAN 11534B OF WIRE FENCE _ -- IPF ��• 49-047 901'± ALONG REM � __..._...___,.... N/F MARC STERNICK 84 (TIE COURSE) & ADELE MARCUS ..�.�.--N82716'35„E 892_ 0, JDEED PLAN 10883-273 /0 op �i � V � • s P co Q �° PZON G�F�M pNE G o� do p�� 0s' c'F IRF PARCEL C UP 5" A PORTION OF 49-012 N /F KENNETH C. & JOHN H. BURT & JKB FARMS, INC. DEED 11316326 �h TO BE CONVEYED TO THE CITY OF NORTHAMPTON -NOT A BUILDING LOT - AREA = 14.656 AC. ± � SRO0 co o) 00 0 N90°00'00"E 163.00'AL 110 0 0 oo. 00; 0 5.00 S81 ° 34 15 1' 145.84 89'12 104.12' - „w S7 6 14 30 VE o ROPU �bc RP PLANNING BOARD NORTHAMPTON, MASSACHUSETTS APPROVAL UNDER SUBDIVISION CONTROL LAW NOT REQUIRED DATE: PARCEL D A PORTION OF 49-012 N /F KENNETH C. & JOHN H. BURT & JKB FARMS, INC. DEED 11316-326 AREA = 17.119 AC. ± _ 220 66' Sgt°03'46 W 19, 20> 486.85, S82° . K HL, ROA IL ._._ PAA COUNTY LAYOU WIDE 1770 HAMPSHIRE UMENTED 4 --ROD ED ON CENTER OF TRAVELED WAY AN UNMON LAID OUT BY THIS SURVEY BA ZONING INFORMATION: SINGLE FAMILY DIMENSIONAL REQUIREMENTS 0 WSP SC Lo 80,000 40,000 �ui 175 175 (D 20 40 N 0 15 20 z U Q W W z 'z O 50 O O N ,N Q Q 2 (J� 1 uj WW a U - W O U) U 3 C.0ui W d� uj z z O NN O N I. O O un IPF [� 300.30' IN BROOK O O= UP 4' CD W O > O Z z m W I— m � � W 'T1 L- o O � N � ° z a� m m O � n 0 0 D a� LJ a� a� cn o L- 0- o ,.�' "\N S76 01 10 131 ?2 7' 6 2„w 56a ROPE �., g\� 71.05” 42-089-001 N /F CITY OF NORTHAMPTON LC DEED 8-78 LC PLAN 11534B OF WIRE FENCE _ -- IPF ��• 49-047 901'± ALONG REM � __..._...___,.... N/F MARC STERNICK 84 (TIE COURSE) & ADELE MARCUS ..�.�.--N82716'35„E 892_ 0, JDEED PLAN 10883-273 /0 op �i � V � • s P co Q �° PZON G�F�M pNE G o� do p�� 0s' c'F IRF PARCEL C UP 5" A PORTION OF 49-012 N /F KENNETH C. & JOHN H. BURT & JKB FARMS, INC. DEED 11316326 �h TO BE CONVEYED TO THE CITY OF NORTHAMPTON -NOT A BUILDING LOT - AREA = 14.656 AC. ± � SRO0 co o) 00 0 N90°00'00"E 163.00'AL 110 0 0 oo. 00; 0 5.00 S81 ° 34 15 1' 145.84 89'12 104.12' - „w S7 6 14 30 VE o ROPU �bc RP PLANNING BOARD NORTHAMPTON, MASSACHUSETTS APPROVAL UNDER SUBDIVISION CONTROL LAW NOT REQUIRED DATE: PARCEL D A PORTION OF 49-012 N /F KENNETH C. & JOHN H. BURT & JKB FARMS, INC. DEED 11316-326 AREA = 17.119 AC. ± _ 220 66' Sgt°03'46 W 19, 20> 486.85, S82° . K HL, ROA IL ._._ PAA COUNTY LAYOU WIDE 1770 HAMPSHIRE UMENTED 4 --ROD ED ON CENTER OF TRAVELED WAY AN UNMON LAID OUT BY THIS SURVEY BA ZONING INFORMATION: SINGLE FAMILY DIMENSIONAL REQUIREMENTS ZONE WSP SC MINIMUM LOT SIZE (SQ FT) 80,000 40,000 MINIMUM LOT FRONTAGE (FT) 175 175 FRONT YARD SETBACK (FT) 20 40 SIDE YARD SETBACK (FT) 15 20 REAR YARD SETBACK (FT) 20 50 RESERVED FOR REGISTERS USE ONLY IRF N51 °56'50"E 40.89' N89°55 41 "W 96.72'\, -- NOTES: 6.72',x._. NOTES: 1. FIELD SURVEY BY EDM TOTAL STATION. AXLE FOUND UP 1' 52„W 580.09 113.71 49-029 N /F MARY CAROL SKINNER DEED 10883-280 PLAN 162-103 2. THE HORIZONTAL DATUM OF THIS PLAN IS NAD83, MASSACHUSETTS MAINLAND COORDINATE SYSTEM, AND WAS DERIVED FROM RTK GPS OBSERVATIONS TAKEN ON SITE. I HEREBY CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT: THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE COMMONWEALTH OF MASSACHUSETTS. OF M4SS9cyGn DANIEL F. C> STASZ co No.47160 0 LLA • 1 00 N O � M N W o • F-' o � 3: C:)C) O II � cam► Hood I ui O O (J� 1 uj Q W O Q W d� O N I. O O un [� 8 O O= CD W � > c� W I— • SHEET N0. ■ 1 00 O • � � 3: C:)C) O SHEET N0. ■ 1 00 O � � 3: C:)C) O II � cam► I ui O O (J� 1 uj Q W O SHEET N0. ■ � � � 3: C:)C) Q � � U O L (J� (n Q W � Q 00 d� O N I. W O un [� O O O= CD W � > c� SHEET N0. ■ � O-) 3: C:)C) Ln � O W Q Q 00 d� z Ln O O O CD SHEET N0. ■ W m W Q O O CD O O W I— W > L- o � a� Q O Q D a� LJ a� a� cn o L- 0- o SHEET N0. ■ uy v —yua NOTES: 1. PROPERTY LINES AND ABUTTER PROPERTY LINES TAKEN FROM PLAN ENTITLED ALTA/NSPS TITLE SURVEY OF LAND PREPARED BY NORTHEAST SURVEY CONSULTANTS, DATED MAY 31, 2018. 2. THE HORIZONTAL DATUM OF THIS PLAN IS THE MASSACHUSETTS COORDINATE SYSTEM NORTH AMERICAN DATUM 1983 BASED ON RTK GPS OBSERVATIONS TAKEN ON SITE BY NORTHEAST SURVEY CONSULTANTS. 3. NATURAL RESOURCE DELINEATIONS FOR THE A -SERIES AND RF, HAVE BEEN PERFORMED BY BEALS ASSOCIATES, INC. ON APRIL 5, 2018. DELINEATIONS WERE FIELD LOCATED BY NORTHEAST SURVEY CONSULTANTS, AND ARE SHOWN ON PLANS ENTITLED ALTA/NSPS TITLE SURVEY OF LAND PREPARED BY NORTHEAST SURVEY CONSULTANTS, DATED MAY 9, 2018. 4. NATURAL RESOURCE DELINEATIONS FOR THE B -SERIES HAVE BEEN PERFORMED BY BEALS ASSOCIATES, INC. ON JULY 17, 2018. DELINEATIONS WERE FIELD LOCATED BY BEALS ASSOCIATES, INC. ON THE DAY OF THE DELINEATION. 5. THE PROJECT SITE IS NOT LOCATED WITHIN NATURAL HERITAGE ESTIMATED OR PRIORITY HABITAT AREAS BASED ON THE 2017 NHESP MAPPING. 6. BUILDING LOCATIONS DEPICTED HERON HAVE BEEN TRACED FROM AERIAL PHOTOGRAPHY, AND ARE NOT THE RESULT OF AN ON THE GROUND SURVEY. 7. THE PROJECT SITE IS LOCATED WITHIN THE SPECIAL CONSERVANCY DISTRICT, WATER SUPPLY PROTECTION DISTRICT, AND MAPPED FLOOD ZONES BASED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP FOR HAMPSHIRE COUNTY, MASSACHUSETTS, PAGE 1 OF 2 PANEL 250167 0001 A EFFECTIVE APRIL 3, 1978, AND ARE SHOWN ON PLANS ENTITLED ALTA/NSPS TITLE SURVEY OF LAND PREPARED BY NORTHEAST SURVEY CONSULTANTS, DATED MAY 9, 2018. N N/F DAVID A HARDY C/O CIL REALTY OF MA INC 250 GLENDALE ROAD BOOK 7875 PAGE 116 PARCEL ID 49-052-001 a r _Dv N/F DAVID A HARDY 258 GLENDALE ROAD BOOK 7765 PAGE 26 PARCEL ID 49-053-001 N/F N WARD A MORRIS KIRSTEN M YARROWS 26 GLENDALE ROAD BOOK 10661 PAG 315 PARCEL ID 49-036-001 _ Q )30 �Q N/F KRISTOPHER T. PEASE & TASHA LENAE PEASE 981 PARK HILL ROAD BOOK 12116 PAGE 46 PLAN 198 PAGE 24 PARCEL ID 49-055-001 PARCEL A A PORTION OF 49-01 N/F o ^ o KENNETH C & JOHN o No BURT & JKB FARMS, INC. Q Q o PARK HILL ROAD _ = a BOOK 11316 PAGE 32 Z�.'QYLO� cp / O 0 cr 0] a / El N/F AMY S GEELEHER 36 PARK HILL ROi BOOK 11278 PAGE 272 PARCEL ID 49-056-001 ' n ................. I i N/F JANNE C & RICHARD A BUSHEY N/F 984 PARK HILL ROAD DAVID S MATUSKO BOOK 11226 PAGE 98 972 PARK HILL ROAD 'ARCEL ID 49-015-001 g00K 6652 PAGE 129 PARCEL ID 49-017-00 Q N/F MARKS & KATHL EN D PION / 340 GLENDALE ROAD BOOK 3558 PAGE 150 N/F V: ARCEL ID 49-018-0 JOSHUA R DIBRINDISI 342 GLENDALE ROAD BOOK 11071 PAGE 122 PARCEL ID 49-035-001 0 GRAPHIC SCALE 100 0 50 100 200 ( IN FEET) 1 inch= 100 ft. N/F CITY OF NORTHAMPTON 238 GLENDALE ROAD BOOK 9997 PAGE 83 PARCEL ID 49-003-001 DEED 999783Ljj / U' Q N'O N : N1 LU N 'N I � WOODED 0N ' mo Z m � z m D PARCEL B ' 'ti G o A PORTION OF 49-012 r D m N/F KENNETH C & JOHN H n ' �_ ` I BURT & JKB FARMS, INC. PARK HILL ROAD BOOK 11316 PAGE 326 I / I / A A r N/F DAVIS TOBIAS & CAROLINE MOORE 960 PARK HILL ROAD BOOK 9714 PAGE 327 PARCEL ID 49-011-001 N/F ROGER D BENOIT & BONNIE SPAULDING 942 PARK HILL ROAD BOOK 9886 PAGE 157 PARCEL ID 49-019-001 e N/F CITY OF NORTHAMPTON LEACHATE TREATMENT FACILITY 170 GLENDALE ROAD / \ LAND COURT DEED BOOK 8 PAGE 78 / LAND COURT PLAN 11534B PARCEL ID 42-089-001 i 1007- 0 A SC I FE ''�E "00-� ZONE; FEMA Z PARCEL C ONE �A PORTION OF 49-012 1. Z N/F KENNETH C & JOHN H BURT / & JKB FARMS, INC. PARK HILL ROAD BOOK 11316 PAGE 326 WOODED / FIELD v / K J�'v HAN_, UM R00 �� / WOODED N/F ORCHID HILL FARM LLC 346 GLENDALE ROAD BOOK 8113 PAGE 102 PARCEL ID 49-010-001 PARCEL D NOT A BUILDING LOT A PORTION OF 49-012 N/F KENNETH C & JOHN H BURT & JKB FARMS, INC. PARK HILL ROAD BOOK 11316 PAGE 326 PARK HILL ROA — AN UNMONUMENTED 4 -ROD WIDE 1770 HAMPSHIRE COUNTY LAYOUT LAID OUT BY THIS SURVEY BASED ON CENTER OF TRAVELED WAY WOODED WADED FIELD N/. < !boo us u y o <a 00 0�2T2 O� IV o' N/F STEPHEN R & KIMBERLY L DUVAL 727 PARK HILL ROAD PARCEL ID 49-048-001 N/F MARY CAROL SKINNER PARK HILL ROAD BOOK 10883 PAGE 280 PLAN 162 PAGE 103 PARCEL ID 49-029-001 C: ZCNO Yvon �J ct0 Co UQOO w �O'D0 co N/F TOWN OF EASTHAMPTON PARCEL ID 49-041-001 C) d N/F N ALAN T DORMAN C/O CLIFFORD & LILLIAN MADRU 751 PARK HILL ROAD BOOK 8059 PAGE 286 I PARCEL ID 49-045-001 r. Not for Construction Permit Drawings Designed by: DPH Checked by: TPM Proj. No.: C-991.02 I Issue Date: 18.08.17 Drawing Scale: 1"=100' Sheet Title PROJECT VICINITY PLAN Sheet Number C1.2 cz U Q� C/) 0 L J s oz ti U `0 Eco a0 0 =C%) C%) N z .0 Not for Construction Permit Drawings Designed by: DPH Checked by: TPM Proj. No.: C-991.02 I Issue Date: 18.08.17 Drawing Scale: 1"=100' Sheet Title PROJECT VICINITY PLAN Sheet Number C1.2 0 Eco .0 0 o z� rE c CZ 0z 0 U) Not for Construction Permit Drawings Designed by: DPH Checked by: TPM Proj. No.: C-991.02 I Issue Date: 18.08.17 Drawing Scale: 1"=100' Sheet Title PROJECT VICINITY PLAN Sheet Number C1.2 ILONG kR E OF NOTES: F Ir 000f, QGU R St) -�, , :� I , 84�' (TIE ...... \j L . . . . ....... n 1. PROPERTY LINES AND ABUTTER PROPERTY LINES TAKEN FROM PLAN ENTITLED ALTA/NSPS TITLE IR AR� ST I & IIIIINAR-60' A I NTS, DATED MAY 31, 2018. GRAPHIC SCALE 3) 5 I2. TOPOGRAPHIC AND BENCHMARK INFORMATION OBTAINED FROM PLANS ENTITLED ALTA/NSPS TITLE 50 0 25 50 100 200 --77' PAAK, H1L., OADII IA -59 13/00 K"',' I It- PAG 213 SURVEY OF LAND PREPARED BY NORTHEAST SURVEY CONSULTANTS, DATED MAY 31, 2018. I , I" , I K � I i ,I =====�� I ,, - "I O'� " ,, PLAN,,,1 87--P I5 ITOPOGRAPHIC INFORMATION HAS BEEN SUPPLEMENTED FROM STATE OF MASSACHUSETTS GIS IA -58" PARCEL 11� k�9-0477pof' DATA LAYERS, LIDAR IMAGERY DATED 2015. ELEVATIONS REFER TO THE NAVD 88. IN FEET) I3) ....... I .... I 5 RF -2 1 inch= 50 ft. III3. THE HORIZONTAL DATUM OF THIS PLAN IS THE MASSACHUSETTS COORDINATE SYSTEM NORTH AMERICAN DATUM 1983 BASED ON RTK GPS OBSERVATIONS TAKEN ON SITE BY NORTHEAST A-5 ISURVEY CONSULTANTS. IR II4. UTILITY LOCATIONS SHOWN HERON ARE FROM OBSERVED FIELD EVIDENCE ONLY PERFORMED BY 3) IA�R'C E L "-C- NORTHEAST SURVEY CONSULTANTS. DIG -SAFE SHALL BE CONTACTED PRIOR TO ANY EXCAVATION. P RfION �'01` 49-012� Ir It) � , ,�, ,-- ,,, - 7 5' C-3 I5. NATURAL RESOURCE DELINEATIONS FOR THE A -SERIES AND RF, HAVE BEEN PERFORMED BY 5 Ir SURVEY CONSULTAN N PLANS ENTITLED ALTA/NSPS TITLE SURVEY OF LAND -'kENN Ie" BEALS ASSOCIATES, INC. ON APRIL 5, 2018. DELINEATIONS WERE FIELD LOCATED BY NORTHEAST N 461JF ETH C OH I. .... .... . .... I& �KB, FARMS, . . .... -,A- b4 ?001 LTANTS, DATED MAY 9, 2018. I00>_ RF B RF FARk HILL ROAD '7 '00� IItfIBOOK) 11,316 PAGE 326 I4'P I6. RIVERFRONT AND WETLAND FLAGS MARKED WITH A ASTERISK(*) WERE DELINEATED IN THE FIELD, 0 1-4- It�,�'�5 2 REMOVED PRIOR TO BEING SURVEY LOCATED. It. . . . . . . I3.) 'ILI 71, IIIA, - 7. NATURAL RESOURCE DELINEATIONS FOR THE B -SERIES HAVE BEEN PERFORMED BY BEALS F1 D IASSOCIATES, INC. ON JULY 17, 2018. DELINEATIONS WERE FIELD LOCATED BY BEALS ASSOCIATES, . .. .... . ... .. . 3 \ 24-5 INC. ON THE DAY OF THE DELINEATION. -5 5 IA -7 tRF > I8. THE PROJECT SITE IS NOT LOCATED WITHIN NATURAL HERITAGE ESTIMATED OR PRIORITY HABITAT C> R�, ij� II 2017 NHESP MAPPING. IChi C, C3 . .. . ...... . SURVEY. BUILDING LOCATIONS DEPICTED HERON HAVE BEEN TRACED FROM AERIAL PHOTOGRAPHY, AND IIA n II10. THE PROJECT SITE IS LOCATED WITHIN MAPPED FLOOD ZONES BASED ON THE FEDERAL AGENCY'S FLOOD INSURANCE RATE MAP FOR HAMPSHIRE COUNTY, n EMERGENCY MANAGEMENT F5p IIIMASSACHUSETTS, PAGE 1 OF 2 PANEL 250167 0001 A EFFECTIVE APRIL 3, 1978. I -5b* IIDESIGN ENGINEER PRIOR TO ADDITIONAL CONSTRUCTION ACTIVITIES. �,00� In 11. ANY DISCREPANCIES IN EXISTING CONDITIONS SHALL BE REPORTED BY THE CONTRACTOR TO THE IILj tI1.1 INII-255� tIN....... ...... . . . .... ... ......... I" r IIIRF-,-f4*' . ... . . ..... 7 .. . ..... I ........ 4* IIII....... ... I.. . . . ....... IIifA-- Rf 412 , 4 , " - . .... ...... . . 4,5 '�7 13 IIII\R F_� 2,7�1 IIIIIIA-:4-3 R6o K /F jN/' 5 I> qTy HAMPTQK II)F ORf . . . ...... . 11 �i, ) 11 ) " , I..... . . .... , IBOC4� 99P PAG IIv4QALE (RC�5tte It2,35NGu IIIIIU I(YGS_-' 0 Q1- Ile 83 I:� . . ..... �Z '0 RF RCEL,10 49 II� 1,71 IIN F �2 IIIIj t_997 IIIIIII0 IiIWOODED I/N BROOK r . . ..... . ... . . >< FIELD' e �41RFRONT'AREA '!,AND,'.AREA WEjt, A, �(T U 200' go. Ioopp . ......... 0 - 00 - 72'-60 00"E II 10 0 0 1p I16 IIIft. . .... .... . FIELD NOT IIII)E&N' TE FOR I -AL', ES' URCE,',S" W woo 0 �c I....... . ..... lfI235 M, 2� IIIIINIIIIIIIifIItI200,-&U�TE— R RIAN ZONE IIIif Iel fIIIIrRF-3� INIIAL'�6 I71 IItA-� 'WOODED IIIIIfI(A� . . . .... ` III2 4 IIIIELD I. ......... .. IPARCEL D NOT A BUILDING LOT IOR IA P TION OF 49-012 IN/F III7- A II N C. 011 & JKB FARM IKENNETH,.,.0 ___JOHN H BUR1\ IPARK HILL R)OAD fR435 BOOK 11316 PAG�Eei 326 I. ...... ... . III2' IIIIIIIitII/ I . . .... . . IIRF- IIII0 IIIA7`1 -7 \\ bo.� IA -18) IIIIRF-37 II1 "I I -15 IfIIIT- IINIItIA II,i3 IJ 8 IIItt (D <) ICD IIAtli IIIII(I tU I 16\L_ S81-34� 7 4 Io,',,,V ", 5.8, 220.66' 89. 29 + IS81_703'46"W IIIA . ..... FOUN\" 4' -;2'19$201* 48�.85' VIiXiSTING IIS -NV I_�AD ULVERT-,.,, RQ I( 2,�,RT III�1, IVy 0 itX52 111�.7 ICD I< (n I0 N... . ....... Cz 0 0; A fI. . . .... . H It- r I0 III6" "" -1114 1, , I -1 / I,, --- .1 Al't I I AM SHIRE PaL _D AN LNIMOW9ENTED 4 - RM D E 11 INIZ M D Y 1LAYOUT RING ItLAID I T'RAVELED—WAY --T "" dt`N1!j* F_ WELLS M 01U TH S —SURVEY, BASED -gv PATH:H ed -991,02 northamMen�autocaftermit drawinqsIBeala Updated Suway.dwa 9__ Cz C/) 0 CD CU Cz L0 3 U 3: C) =3 U5 CU U) LO C114 a) -0 M 2Ej .0 .0 9__ 0 E CU 0 a) -0 M 2Ej .0 .0 0 elf -0 r E co CZ C) 0 C/) 71 (3) elf Not for Construction Permit Drawings Designed by: A�Checked by: TPM Proj. No.: C- 91.02 1 Issue Date: 18.08.17 Drawing Scale: 1 "=50' Sheet Title PROJECT SITE EXISTING CONDITIONS PLAN Sheet Number C1 .3 otted by Devin Howe on September 11, 2018 TIE LINE N89° 46' 10"E 90.85 IT OF INTERCONNECTI `NATIONAL GR1D OWN ADDITIONAL RISER PC TIE LINE N48' 18' 58"E 95.78 = REMOVE .�IZ STING FENCE FROM STA 1 +00 TO 5+90 PLANT LIST SYMBOL SYMBOL QTY COMMON NAME BOTANICAL NAME SIZE COMMENTS QA 0 45 WHITE OAK QUERCUS ALBA 2 Y2" (DBH) 1390 QR is 45 NORTHER RED OAK QUERCUS RUBRA 2 Y2» (DBH) L1 APPLICANT SHALL REQUEST UNDERGROUND N68°28' 12"E DONATED TO CITY OF L2 86.90 N76°01'10"E ALL TREES AT LEAST TA 90.35 45 AMERICAN LINDEN, BASSWOOD TILIA AMERICANA 2 Y2" (DBH) 20 FEET ON CENTER GT L5 34 HONEY LOCUST GLEDITSIA TRIACANTHOS VAR. 2 Y2» (DBH) C- co CL 0 z INERMIS �0 v, SITE PLAN EXTENSION SCALE:1"=50' ROAD A (PARK HILL ROAD) LINE#/CURVE# LENGTH DELTA/BEARING RADIUS A-55 ',U U N72° 14'41 "E 300.00 C2 51.22 N71 °07'43"E RF -5h C3 1390 NOTE: 300.00 PARCEL TO BE 27.90 N78°54'22"E 300.00 L1 APPLICANT SHALL REQUEST UNDERGROUND N68°28' 12"E DONATED TO CITY OF L2 86.90 N76°01'10"E I FACILITIES TO INTERCONNECTION POINT SUCH 90.35 NORTHAMPTON L4 59.47 N76° 14'30"E THAT NO NEW POLE LOCATIONS ARE NECESSARY. IN THE EVENT NATIONAL GRID WILL NOT ALLOW L5 14.66± ACRES A-54 RF -8 RF - CU SITE PLAN EXTENSION SCALE:1"=50' ROAD A (PARK HILL ROAD) LINE#/CURVE# LENGTH DELTA/BEARING RADIUS C11 39.53 N72° 14'41 "E 300.00 C2 51.22 N71 °07'43"E 300.00 C3 52.38 N71 ° 14'23"E 300.00 C4 27.90 N78°54'22"E 300.00 L1 148.03 N68°28' 12"E L2 86.90 N76°01'10"E L- L3 90.35 N66° 14'11 7"E L4 59.47 N76° 14'30"E L5 19.22 1 N81 °34' 15"E CU GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET) A-32 1 inch= 50 ft. RF 26 WETLAND AREA (TYP.) IRIVERFRONT AREA (TYP.) 50' REAR THIS FOR A VALID TECHNICAL REASON, POLES WILL BE INSTALLED ONLY AS SHOWN ON THIS PLAN. ALL OTHER SYNCARPHA OWNED EQUIPMENT A-52* / £ SHALL BE LOCATED AT OR BELOW GROUND. � A-511**0000, e RF 53 Z2,� RF -1 RF -10* RF -7, � p AN N /F \ MARC STERNICK & ADELE MARCUS 773 PARK HILL ROAD BOOK 10883 PAGE 273 PLAN 187 PAGE 11 PARCEL ID 49-047-001 v A-31 VEHICLE TUfN, AROUND/PARKING AREA \ tiF YARD SETBACK AREA WEST OF / \ A-30 HANNUM BROOK NOT IRF -2 DELINEATED FOR \ NATURAL RESOURCES - - \ I A -29A1 RF -31 RF -29 \ / / 61 o i RF -3 / A -28A rriNI RF-30� 0 T 2 R _ I Q - m A-270 �Q \ RF -33 1A/ -26 �p0/ f --f 49 DEVELOPER OWNED VAULT - LOAD BREAK DEVELOPER OWNED VAULT - RECLOSER 1 & JKB FARMS, fN( PARK HILL ROAD TRANSFO Z 01 N 10+00 Cow SECURITY GATE � WITH KNOX BOX 50' 2 - 0 =. G . L3 CIO NREMOVE EXISTING FENCE C2 FROM STA 1 +00 TO 5+90 PARK HILL ROAD — — 0) B2 PROTECT (3) 18 GRAVEL AN UNMONUMENTED 4 -ROD WIDE 1770 HAMPSHIRE COUNTY LAYOUT uG C1 -7--- MONITORING WELLS MAINTENANCE ROAD o R7n / I AB3 LAID OUT BY THIS SURVEY BASED ON CENTER OF TRAVELED WAY 4THAAC-991.02 NorthamptontAutocad12018,09 Revised per Town Commentstsite plan.dwg 530 MA I Not for Construction Permit Drawings Designed by: DPN Checked by: TPM Proj. No.: C-991.02 Issue Date: 18.08.17 Drawino Scale: 1 "=50' Sheet Title SITE PLAN Sheet Number O �J oz CL L U LO E a 0 C) CU U) Cn N z C— O O I Not for Construction Permit Drawings Designed by: DPN Checked by: TPM Proj. No.: C-991.02 Issue Date: 18.08.17 Drawino Scale: 1 "=50' Sheet Title SITE PLAN Sheet Number O E CU U Q C— O O L- o CUCo CU C- co CL 0 z �0 v, CU U C— U) I Not for Construction Permit Drawings Designed by: DPN Checked by: TPM Proj. No.: C-991.02 Issue Date: 18.08.17 Drawino Scale: 1 "=50' Sheet Title SITE PLAN Sheet Number Plotted by Devin Howe on September 12, 2018 s�snA�� its{,s�f ssRt �{ t r �vi �fl h st � �s2 ss s > sett sSts , 4 X11 ss, ss �v1 r rsr> r�s7 � kf41 S�"trs'yt�l 0 U O �J oz -I--� CIDs `nCO ' >.%75 C) CCS U) Cn Lr) z C- O 0 75;' —' o O ti N O -I--� N 0 CCS U 0 N Q C- O 0 75;' —' o O L- o � _ca CUCO CU C- on � O C/) z ICU U O � Cn ti N N 0 0 N � _ca o cv O � C p 2 O C V C O � j Q' Of -1Iz Not for Construction Permit Drawings Designed by: DPN Checked by: TPM Proj. No.: C-991.02 Issue Date: 18.08.17 Drawino Scale: 1 "=50' iheet Title GRADING AND DRAINAGE PLAN Sheet Number C3.0 PATHAAc-991.02 northamptonlantocad12018.09 revised per town commentstgrading and drainage plan.dwg Plotted by Davin Howe on September 11, 2018 C- z 0 C) -I-- CID es co r-- Lo 0 >.% 75 C) ICU U) U) Lr) C14 Z C— 0) —0 (D 75; —j.—j . . C- 0 C- 0 -I-- 0 ICU C-) C— 0) —0 (D 75; —j.—j . . C- 0 O 0 n _3 E CC CU L- Co C- C- on CU 0 L 0 U) 71 CIO 0 C- U) W ti N 0 0- _3 rte "N' 2 CD 0 > a) [if a) Of -12: I I I I I 1 10 PATH: HAC-991.02 NorthamptontAntocad12018 09 Revised per Town Commants\Erosion and Sedimentation Control Plan.dwg Not for Construction Permit Drawings Designed by: BWE Checked by: TPM Proj. No.: C-991.02 Issue Date: 18.08.17 Drawina Scale: 1 "=50' Sheet Title EROSION AND SEDIMENTATION CONTROL PLAN Sheet Number mm _3 rte "N' Not for Construction Permit Drawings Designed by: BWE Checked by: TPM Proj. No.: C-991.02 Issue Date: 18.08.17 Drawina Scale: 1 "=50' Sheet Title EROSION AND SEDIMENTATION CONTROL PLAN Sheet Number mm fitted by Devin Howe on September 11, 2018 I V I LLL V. LL - LVLT. .)U.UU LVC. 100.00 LU n K: 10.82 O � O 00 N VC: 40.0 00� o� 0LO 0�n 0r` 000 WII 0 00 O 00 ori rri tri L6 r-) W cO r7 cO r� 0 On On + N + N I- M r- M + N + N 0 W O 00 O O O + N + N n d .- W Wa a 6 WLdi -i -i j „ CULVERT ,IT.m. N GE 0 .............. - \ UG /1 co �i .... .� UG .."... E vJ J � y 0 -- ----- -. ... ..... ._�... . .. '-'-'--- _ .... ... E :2 CU - LO Cz r 0 0 V >-.p .O .....� �".e 2 00 GE __--UGE._ " ` 7 � cv Z U E UGE UGE UGE znrE GE _-UGE co 1:1 RIPRAP, M = z Ute". I RETAINING WALL A AND B PLAN VIEW SCALE:1"=10' 220 3010 220 210 20030'L WOOD GUIDERAIL 2:1 4" LOAM AND SEED SLOPE APPROX. EXIST GRADE UNDERGROUND ELECTRICAL CONDUITS -201 -101 0' WIDTH VARIES •• B -B STATION 2+43 SCALE: 1"=5' HORIZ./1"=5' VERT. 10'R WOOD GUIDERAIL ------�- 6" MASSDOT M1.03.0 TYPE C GRAVEL —'--�- 12" MASSDOT M1.03.1 �SUBBASE GRAVEL �— 1:1 RIPRAP SLOPE D50=6" PREPARED I�SUBGRADE rr pIQ z g� �� o (U) w 20'R 220 210 Not for Construction Permit Drawings Designed by: DPH Checked by: TPM Proj. No.: C-991.02 I Issue Date: 18.08.17 Drawinq Scale: As Noted Sheet Title ROADWAY CROSSING PLAN AND SECTION Sheet Number Mel 0 E co .O Q O znrE co CZ M = s� o n o C/) z co U Cn Not for Construction Permit Drawings Designed by: DPH Checked by: TPM Proj. No.: C-991.02 I Issue Date: 18.08.17 Drawinq Scale: As Noted Sheet Title ROADWAY CROSSING PLAN AND SECTION Sheet Number Mel MATCH EXISTING -OR STATION 1 +86 TO STATION 3+64 SEE SHEET C6.0 n -i IT CC'nTInNI SII I CCnTnNI N.T.S DET N0, 1-2.3 NOTES: 1. CORNER OR END POST: NOMINAL 3" O.D. GALVANIZED STEEL PIPE, MIN. 5.79 lbs./LF. 2. INTERMEDIATE POST: NOMINAL 2-3/8" O.D. GALVANIZED STEEL PIPE, MIN. 3.65 lbs./LF. 3 BRACES (TOP & BOTTOM): NOMINAL 1-5/8" O.D. GALVANIZED STEEL PIPE, MIN. 2.27 lbs./LF. 4. BRACE RAIL AND DIAGONAL BRACE ROD SHALL BE INSTALLED AT EACH 10' CORNER SECTION OF ENCLOSURE. 5 CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH (fc) OF 3,000 psi WITH 6%; AIR ENTRAINMENT. 6. ALL FENCE MATERIALS SHALL BE HOT -DIPPED GALVANIZED. 7. FENCE MESH SHALL BE 2" �TH:H:\C-991.02 Northampton\Autocad\2018.09 Revised per Town Comments\Details.dwg 211 3" 4" LOAM AND SEED MATCH EXISTING DET N0. 1-2.3 10'-0" MAX. END, CORNER, & INTERMEDIATE PANEL RAIL TIES SPACED MAX. 18" APART / POST TIES OR CLIPS SPACED MAX. 15" APART BRACE RAIL AS REQ'D WITH TIES @ 18" O.C. ° 6" GAP BETWEEN FENCE FABRIC AND FINISHED GRADE CONC. FOOTING ON ALL - CORNER, GATE AND END CONDITIONS FENCE WITH GAP N.T.S. N.T.S. 1- 5/8" MIN. TOP BRACE TOP AND BOTTOM SALVAGE TO HAVE TWISTED AND BARBED FINISH UNLESS OTHERWISE NOTED TYP. POST CAP 3" DIA. CORNER/END POST 1/4" x 3/4" FLAT STRETCHER BAR 1/4" x 3/4" BANDS & STRETCHER BARS @ CORNER/END POSTS @ 12" INTERVALS 3/8" TRUSS ROD THREADED BOTH ENDS FINISH GRADE 1- 5/8" MIN. BOTTOM BRACE OR TENSION WIRE m 12" DIA. 20' (MIN.) 6" 4'X3' SIGN POST CAP (2z O O Q O Q O d 4 4 D VARIES ON GATE N (TWO 10' SWING GATES) 3" 1 — 5/8„ MIN. 10'-0" 10'-0" VARIES 0- C .M Wca 5 O � 4" LOAM TOP BRACE 69 O C AND SEED MATCH p MESH w z EXISTING ---►. 3% Nc�v� O EXISTING z KNOX BOX SYNCARPHA GRADE 4" LOAM A7_7_> 3" METAL POST �� 2 MAX L,6 MEADOW SOLAR (SEE PLANS) V J 2111 U) Z �J L� J 1 ACCESS GATE z MEADOW MIX 0 N a) z 1 — 5/8" DIAGONAL BRACES EXISTING 1 — 5/8" MIN. 6" MASSDOT M1.03.0 TYPE C GRAVEL � BOTTOM BRACE EXTEND GRAVEL TO BACK V_0" 12" MASSDOT M1.03.1 SUBBASE GRAVEL SIDE OF LOAM (TYP.) PREPARED SUBGRADE FINISH SECTION WITHOUT SWALE e PLUNGER TYPE SECTION WITH SWALE ROAD B GRADE °° CLOSING MECHANISM N.T.S ° CONCRETE 2 BASE A° 12" 12" DET N0. 1-2.3 10'-0" MAX. END, CORNER, & INTERMEDIATE PANEL RAIL TIES SPACED MAX. 18" APART / POST TIES OR CLIPS SPACED MAX. 15" APART BRACE RAIL AS REQ'D WITH TIES @ 18" O.C. ° 6" GAP BETWEEN FENCE FABRIC AND FINISHED GRADE CONC. FOOTING ON ALL - CORNER, GATE AND END CONDITIONS FENCE WITH GAP N.T.S. N.T.S. 1- 5/8" MIN. TOP BRACE TOP AND BOTTOM SALVAGE TO HAVE TWISTED AND BARBED FINISH UNLESS OTHERWISE NOTED TYP. POST CAP 3" DIA. CORNER/END POST 1/4" x 3/4" FLAT STRETCHER BAR 1/4" x 3/4" BANDS & STRETCHER BARS @ CORNER/END POSTS @ 12" INTERVALS 3/8" TRUSS ROD THREADED BOTH ENDS FINISH GRADE 1- 5/8" MIN. BOTTOM BRACE OR TENSION WIRE m 12" DIA. NOTCH TO BE TREATED WITH PRESERVATIVE BEFORE ERECTING PLANK DET N0. 1-7.2 MINIMUM 8" HIGH LETTERS IN A CONTRAST COLOR TO SIGN BACKGROUND SIGN TO BE CONSTRUCTED ON DURABLE MATERIALS INTENDED FOR OUTDOOR USE. 1/2" CHAMFER (TYP.) 8"X8" TIMBER POST (TYP.) 4"X8" SPRUCE OR OTHER APPROVED WOOD 00 0 0 0 0 O co, co, 0 8'-0" 8'-0" 7'-2" FIRST AND LAST POSTS OF EACH SECTION TO BE SET BACK TWELVE INCHES FROM THE GENERAL LINE OF POSTS WHEN FOUR OR MORE POSTS ARE REQUIRED. ALL WOOD MEMBERS SHALL BE GIVEN A PRESERVATIVE TREATMENT. FACE OF RAIL Iz 00 4- Q o O►" GROUND LINE i L_ 4' MIN. NOTE: THIS GUIDE RAIL IS INTENDED TO PROVIDE A VISUAL BARRIER AND GUIDE ALONG ROUTES WHERE OFF PAVEMENT CONDITIONS MAY BE CONSIDERED ROADSIDE HAZARDS. THIS GUIDE RAIL IS NOT INTENDED TO PREVENT VEHICLES FROM TRAVELING OFF PAVEMENT AND WILL NOT WITHSTAND VEHICLE STRIKES. FIXED PLANK REMOVABLE PLANK GALVANIZED METAL BRACKETS 1/4" THICK FACE OF RAIL GROUND LINE � I � I I �SYNCARPHA Cr7 SOLAR z ACCESS GATE SIGNS SHALL BE MOUNTED ON THE ACCESS GATE WITH UNOBSTRUCTED VISIBILITY TO EMERGENCY PERSONNEL. TYPICAL ACCESS GATE SIGN N.T.S. N.T.S. REPLACE WITH TOPSOIL OR PATCH TO MATCH EXISTING GRADE NATIVE MATERIAL BACKFILL COMPACTED IN 6" LAYERS BURIED CABLE' WARNING TAPE (2) 24" BELOW GRADE CRUSHED STONE 3000PSI CONCRETE CONDUIT SLED (OPTIONAL) COMPACTED SAND 3" THICK 5/8" DIAMETER HOL 6" Q 40 (2z O O Q O Q O d 4 4 D VARIES x x a N 4-0 3" 2' 10'-0" 10'-0" VARIES 0- C .M Wca 5 O � 4" LOAM � O 69 O C AND SEED MATCH p 3%MATCH w z EXISTING ---►. 3% Nc�v� O EXISTING z Z 3y%+ GRADE 4" LOAM A7_7_> �� 2 MAX L,6 MEADOW MIX (SEE PLANS) V J 2111 U) Z �J L� J 1 4" LOAM AND 11— MEADOW MIX 0 N a) z MATCH EXISTING 6" MASSDOT M1.03.0 TYPE C GRAVEL � EXTEND GRAVEL TO BACK V_0" 12" MASSDOT M1.03.1 SUBBASE GRAVEL SIDE OF LOAM (TYP.) PREPARED SUBGRADE SECTION WITHOUT SWALE SECTION WITH SWALE ROAD B N.T.S NOTCH TO BE TREATED WITH PRESERVATIVE BEFORE ERECTING PLANK DET N0. 1-7.2 MINIMUM 8" HIGH LETTERS IN A CONTRAST COLOR TO SIGN BACKGROUND SIGN TO BE CONSTRUCTED ON DURABLE MATERIALS INTENDED FOR OUTDOOR USE. 1/2" CHAMFER (TYP.) 8"X8" TIMBER POST (TYP.) 4"X8" SPRUCE OR OTHER APPROVED WOOD 00 0 0 0 0 O co, co, 0 8'-0" 8'-0" 7'-2" FIRST AND LAST POSTS OF EACH SECTION TO BE SET BACK TWELVE INCHES FROM THE GENERAL LINE OF POSTS WHEN FOUR OR MORE POSTS ARE REQUIRED. ALL WOOD MEMBERS SHALL BE GIVEN A PRESERVATIVE TREATMENT. FACE OF RAIL Iz 00 4- Q o O►" GROUND LINE i L_ 4' MIN. NOTE: THIS GUIDE RAIL IS INTENDED TO PROVIDE A VISUAL BARRIER AND GUIDE ALONG ROUTES WHERE OFF PAVEMENT CONDITIONS MAY BE CONSIDERED ROADSIDE HAZARDS. THIS GUIDE RAIL IS NOT INTENDED TO PREVENT VEHICLES FROM TRAVELING OFF PAVEMENT AND WILL NOT WITHSTAND VEHICLE STRIKES. FIXED PLANK REMOVABLE PLANK GALVANIZED METAL BRACKETS 1/4" THICK FACE OF RAIL GROUND LINE � I � I I �SYNCARPHA Cr7 SOLAR z ACCESS GATE SIGNS SHALL BE MOUNTED ON THE ACCESS GATE WITH UNOBSTRUCTED VISIBILITY TO EMERGENCY PERSONNEL. TYPICAL ACCESS GATE SIGN N.T.S. N.T.S. REPLACE WITH TOPSOIL OR PATCH TO MATCH EXISTING GRADE NATIVE MATERIAL BACKFILL COMPACTED IN 6" LAYERS BURIED CABLE' WARNING TAPE (2) 24" BELOW GRADE CRUSHED STONE 3000PSI CONCRETE CONDUIT SLED (OPTIONAL) COMPACTED SAND 3" THICK 5/8" DIAMETER HOL NOTE: FINAL DUCT BANK + SECTION SHALL BE - PROVIDED BY ELECTRICAL ENGINEER THIS LAYER +_ SHALL BE REDUCED TO 0" WHERE THE CONDUITS PASS OVER THE CULVERT. MR NOTES: 1. THIS DETAIL SHALL BE USED ONLY FOR THE UNDERGROUND LINES BETWEEN THE TRANSFER STATIONS AND THE EXISTING GRID. 2. UNDERGROUND ELECTRICAL LINES FROM PANEL TO PANEL AND BETWEEN OTHER APPURTENANCES MAY BE INSTALLED IN CONDUIT THAT IS DIRECT BURIED WITHOUT CONCRETE. 3. IN ALL CIRCUMSTANCES, ALL UNDERGROUND ELECTRICAL CONDUIT SHALL FEATURE "BURIED CABLE" WARNING TAPE 24" BELOW GRADE. INTERCONNECT LIN E ELECTRICAL CONDUIT DUCTBAN K N.T.S. 6" Q 40 (2z O O Q O Q O d 4 4 D 611 x x a N 4-0 3" NOTE: FINAL DUCT BANK + SECTION SHALL BE - PROVIDED BY ELECTRICAL ENGINEER THIS LAYER +_ SHALL BE REDUCED TO 0" WHERE THE CONDUITS PASS OVER THE CULVERT. MR NOTES: 1. THIS DETAIL SHALL BE USED ONLY FOR THE UNDERGROUND LINES BETWEEN THE TRANSFER STATIONS AND THE EXISTING GRID. 2. UNDERGROUND ELECTRICAL LINES FROM PANEL TO PANEL AND BETWEEN OTHER APPURTENANCES MAY BE INSTALLED IN CONDUIT THAT IS DIRECT BURIED WITHOUT CONCRETE. 3. IN ALL CIRCUMSTANCES, ALL UNDERGROUND ELECTRICAL CONDUIT SHALL FEATURE "BURIED CABLE" WARNING TAPE 24" BELOW GRADE. INTERCONNECT LIN E ELECTRICAL CONDUIT DUCTBAN K N.T.S. 0 o Q 40 CzCz o N 4-0 N G Co U 0- C .M Wca O (p O � Q � O ry O C O p ry, w z cn Q Nc�v� O U z Z U L,6 V J U) Z �J L� J -= C:) � L a0 CJS Cn 0 N a) z 0 o Q 40 CzCz o N 4-0 N G Co U 0- C .M Wca O (p O � Q � O ry O C O ry, ry, 0 z CoL Q Ca 0- O U z cz U V J 0 o CzCz o N N G ca N 0- C .M O (p O � � O C C O ry, ry, 0 z ,I, '. 11 1 r4.11.196. Not for Construction Permit Drawings Designed by: Checked by: TPM Proj. No.: C-991.02 Issue Date: 18.08.17 Drawina Scale: N.T.S Sheet Title SITE DETAILS Sheet Number WC 0 C Ui R M O 0 U) U) co DET N0. 4-2 ��---- 6' MAX CENTER TO CENTER ---- ►� V ELEVATION 48 IN MIN. FENCE POST LENGTH WOVEN SLIT FILM GEOTEXTILE EMBED GEOTEXTILE MIN. OF 8" VERTICALLY INTO THE GROUND. BACKFILL AND COMPACT THE SOIL ON BOTH SIDES OF GEOTEXTILE CROSS SECTION 24" (MIN.) 48 IN MIN. FENCE POST LENGTH DRIVEN MIN. 18 IN INTO GROUND 30 IN MAX. HEIGHT OF WOVEN SLIT FILM GEOTEXTILE 8 IN MIN. DEPTH INTO GROUND STEP 1 POSTS STEP 2 JOINING TWO ADJACENT SILT FENCE SECTIONS (TOP VIEW) STAPLE TWIST INCHES OR LESS OF STAKE EXPOSED ABOVE WATTLE. STAKE SHALL BE A MAXIMUM POSTS TOGETHER STAPLE STAPLE STAPLE � STAPLE STAPLE FINAL STEP 3 CONFIGURATION E STAPLE STAPLE FENCE POST L JOINING TWO ADJACENT SILT FENCE SECTIONS (TOP VIEW) 24 IN MIN. INCHES OR LESS OF STAKE EXPOSED ABOVE WATTLE. STAKE SHALL BE A MAXIMUM OF 4 FEET APART AND WITHIN 2 FEET OF ABOVE GROUND 1. THE STEEL MESH REINFORCED SILT 2. THE STRAW WATTLES CAN BE FENCE CAN BE ORDERED ONLINE CONSTRUCTION SPECIFICATIONS UNDISTURBED 1. USE WOOD POSTS 13/4 X 13/4 ± Y6 INCH (MINIMUM) SQUARE CUT OF SOUND QUALITY HARDWOOD. AS AN ALTERNATIVE TO WOODEN POST GROUND TEL: 1-800-745-8344, OR USE STANDARD "T" OR "U" SECTION STEEL POSTS WEIGHING NOT LESS THAN 1 POUND PER LINEAR FOOT. y'� /1 2. USE 48 INCH MINIMUM POSTS DRIVEN 18 INCH MINIMUM INTO GROUND NO MORE THAN 8 FEET APART. FENCE POST 2'-3» TEL: 1 -413-548-8000 DRIVEN 3. USE WOVEN SLIT FILM GEOTEXTILE AND FASTEN GEOTEXTILE SECURELY TO UPSLOPE SIDE OF FENCE POSTS WITH WIRE TIES OR STAPLES A MIN. OF 18 24" AT TOP AND MID-SECTION. IN INTO 3'-7" 9.1"/2" THE GROUND 4. EMBED GEOTEXTILE A MINIMUM OF 8 INCHES VERTICALLY INTO THE GROUND. BACKFILL AND COMPACT THE SOIL ON BOTH SIDES OF 3" 30" FABRIC. 1'-7" 5. WHERE TWO SECTIONS OF GEOTEXTILE ADJOIN: OVERLAP, TWIST, AND STAPLE TO POST IN ACCORDANCE WITH THIS DETAIL. 60" 6. EXTEND BOTH ENDS OF THE SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEET UPSLOPE AT 3.1 "/2" 36" 45 DEGREES TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM GOING AROUND THE ENDS OF THE SILT FENCE. 2'-11" 7. REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN SILT FENCE OR WHEN SEDIMENT REACHES 25% OF FENCE 72" 24.5"/16" HEIGHT. REPLACE GEOTEXTILE IF TORN. IF UNDERMINING OCCURS, REINSTALL FENCE. 4" 42" SILT FENCE 2'-11 " 5'-3" N.T.S. MIN. 48" LONG HARDWOOD POSTS (MAX. 8' APART) STEEL MESH REINFORCED SILT FENCE - TO BE SECURELY FASTENED TO EACH POST (SEE NOTE 1.) `9" DIAMETER STRAW WATTLES (SEE NOTE 2.) BACKFILL OVER FABRIC 18" (MIN.) 6" x 6" TRENCH NOTE: L WATTLES SHALL BE STAKED A MINIMUM OF 24 INCHES INTO THE GROUND WITH 2 INCHES OR LESS OF STAKE EXPOSED ABOVE WATTLE. STAKE SHALL BE A MAXIMUM OF 4 FEET APART AND WITHIN 2 FEET OF END OF WATTLE SECTIONS. 1. THE STEEL MESH REINFORCED SILT 2. THE STRAW WATTLES CAN BE FENCE CAN BE ORDERED ONLINE ORDERED AT: WWW.DGIINDUSTRIES.COM ONLINE AT: WWW.NEWP.COM. THE COMPANY CAN BE REACHED AT: THE COMPANY CAN BE REACHED AT: TEL: 1-800-745-8344, OR NEW ENGLAND WETLAND PLANTS, INC. TEL: 1 -603-227-0495 820 WEST STREET FAX: 1 -603-227-0498 AMHERST, MA 01002 2'-3» TEL: 1 -413-548-8000 36" FAX: 1-413-549-4000 SILT FENCE STRAW WATTLE DETAIL 1 1/2" TO 2" CRUSHED STONE BOTTOM OF SWALE OR DITCH N.T.S. ELEVATION • • .�.. �i ate.• �•a �,�� i i �.'�� GUIDELINES: 1. THE DRAINAGE AREA OF THE DITCH OR SWALE BEING PROTECTED SHOULD NOT EXCEED 10 ACRES EXCEPT AS MAY BE REQUIRED BY THE PLANS. 2. THE MAXIMUM HEIGHT OF THE CHECK DAM SHALL NOT EXCEED ONE HALF THE DEPTH OF THE CHANNEL. 3. THE MAXIMUM SPACING BETWEEN THE CHECK DAMS SHOULD BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. MAINTENANCE: 1. SEDIMENT MUST BE REMOVED WHEN IT ACCUMULATES TO 25% OF THE ORIGINAL HEIGHT OF THE CENTER OF THE CHECK DAM. SPOILS ARE TO BE PLACED WHERE THEY WILL NOT BE WASHED BACK INTO A DRAINAGE SYSTEM OR WETLAND AREA. DET N0. 4-3 O PATH:H:\C-991.02 Northam ANGLE FIRST STAKE PREVIOUSLY U BINDING TWINE SHALL LAID PARALLEL GROUND SURF INSTALLATION PROCEDURE FOR SHEET FLOW APPLICATIONS: REBAR, STEEL PICKETS, OR 2"X2" STAKES 1 1/2 TO 2 FEET INTO THE GROUND 1. EXCAVATE A 4 INCH DEEP TRENCH THE WIDTH OF A BALE AND THE LENGTH OF THE PROPOSED BARRIER. THE BARRIER SHOULD FOLLOW THE SLOPE CONTOUR. IF THE BARRIER IS AT THE TOE OF THE SLOPE, PLACE IT 5 TO 6 FEET AWAY FROM THE SLOPE IF POSSIBLE. THIS PLACEMENT WILL PROVIDE ACCESS FOR MAINTENANCE AND ALLOW COURSE SEDIMENT TO DROP OUT OF SUSPENSION BEFORE IT REACHES THE BARRIER. 2. PLACE BALES IN THE TRENCH WITH THEIR ENDS TIGHTLY ABUTTING. CORNER ABUTMENT IS NOT ACCEPTABLE. A TIGHT FIT IS IMPORTANT TO PREVENT SEDIMENT FROM ESCAPING THROUGH THE SPACES BETWEEN BALES. 3. ALL BALES MUST BE EITHER WIRE -BOUND OR STRING TIED. INSTALL BALES SO THAT BINDINGS ARE ORIENTED AROUND THE SIDES RATHER THAN ALONG THE TOPS AND BOTTOMS OF THE BALES. IF THE BINDING IS PLACED IN CONTACT WITH THE SOIL, IT WILL SOON DISINTEGRATE AND CAUSE THE BALE TO FALL APART. 4. SECURELY ANCHOR EACH BALE BY DRIVING AT LEAST TWO STAKES THROUGH THE BALE. DRIVE THE FIRST STAKE IN EACH BALE TOWARD THE PREVIOUSLY LAID BALE TO FORCE THE BALES TOGETHER. DRIVE THE STAKES AT LEAST 1 1/2 FEET INTO THE GROUND. WOOD STAKES 2 BY 2 INCHES BY 4 FT. ARE BEST. REBAR ALSO CAN BE USED AS STAKES, BUT THEY ARE NOT RECOMMENDED BECAUSE THEY CAN POSE A HAZARD TO EQUIPMENT WHEN BALES DISINTEGRATE. 5. FILL ANY GAPS BETWEEN BALES BY WEDGING LOOSE STRAW BETWEEN THE BALES. LOOSE STRAW SCATTERED OVER THE AREA IMMEDIATELY UPHILL FROM A STRAW BALE BARRIER TENDS TO INCREASE BARRIER EFFICIENCY. IT IS PICKED UP BY RUNOFF AND TRANSPORTED TO HOLES IN THE BARRIER, WHICH IT TENDS TO SEAL. BACKFILL THE TRENCH WITH THE EXCAVATED SOIL AND COMPACT IT. THE BACKFILL SOIL SHOULD CONFORM TO THE GROUND LEVEL ON THE DOWNHILL SIDE OF THE BARRIER AND SHOULD BE BUILT UP TO 4 INCHES ABOVE THE GROUND ON THE UPHILL SIDE OF THE BALES. 6. INSPECT AND REPAIR OR REPLACE DAMAGED BALES PROMPTLY. STRAW BALES TYPICALLY DETERIORATE WITHIN THREE MONTHS WHEN WET. REMOVE THE STRAW BALES WHEN THE UPSLOPE AREAS HAVE BEEN PERMANENTLY STABILIZED. DET N0. 4-7 BOTTOM OF SWALE OR DITCH STRAW BALE N.T.S. L = DISTANCE SUCH THAT POINTS A AND B ARE OF STONE CHECK EQUAL ELEVATION. DAM (TYP.) POINT A TEMPORARY STONE CHECK DAM N.T.S. L SPACING DETAIL SPACING BETWEEN CHECK DAMS SLOPE L (FT. /FT.) (FT.) 0.020 100 0.030 66 0.040 50 0.050 40 0.080 25 0.100 20 POINT B FLOW 45' � 1. 12 IN MIN. SECTION AREA TO BE PROTECTED FL O_ W 45> FI TER LOG 1 1 TRENCH INTO 12 IN GROUND 4 IN MIN. MIN. 21N X 2 IN STAKES SECTION DET N0. 4-8 DET N0. 4-6 Z- WOOD MULCH OR COMPOST TO 2 HEIGHT OF LOG UNTRENCHED INSTALLATION TRENCf GROUND 4 ISOMETRIC VIEW AREA TO BE PROTECTED TER LOG AREA TO BE PROTECTED MIN 2OVERLAP MULCH OR COMPOST - 21N X 2 IN STAKES FOR UNTRENCHED LOGS w WORK AREA w = o Cf) L, PLAN CONSTRUCTION SPECIFICATIONS 1. PRIOR TO INSTALLATION, CLEAR ALL OBSTRUCTIONS INCLUDING ROCKS, CLODS, AND DEBRIS GREATER THAN ONE INCH THAT MAY INTERFERE WITH PROPER FUNCTION OF FILTER LOG. 2. FILL LOG NETTING UNIFORMLY WITH COMPOST, STRAW, WOOD CHIPS, OR OTHER APPROVED BIODEGRADABLE MATERIAL TO DESIRED LENGTH SUCH THAT LOGS DO NOT DEFORM. 3. INSTALL FILTER LOGS PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE WITH THE BEGINNING AND END OF THE INSTALLATION POINTING SLIGHTLY UP THE SLOPE CREATING A "J" SHAPE AT EACH END TO PREVENT BYPASS. 4. FOR UNTRENCHED INSTALLATION BLOW OR HAND PLACE MULCH OR COMPOST ON UPHILL SIDE OF THE ENTRENCHED INSTALLATION` SLOPE ALONG LOG. THIS APPLICATION MAY NOT BE USED WITH LOGS SMALLER THAN 12 IN. 5. STAKE FILTER LOG EVERY 4 FEET OR CLOSER ALONG ENTIRE LENGTH OF LOG OR TRENCH LOG INTO FILTER LOG GROUND A MINIMUM OF 4 INCHES AND STAKE LOG EVERY 4 FEET OR CLOSER. 6. USE STAKES WITH A MINIMUM NOMINAL CROSS SECTION OF 2X2 INCH AND OF SUFFICIENT LENGTH TO ATTAIN A MINIMUM OF 12 INCHES INTO THE GROUND AND 3 INCHES PROTRUDING ABOVE LOG. 7. WHEN MORE THAN ONE LOG IS NEEDED, OVERLAP ENDS 12 INCHES MINIMUM AND STAKE. 8. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO A DEPTH OF Y2 THE EXPOSED HEIGHT OF LOG AND REPLACE MULCH. REPLACE FILTER LOG IF TORN. REINSTALL FILTER LOG IF UNDERMINING OR DISLODGING OCCURS. REPLACE CLOGGED FILTER LOGS. SILT SOCK DETAIL N.T.S. / / / c / Ow°c�� ° (IF NEEDED) ��► FLOW s o - )h MSN FLOW NOTES: 1. STONE SHALL BE COURSE AGGREGATE, 2 TO 3 INCH STONE. 2. THE LENGTH OF THE CONSTRUCTION EXIT SHALL NOT BE LESS THAN 50 FEET, EXCEPT FOR A SINGLE FAMILY RESIDENTIAL LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY. 3. THE MINIMUM THICKNESS OF THE STABILIZED EXIT SHALL NOT BE LESS THAN 8 INCHES. 4. THE WIDTH SHALL NOT BE LESS THAN THE FULL WIDTH OF THE INGRESS OR EGRESS POINT OR 20 FEET, WHICHEVER IS GREATER. 5. GEOTEXTILE FILTER CLOTH SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. FILTER CLOTH IS NOT REQUIRED FOR A SINGLE FAMILY RESIDENTIAL LOT. 6. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS. 7. ALL SURFACE WATER THAT IS FLOWING TO OR DIVERTED TOWARD THE CONSTRUCTION ENTRANCE SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A BERM WITH 5:1 SIDE SLOPES THAT CAN BE CROSSED BY VEHICLES MAY BE SUBSTITUTED FOR PIPE. 8. WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF NECESSARY, WASHRACK DESIGN MAY CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THAT WILL REMOVE MUD AND DIRT. 9. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH THE USE OF SAND BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS. 10. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED PROMPTLY. STABILIZED CONSTRUCTION ENTRANCE N.T.S. 4" x 2" x 2'-6" ALUMINUM MOUNTING BAR W/4 - 3 " ANCHOR BOLTS FOR SECURING MOUNTING BAR TO RCP FLARED END 3" X2' ALUMINUM BAR RACK SPACED EVELY @ 6" O.C. WELD BAR RACK @ EACH END TO MOUNTING BARS 4"X2" X 8' ALUMINUM BAR SHAPED TO FIT FLARED END FILLET & SIDEWALL SECURE MOUNTING BAR TO RCP FLARED END W/ 6-8" ANCHOR BOLTS PLAN VIEW - TYP. EACH PIPE 4"X 2" X 2'-6" ALUMINUM MOUNTING BAR W/ 4- 8" ANCHOR BOLTS FOR SECURING MOUNTING BAR TO RCP FLARED END 3"X 2' ALUMINUM BAR RACK SPACED EVENLY @ 6" O.0 RACK SEE DETAIL 4" x 2" x 8' ALUMINUM BAR SHAPED TO FIT FLARED END FILLET & SIDEWALL. SECURE REMOVE & MOUNTING BAR TO RCP FLARED END W/ 6- 3" TRIM BARS ANCHOR BOLTS AS SHOWN A B INLET OUTLET --- L=-=--��----- �- L DIA. OVERALL LAYING LENGTH L A B C D R1 R2 WALL THICKNESS T 12" 6'-1 » 4'-1 » 2,-0" 4> 24" 10.178" /8" 8" 2" 18" 6'-1" 3'-10" 2'-3» 91, 36" 15.1 "/2" 12" 2.1 "/2" 24" 6'-1" 2'-6" 3'-7" 9.1"/2" 48" 16.13"/16" 14" 3" 30" 6'-1" 1'-7" 4'-6" 12 60" 18.1 "/2" 15" 3.1 "/2" 36" 8'-1" 2'-11" 5'-3" 15" 72" 24.5"/16" 20" 4" 42" 8'-2" 2'-11 " 5'-3" 21 " 78" 27.1 "/2" 22" 4.1 "/2" 48" 8'-2" 2'-2" 6'-0" 24" 84" 28.1 "/2" 22" 0'-5" 54" 8'-2" 2'-9" 5'-5" 27" 90" 33.1 "/8" 24" 5.1 "/2" 60" 8'-3" 3'-3" 5'-0" 30" 96" 36.11 "/16" 24" 6" NOTE: JOINTS MAY BE FURNISHED WITH EITHER BELL & SPIGOT OR TONGUE AND GROOVE ENDS. DET N0. 3-7 CONCRETE FLARED END WITH BAR RACK DETAIL N.T.S. *USE FIELD MITRE FOR CULVERTS WITH A DIAMETER LESS THAN 18" *BAR RACKS ARE ONLY REQUIRED ON PIPES 18" AND OVER IN SIZE. E C - z O L C:) OL U C5 LO >_ a0 0 C) C) N z co 2i L 0 _ E O co 2i L 0 _ 0:� '(+Lf -1117 CDL E CD CL O L � 71 U U) m 0 Not for Construction Permit Drawings Designed by: 77 Checked by: TPM Proj. No.: C-991.02 1 Issue Date: 18.08.17 Drawina Scale: N.T.S Sheet Title EROISION CONTROL AND STORMWATER DETAILS Sheet Number CE.1 DET N0. 4-4 U C rn U O U) W U) co STAPLES BLANKETS ABUT TOGETHEF COMMON ROW OF STAPLES SHOULD BE STAPLED INTC EACH BLANKET. ONE STAPLE HOLDS BOTH BLANKETS TO THE SOIL. SIDE SEAM ABUT STAPLE DETAIL JI PATH:H:\C-991.02 Northam DO NOT NEED TO TRENCH BLANKET IN IF IT CAN BE EXTENDED A MINIMUM OF 3'-0" OVER THE CREST OF THE SLOPE. FVTFNrn of ANii«T A MINIMUM CREST OF TAIL SLOPE DETAIL BLANKET OVERLAP, 2"-4" I � STAPLES ARE THROUGH BOTH BLANKETS SIDE SEAM OVERLAP STAPLE DETAIL 3'-0" MIN. STAPLE 12" O.C. ALONG BOTTOM OF BLANKET AT THE END OF SLOPE Y BOTTOM OF SLOPE TERMINATION 45` MITRE OR - FLARED END DIA - FLOW DET N0. 4-14 LT DIA INV. ELEV. 1_2 FILTER FABRIC 12" AGGREGATE SUBBASE GRAVEL NOMINAL PLAN RIPRAP SECTION VIEW 1" TO 3" OF STONE FILTER FABRIC ON UNDISTERBED SOIL DIA FLOW I 1_1 --►{-�-- L2 --►�-� L 1 LT RIPRAP PLUNGE POOL WITH LEVEL SPREADER N.T.S. v SLOPE 1 KAW SLOPE TO INTERCEPT SIDE SLOPE MATCH TO NATURAL GROUND OR EXISTING PROFILE FILL OR CUT SLOPES RIPRAP TOTER L TOPOFTBERM PIPE L OVERLAP - SEE DETAIL SIDE SEAM - SEE DETAIL TO EXTEND A MINIMUM OF -YOND TOE OF SLOPE. FOR OF SLOPE TERMINATION, SIL 3/1 CURLEX BLANKET N.T.S. END ROLL OVERLAP SEAM OF BLANKETS OVERLAP 2"-4". ACE STAPLES, ONE ON EACH CORNER OF ANKET, 12" O.C. ALONG BLANKET END ROUGH BOTH BLANKETS. UPSLOPE ANKET LAPS OVER DOWNSLOPE BLANKETS A SHINGLE AFFECT. A DET N0. 4-15 SECTION A -A TOP OF RIPRAP FLUSH W/ PIPE INVERT RIPRAP APRON TO BE BELOW NO MAL POOL LEVEL IN STORMWATER MANAGEMENT PONDS NOMINAL PLAIN RIPRAP SEE SCHEDULE BELOW MIRAFI 140 N OR EQUAL 12" DEPTH, SUBBASE GRAVEL A NATURAL GROUND OR FILL OR CUT SLOPES NATURAL GROUND OR FILL OR CUT SLOPES �d DITCH F�Ow - i011to] NOTES: 1. POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE. IF SLOPES EXCEED 2% SEED AND MULCH DIVERSION, TRY NOT EXCEED 5% (HIGH RUNOFF VELOCITIES RESULT). MAXIMUM DRAINAGE AREA IS 5.00 ACRES WITHOUT SUPPORTING CALCULATIONS FOR PERMANENT CHANNEL. DIVERSIONS AT THE TOPS OF SLOPES MUST EMPTY INTO AN APPROVED SLOPE DRAIN (SEE DETAILS). THE BERM/ DITCH IS THE MOST COMMONLY USED DIVERSION. 2. MACHINE COMPACTION OF ALL FILL IS REQUIRED. 3. DIVERSIONS SUFFICIENT TO DIRECT ALL SEDIMENT -LADEN STORMWATER INTO SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO CLEARING AND GRUBBING OF AREA (OR IN CONJUCTION WITH THIS OPERATION IF SEDIMENT CONTROLS AND DIVERSIONS ARE INSTALLED AT EACH CRITICAL POINT AS INDICATED). 4. DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY CONSTRUCTION OPERATIONS. 5. DIVERSIONS SHOULD BE SEEDED AND MULCHED IF THEY ARE TO REMAIN IN PLACE OVER 14 DAYS. CHECK DIVERSIONS AFTER EACH RAIN, OR ONCE PER WEEK WHICH EVER IS THE SHORTER DURATION. REPAIR AS NEEDED TO MAINTAIN FUNCTION. TEMPORARY DIVERSION BERM / DITCH DETAIL DET N0. 4-20 N.T.S. CULVERT DIAMETER (D) LENGTH (L) WIDTH (W) STONE d50 SCHEDULE 12" 8' 12' DIA. L1 L2 LT W1 W2 WT D STONE D50 RIPRAP THICHKNESS 6" 4' 2' 10' 3' 2' 8' 2' 6" 14" 12" 4' 2' 10' 3 2' 8. 2r 6" 14" 12" 4' 2' 10, 3� 2� 8r15" 2 6" 14" 18 o 2' � 10 3' 2' 8r4' 2 6" 14 n 24" r 6 r 3r > 15 r 4.5 r 3� > 12� r 3 n 6 " 14�� 30 81 4 20 6 4 14 4 rr 12 27 n 36" r 8 r 4r r 20 r 6 r 4� > 14� r 4 n 12r� n 27�� 42 81 4 20 6 4 14 4 12 27 48" 10' 5' 25' 7.5' 5' 20' 5' 12" 27" DIA FLOW I 1_1 --►{-�-- L2 --►�-� L 1 LT RIPRAP PLUNGE POOL WITH LEVEL SPREADER N.T.S. v SLOPE 1 KAW SLOPE TO INTERCEPT SIDE SLOPE MATCH TO NATURAL GROUND OR EXISTING PROFILE FILL OR CUT SLOPES RIPRAP TOTER L TOPOFTBERM PIPE L OVERLAP - SEE DETAIL SIDE SEAM - SEE DETAIL TO EXTEND A MINIMUM OF -YOND TOE OF SLOPE. FOR OF SLOPE TERMINATION, SIL 3/1 CURLEX BLANKET N.T.S. END ROLL OVERLAP SEAM OF BLANKETS OVERLAP 2"-4". ACE STAPLES, ONE ON EACH CORNER OF ANKET, 12" O.C. ALONG BLANKET END ROUGH BOTH BLANKETS. UPSLOPE ANKET LAPS OVER DOWNSLOPE BLANKETS A SHINGLE AFFECT. A DET N0. 4-15 SECTION A -A TOP OF RIPRAP FLUSH W/ PIPE INVERT RIPRAP APRON TO BE BELOW NO MAL POOL LEVEL IN STORMWATER MANAGEMENT PONDS NOMINAL PLAIN RIPRAP SEE SCHEDULE BELOW MIRAFI 140 N OR EQUAL 12" DEPTH, SUBBASE GRAVEL A NATURAL GROUND OR FILL OR CUT SLOPES NATURAL GROUND OR FILL OR CUT SLOPES �d DITCH F�Ow - i011to] NOTES: 1. POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE. IF SLOPES EXCEED 2% SEED AND MULCH DIVERSION, TRY NOT EXCEED 5% (HIGH RUNOFF VELOCITIES RESULT). MAXIMUM DRAINAGE AREA IS 5.00 ACRES WITHOUT SUPPORTING CALCULATIONS FOR PERMANENT CHANNEL. DIVERSIONS AT THE TOPS OF SLOPES MUST EMPTY INTO AN APPROVED SLOPE DRAIN (SEE DETAILS). THE BERM/ DITCH IS THE MOST COMMONLY USED DIVERSION. 2. MACHINE COMPACTION OF ALL FILL IS REQUIRED. 3. DIVERSIONS SUFFICIENT TO DIRECT ALL SEDIMENT -LADEN STORMWATER INTO SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO CLEARING AND GRUBBING OF AREA (OR IN CONJUCTION WITH THIS OPERATION IF SEDIMENT CONTROLS AND DIVERSIONS ARE INSTALLED AT EACH CRITICAL POINT AS INDICATED). 4. DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY CONSTRUCTION OPERATIONS. 5. DIVERSIONS SHOULD BE SEEDED AND MULCHED IF THEY ARE TO REMAIN IN PLACE OVER 14 DAYS. CHECK DIVERSIONS AFTER EACH RAIN, OR ONCE PER WEEK WHICH EVER IS THE SHORTER DURATION. REPAIR AS NEEDED TO MAINTAIN FUNCTION. TEMPORARY DIVERSION BERM / DITCH DETAIL DET N0. 4-20 N.T.S. SCHEDULE FOR STORM DRAIN CULVERT DIAMETER (D) LENGTH (L) WIDTH (W) STONE d50 RIPRAP THICKNESS 12" 8' 12' STRAP � D 8' 12' 6" 14" 18" 10' 12' 6" 14" 24" 12' 14' FLOW 14" 30" 20' 23' 12" 27" 36" FILTER BAG P 27" 42" 24' 28' 12" 27" 48" 28' 12" MIN. 12" 27" 0 o L RIPRAP GRADATION AND PLACEMENT- THE RIPRAP � GRADATION SHALL BE WELL- GRADED MIX FROM ABOUT®tea ggBDq®q °®QP®®®®®44 -- ---®- -° ®pQq°p 1.5 TIMES THE D SIZE TO ABOUT 25 PERCENT OF THE D P ®q4®®$&,® q®°®®®�°Q®A,°aq® SIZE. THE RIPRAP STONES SHALL BE CAREFULLY PLACED WORKING FROM THE TOE OF THE SLOPE UPWARD. THE PUMP DISCHARGE HOSE STONES SHOULD BE LOWERED TO THE SLOPE AND NOT MULCH, LEAF/WOOD COMPOST, BE ALLOWED TO DROP MORE THAN 12 INCHES ONTO THE WOODCHIPS, SAND, OR STRAW BALES GEOTEXTILE. THE FINISHED SURFACE SHALL BE A STRAP PLAN VIEW FILTER BAG RELATIVELY SMOOTH UNIFORMLY SLOPED SURFACE. SLOPE FLOW 5% MAX. SCHEDULE FOR STORM DRAIN CULVERT DIAMETER (D) LENGTH (L) WIDTH (W) STONE d50 RIPRAP THICKNESS 12" 8' 12' 6" 14" 15" 8' 12' 6" 14" 18" 10' 12' 6" 14" 24" 12' 14' 6" 14" 30" 20' 23' 12" 27" 36" 20' 23' 12" 27" 42" 24' 28' 12" 27" 48" 28' 32' 12" 27" RIPRAP OUTLET APRON N.T.S. T CONSTRUCTION SPECIFICATIONS ELEVATION 1. TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE. 00 2. PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND, OR STRAW BALES) LOCATED ON A LEVEL OR 5% MAXIMUM SLOPING SURFACE. DISCHARGE TO A STABILIZED AREA. EXTEND BASE A MINIMUM OF 12 INCHES FROM EDGES OF BAG. 3. CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING RATE. 4. REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR AFTER BAG HAS REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT FROM THE BAG IN AN APPROVED UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END OF THE WORK DAY. RESTORE THE SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON REMOVAL OF THE DEVICE. 5. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING OPERATION KEEP CONNECTION BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT. REPLACE BEDDING IF IT BECOMES DISPLACED. FILTER BAG DET N0. 4-1 N.T.S. m 0 Not for Construction Permit Drawings Designed by: Checked by: TPM Proj. No.: C-991.02 1 Issue Date: 18.08.17 Drawina Scale: N.T.S Sheet Title EROISION CONTROL AND STORMWATER DETAILS Sheet Number C7.2 O L oz ti CU CIO LO a0 0 CCS C) C) N z co L O o � m 0 Not for Construction Permit Drawings Designed by: Checked by: TPM Proj. No.: C-991.02 1 Issue Date: 18.08.17 Drawina Scale: N.T.S Sheet Title EROISION CONTROL AND STORMWATER DETAILS Sheet Number C7.2 O CCS V QC co L O o � E CD 0 o L � � U U) m 0 Not for Construction Permit Drawings Designed by: Checked by: TPM Proj. No.: C-991.02 1 Issue Date: 18.08.17 Drawina Scale: N.T.S Sheet Title EROISION CONTROL AND STORMWATER DETAILS Sheet Number C7.2 I TERMINATE RACEWAY AT HEIGHT SPECIFIED BY UTILITY PROVIDER AND SEAL ll:Z�lI1v�ZK�1�1»IR! o) PROVIDE BRACING PER LOCAL UTILITY REQUIREMENTS NOTE: FINAL CONDUIT RISER DETAIL SHALL BE PROVIDED BY ELECTRICAL ENGINEER BRACKET ASSEMBLY SCH 40 PVC GROUND ROD—/ 10' — 0" ADAPTER COUPLING RIGID GALVANIZED STEEL STEEL TO PVC CONDUIT REQUIRED CONDUIT RISER ELEVATION DETAIL N.T.S. SADDLE TO BE WELDED TO BASE NOTES: 1. 12" TO 3" GALVANIZED SUPPORTS. 2. MATERIAL FOR SADDLE TO BE HOT ROLLED STEEL. 3. BEAM SADDLE FORMED FROM 4" THICK STEEL PLATE. 4. HELICAL ANCHOR SUPPORTS TO BE TORQUED INTO EXISTING SUBSURFACE. NOTE: FINAL DESIGN OF ANCHORS AND SUPPORTS TO BE DESIGNED BY LICENSED STRUCTURAL ENGINEER AND APPROVED BY THE BUILDING INSPECTOR PRIOR TO CONSTRUCTION. SOLAR PANEL SUPPORT SECTION (OR EQUAL) N.T.S. EQUIPMENT nnninnr-rr c -i nn nrn ni nni DET NO. 7-4a MASSDOT M1.03.1 `' `'LK EACH WAY Z n W ADE EQUIPMENT OUTLINE CONCRETE SLAB ON GRADE 18" THICK W/ #4 BARS AT 12" EACH WAY TOP AND BOTTOM CONCRETE PAD DETAIL N.T.S. 0 PSI, 4% TO 6% AIR 3GREGATE SIZE. BE ASTM—A615 GRADE 60. 3. MINIMUM CONCRETE COVER OVER STEEL SHALL BE 3". 4. WOOD FLOAT FINISH LEAVING NO DEPRESSIONS. NOTE: FINAL CONCRETE PAD DETAIL SHALL BE PROVIDED BY STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. CU Y��z EXISTING GRADE NOTE: TERMINATE AND CAP Ln aO o SPARE RACEWAY N z INTERCONNECTION ON PUBLIC STREET TO BE DESIGNED AND TOP SOIL PERMITTED BY LOCAL SUBSOIL z EXTENSION SECTION ELECTRICITY PROVIDER 12" m Q (AS NECESSARY) N => o=ZD ZD GRADEEh E co z m HELICAL PIER SECTION 90° x 36" RADIUS SWEEP ELBOWS _ HELICAL PIER #4 CU GROUND LEAD SECTION LEAD SCH 40 PVC GROUND ROD—/ 10' — 0" ADAPTER COUPLING RIGID GALVANIZED STEEL STEEL TO PVC CONDUIT REQUIRED CONDUIT RISER ELEVATION DETAIL N.T.S. SADDLE TO BE WELDED TO BASE NOTES: 1. 12" TO 3" GALVANIZED SUPPORTS. 2. MATERIAL FOR SADDLE TO BE HOT ROLLED STEEL. 3. BEAM SADDLE FORMED FROM 4" THICK STEEL PLATE. 4. HELICAL ANCHOR SUPPORTS TO BE TORQUED INTO EXISTING SUBSURFACE. NOTE: FINAL DESIGN OF ANCHORS AND SUPPORTS TO BE DESIGNED BY LICENSED STRUCTURAL ENGINEER AND APPROVED BY THE BUILDING INSPECTOR PRIOR TO CONSTRUCTION. SOLAR PANEL SUPPORT SECTION (OR EQUAL) N.T.S. EQUIPMENT nnninnr-rr c -i nn nrn ni nni DET NO. 7-4a MASSDOT M1.03.1 `' `'LK EACH WAY Z n W ADE EQUIPMENT OUTLINE CONCRETE SLAB ON GRADE 18" THICK W/ #4 BARS AT 12" EACH WAY TOP AND BOTTOM CONCRETE PAD DETAIL N.T.S. 0 PSI, 4% TO 6% AIR 3GREGATE SIZE. BE ASTM—A615 GRADE 60. 3. MINIMUM CONCRETE COVER OVER STEEL SHALL BE 3". 4. WOOD FLOAT FINISH LEAVING NO DEPRESSIONS. NOTE: FINAL CONCRETE PAD DETAIL SHALL BE PROVIDED BY STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. E L.L LENGTH VARIES PER. CLIENT SPE TION .° coTYPI (162 T E R R A co U Q ""_.#^" d'� ., 5 Y >*n Yt '^v '^w ✓.""v' .^'*. ter' i" 1,7, 7 a :'� ��k' ,. i,, iw.,s . it t � :. r -m CLEARANCE C- 12"-36" Ccs L V _ .CLL _ , , =CATTOW TYP E 1r Q CL O V; - ', rt#�rTctE�L �_;:^ ,�,Y°�Z-PURLIN 7 RirS .E� w.a,..,. SUPPORT PAIL - �E ; '-(. 1/4"-20 x 1" FULLY THREADED SS HEX FOT,,FX.TE—MAL— 11NT$raESHE-M Ta7i7TN LtiCfl WASHER, FLAT ASHEk,Lakl%�ki!_Ta, SIDE ELEVATION LOCUS DETAIL (TYPICAL INSTALLATION) FWR, LEG Ti 318--16 X 6" U -BOLT, TWO FLAT WASHERS, TWO LDCKMAMMS, I TWO HEX NUTS, AND 2-ff URLiN S iat, 4 TTE E f/nl 319 --Iii 6° Lt -NOUT, FLAT L. _ �v:A m 2-3 _ RA - , —11- :..� '"°" "'"'"a 2-318„ ;- .S EAN10--'a,. -�.. .. :AM TAUT v PATH:H:\C-991.02 Northam We REAR VIEW (TYPICAL INSTALLATION) 3/16" GALVANIZED STEEL WIRE ROPE CROSS BRAES TILE— AND TWO GALVANIZED WIRE RDPE =- GALVANIZED STEEL TURMUCKLE—l'o" 318"-16 X I-1/2" CARRIAGE BOLT, LOCK WA-5T4ER,,ANn LIEN, 511 INSET DETAIL "B" 3116" GALVANIZED STEEL WIRE ROPE CROSS MICE MIRLE AND TWO GALVANIZED WIRE:... ,. Its :X 2-51-7 HEX BOLT, LOCK WA94ER, AND 14FEN NUT 7ELE5CDMG LA71ERAL FRAM VNND -q MJTj SET SCREWS AND TAS NUTS TERRAFARM GROUND MOUNT N.T.S. 3,18"46 X 1 1d2" CARRIAGE BOLT MCKWASHIE9,AND ' NitT -,f REAR LESIUMETIALT INSET DETAIL "A" * DETAIL PROVIDED FOR ILLUSTRATIVE PURPOSED ONLY. ACTUAL GROUND MOUNT VENDOR MAY VARY. ** DETAIL TAKEN FROM TERRA SMART DATA SHEETS FOR Terra Farm GROUND MOUNT- LANDSCAPE EM T1, R ' , R A L , P N?' Application: Commercial to Utility Scale Grounding: ETL listed, Electrically bonded system, verified Wiley Panel Orientation: Landscape Array Configurations: Up to 7 panels high and up to 12 panels long Tilt Angle: 5 — 45 degrees Lower Panel Clearance: Up to 48 inches, standard Loading Conditions: Up to 160 mph wind speed, 80 psf snow load, Exposure C Warranty: 20 -year limited warranty Engineering: Professional Engineer Stamped Drawings Available in 50 States Custom Engineered to Exceed Applicable ASCE, IBC, and UL Standards. Material: Galvanized steel (G90 or Better) East-West Slope: 20% maximum North-South Slope: 60% maximum, limited by installation equipment Max Fuse Rating: 30 Amp Fuse Rating Max Capacity of PV modules: 12 High x 12 Wide (144 .ListedModule 7 High x 10 Wide (70 Panels): 54 Cell Listed Aluminum Framed PV Module (37"-41" x 56"-60") 7 High x 9 Wide (63 Panels): 60 Cell Listed Aluminum Framed Module (37"-41" x 63"-67") 7 High x 8 Wide (56 Panels): 72 Cell Listed Aluminum Framed Module (37"-41" x 75"x79") Terra Farm GROUND MOUNT N.T.S. DETAIL PROVIDED FOR ILLUSTRATIVE PURPOSED ONLY. ACTUAL GROUND MOUNT VENDOR MAY VARY. ** DETAIL TAKEN FROM TERRA SMART DATA SHEETS FOR Terra Farm GROUND MOUNT - LANDSCAPE N is i iz Not for Construction Permit Drawings Designed by: I Checked 7y: TPM Proj. No.: C-991.02 I Issue Date: 18.08.17 Drawina Scale: N.T.S Sheet Title SOLAR DETAILS Sheet Number C7.3 CU Y��z U s_ Ln aO o C) U) N z E L.L LENGTH VARIES PER. CLIENT SPE TION .° coTYPI (162 T E R R A co U Q ""_.#^" d'� ., 5 Y >*n Yt '^v '^w ✓.""v' .^'*. ter' i" 1,7, 7 a :'� ��k' ,. i,, iw.,s . it t � :. r -m CLEARANCE C- 12"-36" Ccs L V _ .CLL _ , , =CATTOW TYP E 1r Q CL O V; - ', rt#�rTctE�L �_;:^ ,�,Y°�Z-PURLIN 7 RirS .E� w.a,..,. SUPPORT PAIL - �E ; '-(. 1/4"-20 x 1" FULLY THREADED SS HEX FOT,,FX.TE—MAL— 11NT$raESHE-M Ta7i7TN LtiCfl WASHER, FLAT ASHEk,Lakl%�ki!_Ta, SIDE ELEVATION LOCUS DETAIL (TYPICAL INSTALLATION) FWR, LEG Ti 318--16 X 6" U -BOLT, TWO FLAT WASHERS, TWO LDCKMAMMS, I TWO HEX NUTS, AND 2-ff URLiN S iat, 4 TTE E f/nl 319 --Iii 6° Lt -NOUT, FLAT L. _ �v:A m 2-3 _ RA - , —11- :..� '"°" "'"'"a 2-318„ ;- .S EAN10--'a,. -�.. .. :AM TAUT v PATH:H:\C-991.02 Northam We REAR VIEW (TYPICAL INSTALLATION) 3/16" GALVANIZED STEEL WIRE ROPE CROSS BRAES TILE— AND TWO GALVANIZED WIRE RDPE =- GALVANIZED STEEL TURMUCKLE—l'o" 318"-16 X I-1/2" CARRIAGE BOLT, LOCK WA-5T4ER,,ANn LIEN, 511 INSET DETAIL "B" 3116" GALVANIZED STEEL WIRE ROPE CROSS MICE MIRLE AND TWO GALVANIZED WIRE:... ,. Its :X 2-51-7 HEX BOLT, LOCK WA94ER, AND 14FEN NUT 7ELE5CDMG LA71ERAL FRAM VNND -q MJTj SET SCREWS AND TAS NUTS TERRAFARM GROUND MOUNT N.T.S. 3,18"46 X 1 1d2" CARRIAGE BOLT MCKWASHIE9,AND ' NitT -,f REAR LESIUMETIALT INSET DETAIL "A" * DETAIL PROVIDED FOR ILLUSTRATIVE PURPOSED ONLY. ACTUAL GROUND MOUNT VENDOR MAY VARY. ** DETAIL TAKEN FROM TERRA SMART DATA SHEETS FOR Terra Farm GROUND MOUNT- LANDSCAPE EM T1, R ' , R A L , P N?' Application: Commercial to Utility Scale Grounding: ETL listed, Electrically bonded system, verified Wiley Panel Orientation: Landscape Array Configurations: Up to 7 panels high and up to 12 panels long Tilt Angle: 5 — 45 degrees Lower Panel Clearance: Up to 48 inches, standard Loading Conditions: Up to 160 mph wind speed, 80 psf snow load, Exposure C Warranty: 20 -year limited warranty Engineering: Professional Engineer Stamped Drawings Available in 50 States Custom Engineered to Exceed Applicable ASCE, IBC, and UL Standards. Material: Galvanized steel (G90 or Better) East-West Slope: 20% maximum North-South Slope: 60% maximum, limited by installation equipment Max Fuse Rating: 30 Amp Fuse Rating Max Capacity of PV modules: 12 High x 12 Wide (144 .ListedModule 7 High x 10 Wide (70 Panels): 54 Cell Listed Aluminum Framed PV Module (37"-41" x 56"-60") 7 High x 9 Wide (63 Panels): 60 Cell Listed Aluminum Framed Module (37"-41" x 63"-67") 7 High x 8 Wide (56 Panels): 72 Cell Listed Aluminum Framed Module (37"-41" x 75"x79") Terra Farm GROUND MOUNT N.T.S. DETAIL PROVIDED FOR ILLUSTRATIVE PURPOSED ONLY. ACTUAL GROUND MOUNT VENDOR MAY VARY. ** DETAIL TAKEN FROM TERRA SMART DATA SHEETS FOR Terra Farm GROUND MOUNT - LANDSCAPE N is i iz Not for Construction Permit Drawings Designed by: I Checked 7y: TPM Proj. No.: C-991.02 I Issue Date: 18.08.17 Drawina Scale: N.T.S Sheet Title SOLAR DETAILS Sheet Number C7.3 Cn CID Y I amm 02 North am pton\Autocad\Perm it Drawings\Details.dwg MAXPOWER CS6U-325133013351340M Canadian Solar's modules use the latest innovative cell technology, increasing module power output and system reliability, ensured by 15 years of experience in module manufacturing, well -engineered module design, stringent BOM quality testing, an automated manufacturing process and 100% EL testing. eel ,1 fl -0 Excellent module efficiency of up to 17.49 % 0 Outstanding low irradiance performance of up to 96.5 % # 0,40 -1' Heavy snow load up to 5400 Pa, .. wind load up to 2400 Pa . ..... . ...... st 1. h. t. y. R�, "N, "'Al v� . . . . . . . . it s 53 yv, A\�,� a. t. l -cc Mi r vv 0 TYPICAL REGULATORY SIGNAGE, N.T.S. MANAGEMENT SYSTEM CERTIFICATES* ISO 9001:2008 / Quality management system ISO 14001:2004 / Standards for environmental management system OHSAS 18001:2007 / International standards for occupational health & safety PRODUCT CERTIFICATES* IEC 61215 / TEC 61730: VDE / CE / CQC / MCS / INMETRO / CEC AU UL 1703 / IEC 61215 performance: CEC listed (US) / FSEC (US Florida) UL 1703: CSA / IEC 61701 ED2: VDE / IEC 62716: VDE UNI 9177 Reaction to Fire: Class 1 IEC 60068-2-68: SGS Take -e -way BBAIr ®R �U, ( ( \\� -, * Please contact your local Canadian Solar sales representative for the specific product certificates applicable in your market. CANADIAN SOLAR INC. is committed to providing high quality solar products, solar system solutions and services to customers around the world. As a leading PV project developer and manufacturer of solar modules with over 20 GW deployed around the world since 2001, Canadian Solar Inc. (NASDAQ: CSIQ) is one of the most bankable solar companies worldwide. CANADIAN SOLAR INC. 545 Speedvale Avenue West, Guelph, Ontario N1 K 1 E6, Canada, www.canadiansolar.com, support@canadiansolar.com SOLAR PANEL DETAIL CU 4. U) High PTC rating of up to 92.17 % C 0_j Opt. Operating Voltage (Vmp) C:) 37.9 V IP67 junction box for long- 8.69 A 8.80 A 8.87 A term weather endurance # 0,40 -1' Heavy snow load up to 5400 Pa, .. wind load up to 2400 Pa . ..... . ...... st 1. h. t. y. R�, "N, "'Al v� . . . . . . . . it s 53 yv, A\�,� a. t. l -cc Mi r vv 0 TYPICAL REGULATORY SIGNAGE, N.T.S. MANAGEMENT SYSTEM CERTIFICATES* ISO 9001:2008 / Quality management system ISO 14001:2004 / Standards for environmental management system OHSAS 18001:2007 / International standards for occupational health & safety PRODUCT CERTIFICATES* IEC 61215 / TEC 61730: VDE / CE / CQC / MCS / INMETRO / CEC AU UL 1703 / IEC 61215 performance: CEC listed (US) / FSEC (US Florida) UL 1703: CSA / IEC 61701 ED2: VDE / IEC 62716: VDE UNI 9177 Reaction to Fire: Class 1 IEC 60068-2-68: SGS Take -e -way BBAIr ®R �U, ( ( \\� -, * Please contact your local Canadian Solar sales representative for the specific product certificates applicable in your market. CANADIAN SOLAR INC. is committed to providing high quality solar products, solar system solutions and services to customers around the world. As a leading PV project developer and manufacturer of solar modules with over 20 GW deployed around the world since 2001, Canadian Solar Inc. (NASDAQ: CSIQ) is one of the most bankable solar companies worldwide. CANADIAN SOLAR INC. 545 Speedvale Avenue West, Guelph, Ontario N1 K 1 E6, Canada, www.canadiansolar.com, support@canadiansolar.com SOLAR PANEL DETAIL ELECTRICAL DATA I STC* CS6U CU 4. U) Z C 0_j Opt. Operating Voltage (Vmp) C:) 37.9 V C U 8.69 A 8.80 A 8.87 A 0 0 0 C:) U5 9.21 A 9.31 A 9.41 A U) U)CV Module Efficiency 16.72% 16.97% 17.23% -&--a CDL Operating Temperature -40°C - +85°C ml, spectrum AM 1.5, ambient temperature V) 1000 V (IEC) or 1000 V (UL) Module Fire Performance ELECTRICAL DATA I STC* CS6U 325M 330M 335M 340M Nominal Max. Power (Pmax) C 340 W Opt. Operating Voltage (Vmp) 37.4 V 37.5 V 37.8 V 37.9 V Opt, Operating Current (Imp) 8.69 A 8.80 A 8.87 A 8.97 A 0 45.8 V 4-5.9 V 46.1 V 4-6.2 V Short Circuit Current (Isc) 9.21 A 9.31 A 9.41 A 9.48 A Module Efficiency 16.72% 16.97% 17.23% -&--a CDL Operating Temperature -40°C - +85°C ml, spectrum AM 1.5, ambient temperature Max. System Voltage 1000 V (IEC) or 1000 V (UL) Module Fire Performance F - CLASS C (IEC 61730) Max. Series Fuse Rating 15A ICU L) Power Tolerance 0-5W Under Standard Test Conditions (STC) of irradiance of 1000 W/ml, spectrum AM 1.5 and cell temperature of 25°C. -0 7 5 co 0 0 0 C:) n r ENGINEERING DRAWING (mm) CS6U-335M I I-V CURVES CoCCSo Rear View Frame Cross Section A -A 10 A A 10 CL C- 0 35 9 8 9 8 2L 7 7 El 6 6 \V149 Maun[c,g Hate 1160 5 14 4 x 4 • Mounfing Hole 3 f 2 at2 3 7 0 L v v 5 10 15 20 25 30 35 40 45 50 5 10 15 20 25 30 35 40 45 50 1000 W/M' 5-C 800w/m, 25-C 941 J 600 W/m" 400 W/M' 45°C 65-C - 2u 992 ELECTRICAL DATA I STC* CS6U 325M 330M 335M 340M Nominal Max. Power (Pmax) 325 W 330 W 335 W 340 W Opt. Operating Voltage (Vmp) 37.4 V 37.5 V 37.8 V 37.9 V Opt, Operating Current (Imp) 8.69 A 8.80 A 8.87 A 8.97 A Open Circuit Voltage (Voc) 45.8 V 4-5.9 V 46.1 V 4-6.2 V Short Circuit Current (Isc) 9.21 A 9.31 A 9.41 A 9.48 A Module Efficiency 16.72% 16.97% 17.23% 17.49% Operating Temperature -40°C - +85°C ml, spectrum AM 1.5, ambient temperature Max. System Voltage 1000 V (IEC) or 1000 V (UL) Module Fire Performance TYPE I (UL 1703) or CLASS C (IEC 61730) Max. Series Fuse Rating 15A Application Classification Class A Power Tolerance 0-5W Under Standard Test Conditions (STC) of irradiance of 1000 W/ml, spectrum AM 1.5 and cell temperature of 25°C. ELECTRICAL DATA I NMOT* CS6U 325M 330M 335M 340M Nominal Max. Power (Pmax) 239W 242W 246W 250W Opt. Operating Voltage (Vmp) 34AV 34.5V 34.8V 34.9V Opt. Operating Current (Imp) 6.94A 7.03A 7.08A 7.16A Open Circuit Voltage (Voc) 416 V 42.7 V 42.9 V 43.0 V Short Circuit Current (Isc) 7.44 A 7.52 A 7.60 A 7.66 A * Under Nominal Module Operating Temperature (NMOT), irradiance of 800 W/ ml, spectrum AM 1.5, ambient temperature 20°C, wind speed 1 m/s. PERFORMANCE AT LOW IRRADIANCE Outstanding performance at low irradiance, with an average relative efficiency of 96.5 % for irradiances between 200 W/M2 and 1000 W/m2 (AM 1.5, 25oC). The aforesaid datasheet only provides the general information on Canadian Solar products and, due to the on-going innovation and improvement, please always contact your local Canadian Solar sales representative for the updated information on specifications, key features and certification requirements of Canadian Solar products in your region. Please be kindly advised that PV modules should be handled and installed by qualified people who have professional skills and please carefully read the safety and installation instructions before using our PV modules. MECHANICAL DATA Specification Data Cell Type Mono -crystalline, 6 inch Cell Arrangement 72 (6X12) Dimensions 1960 x 992 x 40 mm (77.2 x 39.1 x 1.57 in) Weight 22.4 kg (49.4 lbs) Front Cover 3.2 mm tempered glass Frame Material Anodized aluminium alloy J -Box IP67, 3 diodes Cable 4 mm2 (IEC)or4 mm2 & 12 AWG 1 OOOV (UL), 1160 mm (45.7 in) Connector T4 series or PV2 series Per Pallet 26 pieces, 635 kg (1400 lbs) Per Container (40' HQ) 624 pieces TEMPERATURE CHARACTERISTICS Specification Data Temperature Coefficient (Pmax) -0.41 % / OC Temperature Coefficient (Voc) -0.31 % / OC Temperature Coefficient (Isc) 0.053 % / 'C Nominal Module Operating Temperature (NMOT) 43±2 'C PARTNER SECTION CANADIAN SOLAR INC. May 2017. All rights reserved, PV Module Product Datasheet V5.54 -EN N.T.S. DETAIL PROVIDED FOR ILLUSTRATIVE PURPROSES ONLY. ACTUAL PANELS TO BE USED MAY VARY. DETAIL TAKEN FROM CarradianSolar DATA SHEET FOR MAXPOWER CS6U-325/330/335/340M C 0 W 0 Z Not for Construction Permit Drawings Designed by: Checked b : TPM Proj. No.: C-991.02 Issue Date: 18.08.17 Drawina Scale: N.T.S Sheet Title SOLAR DETAILS Sheet Number C7.4