400 east falmouth highway assessors map 33, block 12, lots 7 ...

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EAST FALMOUTH HIGHWAY

S I T E P L A N

400 EAST FALMOUTH HIGHWAYASSESSORS MAP 33, BLOCK 12, LOTS 7 & 8

EAST FALMOUTH, MASSACHUSETTS

CFG00.0

www.FarlandCorp.com

401 COUNTY STREET

NEW BEDFORD, MA 02740

P.508.717.3479

OFFICES IN:

●TAUNTON

●MARLBOROUGH

●WARWICK, RI

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FIRE LANE

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NO PARKING

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REGULAR (87)

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20,000(10')

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MASTER TANK

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REGULAR (87)

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12,000(10')

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SIPHON TANK

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DIESEL

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8,000(10')

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PREMIUM (93)

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8,000(10')

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WELL

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MONITORING

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UNIVERSAL VALVE CO.

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OBSERVATION

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WELL

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MONITORING

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UNIVERSAL VALVE CO.

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OBSERVATION

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PROPOSED CONVENIENCE STORE AREA=4,384 S.F. NET SALES AREA=1,944 S.F.

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~ PUBLIC - VARIABLE WIDTH ~ ROAD

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~ PUBLIC - ROUTE 28 - L.O. No. 8337 ~ HIGHWAY

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SCALE: 1"=50'

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OVERALL SITE LAYOUT

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-INDEX-

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SHEET

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DESCRIPTION

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CFG0.0

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COVER SHEET

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GENERAL NOTES

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CFG2.0

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EXISTING CONDITIONS PLAN

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CFG2.1

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SITE DEMOLITION PLAN

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SITE PLAN

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SITE GRADING & DRAINAGE PLAN

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SITE LANDSCAPING PLAN

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SITE CONSTRUCTION DETAILS 1

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SITE LIGHTING PLAN DETAILS

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CFG11.0

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FIRE SUPPRESSION PLAN

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CFG12.0

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CANOPY ELEVATIONS

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CFG13.0

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SIGN DRAWING

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A101

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FLOOR PLAN

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A200

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A201

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STATE LOCUS

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LOCUS

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COVER SHEET

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REVISIONS

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DRAWN BY:

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CHECKED BY:

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DESIGNED BY:

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JKM

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CAF

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CAF

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JOB NO. 18-782

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LATEST REVISION:

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SEPTEMBER 10, 2019

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COPYRIGHT © 2016 FARLAND CORP. ALL RIGHTS RESERVED 2016 FARLAND CORP. ALL RIGHTS RESERVED ALL RIGHTS RESERVED NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE, WITHOUT THE EXPRESS WRITTEN CONSENT OF FARLAND CORP. ANY MODIFICATIONS MADE TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION OF FARLAND CORP. SHALL RENDER IT INVALID AND UNUSABLE.

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501 PENNSYLVANIA PARKWAY, SUITE 160

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INDIANAPOLIS, IN 46280

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TMC CF NEW ENGLAND, LLC

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PREPARED

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FOR:

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ASSESSORS MAP 33 BLOCK 12 LOT 7 & 8

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CIVIL

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CHRISTIAN

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ALBERT

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No. 47544

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FARLAND

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AREA LOCUS

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LOCUS

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www.FarlandCorp.com

401 COUNTY STREET


P.508.717.3479

OFFICES IN:

●TAUNTON

●MARLBOROUGH

●WARWICK, RI

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GENERAL NOTES

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NOT TO SCALE

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DETAIL NUMBER

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GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY, AND "DIG SAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION TAKEN BEFORE PROCEEDING WITH THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN. 2. PROPERTY LINE SURVEY PERFORMED BY FARLAND CORP. IN APRIL OF 2019. PROPERTY LINE SURVEY PERFORMED BY FARLAND CORP. IN APRIL OF 2019. APRIL OF 2019. . 3. VERTICAL ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988 AND HORIZONTAL VERTICAL ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988 AND HORIZONTAL LOCATIONS REFER TO THE NORTH AMERICAN DATUM (NAD) OF 1983. 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL STANDARDS AND ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL STANDARDS AND REGULATIONS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND BENCH THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND BENCH MARKS NECESSARY FOR THE WORK. 6. ALL BENCHMARKS SHOWN ON THIS PLAN ARE TO BE CHECKED FOR CONSISTENCY BY THE CONTRACTOR. ANY ALL BENCHMARKS SHOWN ON THIS PLAN ARE TO BE CHECKED FOR CONSISTENCY BY THE CONTRACTOR. ANY DISCREPANCIES MUST BE RESOLVED BY THIS OFFICE PRIOR TO CONSTRUCTION. 7. WHERE PROPOSED PAVEMENT AND WALKS ARE TO MEET EXISTING, THE CONTRACTOR SHALL SAWCUT A NEAT LINE WHERE PROPOSED PAVEMENT AND WALKS ARE TO MEET EXISTING, THE CONTRACTOR SHALL SAWCUT A NEAT LINE AND MATCH GRADE. SEAL ALL JOINTS WITH HOT BITUMINOUS ASPHALT JOINT SEALER. 8. CURBING TO BE AS INDICATED ON THE PLANS. CURBING TO BE AS INDICATED ON THE PLANS. 9. ALL EXISTING TREES, SHRUBS AND GROUND COVER WHERE NATURAL GRADE IS TO BE RETAINED SHALL BE KEPT ALL EXISTING TREES, SHRUBS AND GROUND COVER WHERE NATURAL GRADE IS TO BE RETAINED SHALL BE KEPT IN THEIR EXISTING STATE UNLESS REMOVAL IS REQUIRED FOR CONSTRUCTION PURPOSES. 10. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT TO BE PAVED OR OTHERWISE TREATED AS NOTED ON PLAN ALL AREAS DISTURBED BY CONSTRUCTION AND NOT TO BE PAVED OR OTHERWISE TREATED AS NOTED ON PLAN SHALL BE TREATED WITH 6" OF LOAM, SEEDED AND HAY MULCHED FOR EROSION CONTROL. 11. ALL HANDICAP PARKING, RAMPS AND ACCESS SHALL CONFORM TO AAB AND MAAB REQUIREMENTS. ALL HANDICAP PARKING, RAMPS AND ACCESS SHALL CONFORM TO AAB AND MAAB REQUIREMENTS. 12. LIGHTING SHALL BE DIRECTED ON SITE AND AWAY FROM TRAFFIC INTERFERENCE. LIGHTING SHALL BE DIRECTED ON SITE AND AWAY FROM TRAFFIC INTERFERENCE. 13. TEST PITS AND/OR BORINGS WERE TAKEN FOR THE PURPOSE OF DESIGN AND SHOW CONDITIONS AT BORING TEST PITS AND/OR BORINGS WERE TAKEN FOR THE PURPOSE OF DESIGN AND SHOW CONDITIONS AT BORING POINTS ONLY. THEY DO NOT NECESSARILY SHOW THE NATURE OF ALL MATERIALS TO BE ENCOUNTERED DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL PROTECT AND/OR CAP OFF ALL EXISTING ON-SITE UTILITY SERVICES ACCORDING TO THE THE CONTRACTOR SHALL PROTECT AND/OR CAP OFF ALL EXISTING ON-SITE UTILITY SERVICES ACCORDING TO THE LOCAL AUTHORITY'S SPECIFICATIONS. SERVICES SHALL BE CAPPED OFF WHERE SAME ENTER THE PERIMETER OF THE PROPERTY LINE. 15. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH ALL CONSTRUCTION DOCUMENTS, SPECIFICATIONS CONTRACTOR SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH ALL CONSTRUCTION DOCUMENTS, SPECIFICATIONS AND SITE CONDITIONS PRIOR TO BIDDING AND PRIOR TO CONSTRUCTION. 16. ANY DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS AND SITE CONDITIONS SHALL BE REPORTED IMMEDIATELY ANY DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS AND SITE CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE OWNER'S REPRESENTATIVE FOR CLARIFICATION AND RESOLUTION PRIOR TO BIDDING OR CONSTRUCTION. 17. ANY MINOR MODIFICATIONS TO THE INFORMATION SHOWN ON THE APPROVED PLANS SHALL BE SUBMITTED TO THE ANY MINOR MODIFICATIONS TO THE INFORMATION SHOWN ON THE APPROVED PLANS SHALL BE SUBMITTED TO THE PLANNING BOARD AS A MINOR PLAN REVISION FOR APPROVAL PRIOR TO THE WORK BEING PERFORMED. 18. ANY WORK AND MATERIAL WITHIN THE RIGHT-OF-WAY SHALL CONFORM TO THE TOWN OF NORTON REQUIREMENTS. ANY WORK AND MATERIAL WITHIN THE RIGHT-OF-WAY SHALL CONFORM TO THE TOWN OF NORTON REQUIREMENTS. 19. ALL PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO MUTCD REQUIREMENTS.ALL PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO MUTCD REQUIREMENTS.

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CONSTRUCTION SEQUENCING NOTES 1. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION. EROSION CONTROL SHALL ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION. EROSION CONTROL SHALL CONFORM TO THE TOWN OF NORTON REQUIREMENTS. 2. THE CONTRACTOR SHALL OBTAIN A HIGHWAY ACCESS PERMIT PRIOR TO ANY CONSTRUCTION WITHIN THE THE CONTRACTOR SHALL OBTAIN A HIGHWAY ACCESS PERMIT PRIOR TO ANY CONSTRUCTION WITHIN THE RIGHT-OF-WAY. 3. ALL WATER AND SEWER MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE TOWN OF FALMOUTH ALL WATER AND SEWER MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE TOWN OF FALMOUTH TOWN OF FALMOUTH REQUIREMENTS. 4. ALL WATER AND SEWER CONSTRUCTION SHALL BE INSPECTED BY THE TOWN OF FALMOUTH BEFORE BEING ALL WATER AND SEWER CONSTRUCTION SHALL BE INSPECTED BY THE TOWN OF FALMOUTH BEFORE BEING TOWN OF FALMOUTH BEFORE BEING BEFORE BEING BACKFILLED. 5. THE TOWN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE REQUIRED INSPECTIONS. THE TOWN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE REQUIRED INSPECTIONS. TOWN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE REQUIRED INSPECTIONS. SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE REQUIRED INSPECTIONS. 6. TREE PROTECTION FENCE SHALL BE INSTALLED AND APPROVED BY THE OWNER REPRESENTATIVE PRIOR TO ANY TREE PROTECTION FENCE SHALL BE INSTALLED AND APPROVED BY THE OWNER REPRESENTATIVE PRIOR TO ANY EARTH MOVING. 7. ALL PERMANENT DITCHES AND SWALES ARE TO BE STABILIZED WITH VEGETATION OR RIP RAP PRIOR TO DIRECTING ALL PERMANENT DITCHES AND SWALES ARE TO BE STABILIZED WITH VEGETATION OR RIP RAP PRIOR TO DIRECTING RUNOFF TO THEM. 8. CLEAR CUT, DEMOLISH AND DISPOSE OF EXISTING SITE ELEMENTS NOT TO REMAIN. CLEAR CUT, DEMOLISH AND DISPOSE OF EXISTING SITE ELEMENTS NOT TO REMAIN. 9. STORMWATER SHALL NOT BE DIRECTED TOWARDS THE INFILTRATION BASINS UNTIL THE ENTIRE CONTRIBUTING STORMWATER SHALL NOT BE DIRECTED TOWARDS THE INFILTRATION BASINS UNTIL THE ENTIRE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. 10. GRADE AND GRAVEL ALL PAVED AREAS. ALL PROPOSED PAVED AREAS SHALL BE STABILIZED IMMEDIATELY AFTER GRADE AND GRAVEL ALL PAVED AREAS. ALL PROPOSED PAVED AREAS SHALL BE STABILIZED IMMEDIATELY AFTER GRADING. 11. BEGIN ALL PERMANENT AND TEMPORARY SEEDING AND MULCHING. ALL CUT AND FILL SLOPES SHALL BE SEEDED BEGIN ALL PERMANENT AND TEMPORARY SEEDING AND MULCHING. ALL CUT AND FILL SLOPES SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER THEIR CONSTRUCTION. 12. DAILY, OR AS REQUIRED, CONSTRUCT TEMPORARY BERMS, DRAINS, DITCHES, SILT FENCES AND MULCH AND SEED DAILY, OR AS REQUIRED, CONSTRUCT TEMPORARY BERMS, DRAINS, DITCHES, SILT FENCES AND MULCH AND SEED AS REQUIRED. 13. FINISH PAVING ALL HARD SURFACE AREAS. FINISH PAVING ALL HARD SURFACE AREAS. 14. INSPECT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES. INSPECT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES. 15. COMPLETE PERMANENT SEEDING AND LANDSCAPING. COMPLETE PERMANENT SEEDING AND LANDSCAPING. 16. REMOVE TEMPORARY EROSION CONTROL MEASURES. REMOVE TEMPORARY EROSION CONTROL MEASURES. 17. THE CONSTRUCTION SEQUENCE SHALL BE CONFINED TO THE LIMIT OF WORK AS SHOWN ON THE DRAWINGS. THE CONSTRUCTION SEQUENCE SHALL BE CONFINED TO THE LIMIT OF WORK AS SHOWN ON THE DRAWINGS. 18. UPON COMPLETION OF CONSTRUCTION THE OWNER SHALL AGREE TO MAINTAIN AND CLEAN ALL DRAINAGE UPON COMPLETION OF CONSTRUCTION THE OWNER SHALL AGREE TO MAINTAIN AND CLEAN ALL DRAINAGE STRUCTURES AS REQUIRED.

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SITE PREPARATION NOTES 1. WITHIN THE LIMIT OF WORK LINE AS NOTED ON THE SITE PLANS, REMOVE AND DISCARD ALL CONCRETE PAVEMENT, WITHIN THE LIMIT OF WORK LINE AS NOTED ON THE SITE PLANS, REMOVE AND DISCARD ALL CONCRETE PAVEMENT, BITUMINOUS CONCRETE PAVEMENT, BRICK PAVEMENT, TOP SOIL, MULCH, TRASH, DEAD TREES AND STUMPS, SHRUBBERY, CHAIN LINK FENCE POSTS, RAILS, FABRIC, GATES, FOOTINGS AND ALL APPURTENANCES, BOLLARDS, POSTS, CONCRETE FOOTINGS AND FOUNDATIONS, WALLS AND CURBS UNLESS OTHERWISE NOTED. 2. THE OWNER'S REPRESENTATIVE SHALL BE CONSULTED AND WILL REVIEW THE WORK ON SITE WITH THE CONTRACTOR THE OWNER'S REPRESENTATIVE SHALL BE CONSULTED AND WILL REVIEW THE WORK ON SITE WITH THE CONTRACTOR BEFORE ANY WORK SHALL COMMENCE. 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES BETWEEN PLANS AND ACTUAL CONDITIONS TO THE OWNER'S REPRESENTATIVE PRIOR TO STARTING WORK. 4. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONDITIONS TO REMAIN THAT ARE DUE TO THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONDITIONS TO REMAIN THAT ARE DUE TO CONTRACTOR OPERATIONS. 5. ALL ITEMS TO BE REMOVED THAT ARE NOT STOCKPILED FOR LATER REUSE ON THE PROJECT OR DELIVERED TO ALL ITEMS TO BE REMOVED THAT ARE NOT STOCKPILED FOR LATER REUSE ON THE PROJECT OR DELIVERED TO THE OWNER SHALL BE LEGALLY DISPOSED OF OFF SITE BY THE CONTRACTOR. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS EFFORTS OF THE DEMOLITION WITH ALL TRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS EFFORTS OF THE DEMOLITION WITH ALL TRADES. 7. THE CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE THE CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 8. THE CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADES AS NECESSARY ALL UTILITY AND SITE THE CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADES AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MANHOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED OR DIRECTED BY THE OWNER'S REPRESENTATIVE.

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UTILITY AND GRADING NOTES 1. THE CONTRACTOR SHALL OBTAIN A HIGHWAY ACCESS PERMIT PRIOR TO ANY CONSTRUCTION WITHIN THE THE CONTRACTOR SHALL OBTAIN A HIGHWAY ACCESS PERMIT PRIOR TO ANY CONSTRUCTION WITHIN THE RIGHT-OF-WAY. 2. ALL WATER AND SEWER MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE TOWN OF FALMOUTH ALL WATER AND SEWER MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE TOWN OF FALMOUTH TOWN OF FALMOUTH REQUIREMENTS. 3. ALL WATER AND SEWER CONSTRUCTION SHALL BE INSPECTED BY THE TOWN OF FALMOUTH BEFORE BEING ALL WATER AND SEWER CONSTRUCTION SHALL BE INSPECTED BY THE TOWN OF FALMOUTH BEFORE BEING TOWN OF FALMOUTH BEFORE BEING BEFORE BEING BACKFILLED. 4. THE TOWN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE REQUIRED INSPECTIONS. THE TOWN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE REQUIRED INSPECTIONS. TOWN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE REQUIRED INSPECTIONS. SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE REQUIRED INSPECTIONS. 5. ALL ON-SITE STORM DRAINAGE PIPES SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR RCP, UNLESS ALL ON-SITE STORM DRAINAGE PIPES SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR RCP, UNLESS NOTED OTHERWISE. 6. HDPE PIPE SHALL CONFORM WITH AASHTO DESIGNATIONS M294 AND M252, SHALL BE MANUFACTURED WITH HIGH HDPE PIPE SHALL CONFORM WITH AASHTO DESIGNATIONS M294 AND M252, SHALL BE MANUFACTURED WITH HIGH DENSITY POLYETHYLENE PLASTIC AND SHALL BE ADS N-12 PIPE AS MANUFACTURED BY ADVANCE DRAINAGE SYSTEM, INC. OR HANCOR HI Q PIPE AS MANUFACTURED BY HANCOR, INC. OR APPROVED EQUAL UNLESS OTHERWISE NOTED OR DETAILED. 7. A MINIMUM OF 18" VERTICAL CLEARANCE SHALL BE MAINTAINED WHERE WATER SERVICES CROSS STORM DRAIN A MINIMUM OF 18" VERTICAL CLEARANCE SHALL BE MAINTAINED WHERE WATER SERVICES CROSS STORM DRAIN LINES. 8. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO A POINT OF 10 FEET FROM THE BUILDING WALL UNLESS ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO A POINT OF 10 FEET FROM THE BUILDING WALL UNLESS OTHERWISE NOTED OR DETAILED. 9. ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 4 FEET OF COVER AND A MAXIMUM OF 5.5 FEET OF ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 4 FEET OF COVER AND A MAXIMUM OF 5.5 FEET OF COVER EXCEPT AS NOTED OR DETAILED OTHERWISE. GREATER DEPTHS ARE PERMITTED WHERE REQUIRED TO AVOID CONFLICTS WITH OTHER UTILITIES. 10. GENERALLY, WATER MAIN FITTINGS IDENTIFIED ON THIS DRAWING ARE SHOWN FOR INSTALLATION LOCATION GENERALLY, WATER MAIN FITTINGS IDENTIFIED ON THIS DRAWING ARE SHOWN FOR INSTALLATION LOCATION PURPOSE. THE CONTRACTOR SHALL NOTE THAT NOT ALL FITTINGS ARE NOTED, SHOWN OR INDICATED. 11. ALL WATER MAIN FITTINGS, TEES, BENDS, HYDRANTS, ETC. SHALL BE RESTRAINED WITH CONCRETE THRUST BLOCKS. ALL WATER MAIN FITTINGS, TEES, BENDS, HYDRANTS, ETC. SHALL BE RESTRAINED WITH CONCRETE THRUST BLOCKS. 12. DOMESTIC WATER SERVICES 2.5" AND SMALLER SHALL BE TYPE K COPPER TUBING AND SHALL BE INSTALLED WITH DOMESTIC WATER SERVICES 2.5" AND SMALLER SHALL BE TYPE K COPPER TUBING AND SHALL BE INSTALLED WITH APPROPRIATELY SIZED CORPORATION STOP AND APPROVED SADDLE CURB STOP, AND BOX, USING MATERIALS SPECIFIED BY THE MUNICIPAL WATER DEPARTMENT OR COMPANY. 13. ALL WATER MAIN APPURTENANCES, MATERIALS, METHODS OF INSTALLATION AND TESTING REQUIREMENTS SHALL ALL WATER MAIN APPURTENANCES, MATERIALS, METHODS OF INSTALLATION AND TESTING REQUIREMENTS SHALL MEET OR EXCEED ALL LOCAL MUNICIPAL REQUIREMENTS. 14. PRESSURE AND LEAKAGE TEST, DISINFECTION AND FLUSHING SHALL BE IN ACCORDANCE WITH ALL LOCAL PRESSURE AND LEAKAGE TEST, DISINFECTION AND FLUSHING SHALL BE IN ACCORDANCE WITH ALL LOCAL MUNICIPAL STANDARDS AND REQUIREMENTS. CONTRACTORS SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNECTION WITH UTILITY TESTS, FLUSHING AND INSPECTIONS AS REQUIRED BY THE LOCAL MUNICIPALITY. 15. PRIMARY WATER METER AND BACKFLOW PREVENTER SHALL BE LOCATED AT THE POINT WHERE THE WATER LINE PRIMARY WATER METER AND BACKFLOW PREVENTER SHALL BE LOCATED AT THE POINT WHERE THE WATER LINE ENTERS THE BUILDING UNLESS OTHERWISE NOTED OR DETAILED ON THE DRAWINGS. 16. ALL GRAVITY SEWER PIPE SHALL BE PVC PER ASTM D3034, SDR-35 AND ASTM D1784 WITH RUBBER GASKET ALL GRAVITY SEWER PIPE SHALL BE PVC PER ASTM D3034, SDR-35 AND ASTM D1784 WITH RUBBER GASKET JOINTS. 17. WHERE SANITARY SEWERS CROSS WATER LINES, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE WHERE SANITARY SEWERS CROSS WATER LINES, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE CROWN OF THE SEWER IS AT LEAST EIGHTEEN INCHES BELOW THE INVERT OF THE WATER MAIN. IF THE ELEVATION OF THE SEWER CANNOT BE VARIED TO MEET THIS REQUIREMENT. THE WATER MAIN SHALL BE RELOCATED TO PROVIDE THIS SEPARATION OR CONSTRUCTED WITH MECHANICAL JOINT PIPE FOR A DISTANCE OF TEN FEET ON EACH SIDE OF THE SEWER. ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR AS THE SEWER AS POSSIBLE. IF MECHANICAL JOINT PIPE IS NOT USED THAN BOTH THE WATER MAIN AND SANITARY SEWER SHALL BE ENCASED IN CONCRETE FOR A MINIMUM DISTANCE OF 10 FEET FROM THE CROSSING POINT OF THE OTHER PIPE AS MEASURED NORMALLY FROM ALL POINTS ALONG THE PIPE. 18. DUE TO THE SMALL SCALE OF THE SITE WORK DRAWINGS, EXACT LOCATION OF UTILITY STUBS FOR BUILDING DUE TO THE SMALL SCALE OF THE SITE WORK DRAWINGS, EXACT LOCATION OF UTILITY STUBS FOR BUILDING CONNECTIONS SHALL BE VERIFIED WITH THE BUILDING DRAWINGS. SERVICE STUBS TO THE BUILDING SHALL BE INSTALLED TO A POINT 10 FEET FROM THE BUILDING WALL UNLESS OTHERWISE NOTED OR DETAILED. 19. BEFORE THE DEVELOPMENT SITE IS GRADED, THE AREA OF THE DRAINAGE BASINS SHOULD BE FENCED OFF TO BEFORE THE DEVELOPMENT SITE IS GRADED, THE AREA OF THE DRAINAGE BASINS SHOULD BE FENCED OFF TO PREVENT HEAVY EQUIPMENT FROM COMPACTING THE UNDERLYING SOIL. 20. WHERE PROPOSED GRADES MEET EXISTING GRADES, CONTRACTOR SHALL BLEND GRADES TO PROVIDE A SMOOTH WHERE PROPOSED GRADES MEET EXISTING GRADES, CONTRACTOR SHALL BLEND GRADES TO PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING AND NEW WORK. PONDING AT TRANSITION AREAS WILL NOT BE ALLOWED. 21. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDING FOUNDATIONS AND STRUCTURES. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDING FOUNDATIONS AND STRUCTURES. 22. MAXIMUM SLOPE IN DISTURBED AREAS SHALL NOT EXCEED 3:1 , UNLESS OTHERWISE NOTED. MAXIMUM SLOPE IN DISTURBED AREAS SHALL NOT EXCEED 3:1 , UNLESS OTHERWISE NOTED. 23. CONTRACTOR SHALL VERIFY EXISTING GRADES AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. CONTRACTOR SHALL VERIFY EXISTING GRADES AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 24. CONTRACTOR SHALL ADJUST UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE THAT IS AFFECTED BY SITE WORK CONTRACTOR SHALL ADJUST UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE THAT IS AFFECTED BY SITE WORK OR GRADE CHANGES, WHETHER SPECIFICALLY NOTED ON PLANS OR NOT. 25. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND WHERE AN EXISTING UTILITY IS 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 OWNER'S REPRESENTATIVE FOR RESOLUTION OF THE CONFLICT. 26. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT OF ALL GAS, ELECTRIC, THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT OF ALL GAS, ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY COMPANIES. 27. ELECTRICAL DUCT BANK LOCATION IS SHOWN FOR COORDINATION PURPOSES, REFER TO ELECTRICAL PLANS FOR ELECTRICAL DUCT BANK LOCATION IS SHOWN FOR COORDINATION PURPOSES, REFER TO ELECTRICAL PLANS FOR SECTIONS AND DETAILS OF THE UTILITY DUCT BANK. 28. THE LOCATION, SIZE, DEPTH AND SPECIFICATIONS FOR CONSTRUCTION OF PRIVATE UTILITY SERVICES SHALL BE THE LOCATION, SIZE, DEPTH AND SPECIFICATIONS FOR CONSTRUCTION OF PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY AND APPROVED BY THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE AND ELECTRICAL). FINAL DESIGN AND LOCATIONS AT THE BUILDING WILL BE PROVIDED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE UTILITY CONNECTIONS WITH THE RESPECTIVE COMPANIES PRIOR TO ANY UTILITY CONSTRUCTION.

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LAYOUT AND MATERIAL NOTES 1. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH ALL CONSTRUCTION DOCUMENTS, SPECIFICATIONS CONTRACTOR SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH ALL CONSTRUCTION DOCUMENTS, SPECIFICATIONS AND SITE CONDITIONS PRIOR TO BIDDING AND PRIOR TO CONSTRUCTION. 2. ANY DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS AND SITE CONDITIONS SHALL BE REPORTED IMMEDIATELY ANY DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS AND SITE CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE OWNER'S REPRESENTATTIVE FOR CLARIFICATION AND RESOLUTION PRIOR TO BIDDING OR CONSTRUCTION. 3. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND ALL DETAILS CONTIGUOUS TO THE BUILDING SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND ALL DETAILS CONTIGUOUS TO THE BUILDING INCLUDING SIDEWALKS, RAMPS, UTILITY ENTRANCE LOCATIONS, WALL PACKS, CONCRETE DOOR PADS, ROOF DRAINS, ETC. 4. ACCESSIBLE CURB RAMPS SHALL BE PER THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD AND THE ACCESSIBLE CURB RAMPS SHALL BE PER THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD AND THE AMERICANS WITH DISABILITIES ACT ACCESSIBLITY GUIDELINES, WHICHER IS MORE STRINGENT. 5. THE FOLLOWING LAYOUT CRITERIA SHALL CONTROL UNLESS OTHERWISE NOTED ON THE PLAN: THE FOLLOWING LAYOUT CRITERIA SHALL CONTROL UNLESS OTHERWISE NOTED ON THE PLAN: ALL DIMENSIONS ARE TO OUTSIDE FACE OF BUILDING. ALL DIMENSIONS ARE TO FACE OF CURB AT GUTTER LINE. ALL DIMENSIONS ARE TO CENTER OF PAVEMENT MARKINGS. ALL TIES TO PROPERTY LINES ARE PERPENDICULAR TO THE PROPERTY LINE UNLESS OTHERWISE NOTED.

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SOIL EROSION AND SEDIMENT CONTROL NOTES 1. SOIL EROSION AND SEDIMENT CONTROL PRACTICES IN THE PLAN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. SOIL EROSION AND SEDIMENT CONTROL PRACTICES IN THE PLAN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 2. ALL APPLICABLE SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR TO ANY DEMOLITION GRADING OPERATIONS AND/OR INSTALLATION ALL APPLICABLE SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR TO ANY DEMOLITION GRADING OPERATIONS AND/OR INSTALLATION OF PROPOSED STRUCTURES OR UTILITIES. 3. ALL APPLICABLE SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE UNTIL CONSTRUCTION IS COMPLETED AND/OR THE AREA IS ALL APPLICABLE SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE UNTIL CONSTRUCTION IS COMPLETED AND/OR THE AREA IS STABILIZED. 4. ALL SOIL EROSION AND SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED AND MAINTAINED ON A REGULAR BASIS AND AFTER EVERY STORM EVENT. ALL SOIL EROSION AND SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED AND MAINTAINED ON A REGULAR BASIS AND AFTER EVERY STORM EVENT. 5. THE MAINTENANCE OF SOIL EROSION AND SEDIMENT CONTROL MEASURES AND FACILITIES DURING AND IMMEDIATELY AFTER CONSTRUCTION RESTS WITH THE THE MAINTENANCE OF SOIL EROSION AND SEDIMENT CONTROL MEASURES AND FACILITIES DURING AND IMMEDIATELY AFTER CONSTRUCTION RESTS WITH THE GENERAL CONTRACTOR. UPON ACCEPTANCE OF THE PROJECT, THE OWNER SHALL BECOME RESPONSIBLE FOR MAINTENANCE OF ANY REMAINING MEASURES AND FACILITIES. 6. OFF SITE SEDIMENT DISTURBANCE MAY REQUIRE ADDITIONAL CONTROL MEASURES TO BE DETERMINED BY THE ENGINEER. OFF SITE SEDIMENT DISTURBANCE MAY REQUIRE ADDITIONAL CONTROL MEASURES TO BE DETERMINED BY THE ENGINEER. 7. THE CONSERVATION COMMISSION AND/OR ENGINEER MAY REQUIRE ADDITIONAL SOIL EROSION MEASURES TO BE INSTALLED, AS DIRECTED BY THE DISTRICT THE CONSERVATION COMMISSION AND/OR ENGINEER MAY REQUIRE ADDITIONAL SOIL EROSION MEASURES TO BE INSTALLED, AS DIRECTED BY THE DISTRICT INSPECTOR. 8. ADJOINING PROPERTIES SHALL BE PROTECTED FROM EXCAVATION AND FILLING OPERATIONS AT ALL TIMES. ADJOINING PROPERTIES SHALL BE PROTECTED FROM EXCAVATION AND FILLING OPERATIONS AT ALL TIMES. 9. THE CONTRACTOR SHALL UTILIZE ALL METHODS NECESSARY TO PREVENT BLOWING AND MOVEMENT OF DUST FROM THE EXPOSED SOIL SURFACES. THE CONTRACTOR SHALL UTILIZE ALL METHODS NECESSARY TO PREVENT BLOWING AND MOVEMENT OF DUST FROM THE EXPOSED SOIL SURFACES. 10. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. 11. A CRUSHED STONE TIRE CLEANING PAD WILL BE INSTALLED WHEREVER A CONSTRUCTION ENTRANCE EXISTS. SEE LOCATION DETAIL ON PLAN. A CRUSHED STONE TIRE CLEANING PAD WILL BE INSTALLED WHEREVER A CONSTRUCTION ENTRANCE EXISTS. SEE LOCATION DETAIL ON PLAN. 12. ALL CATCH BASIN INLETS SHALL BE PROTECTED DURING CONSTRUCTION AS DETAILED ON THE PLAN, IF APPLICABLE. ALL CATCH BASIN INLETS SHALL BE PROTECTED DURING CONSTRUCTION AS DETAILED ON THE PLAN, IF APPLICABLE. 13. ALL STORM DRAINAGE OUTLETS SHALL BE PROTECTED AS REQUIRED HEREON BEFORE DISCHARGE POINTS BECOME OPERATIONAL. ALL STORM DRAINAGE OUTLETS SHALL BE PROTECTED AS REQUIRED HEREON BEFORE DISCHARGE POINTS BECOME OPERATIONAL. 14. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES. 15. LAND AREAS EXPOSED AT ANY ONE TIME AND THE LENGTH OF EXPOSURE SHALL BE KEPT TO A PRACTICAL MINIMUM. THEY SHALL BE LEFT IN A NEAT AND LAND AREAS EXPOSED AT ANY ONE TIME AND THE LENGTH OF EXPOSURE SHALL BE KEPT TO A PRACTICAL MINIMUM. THEY SHALL BE LEFT IN A NEAT AND FINISHED APPEARANCE AND PROTECTED FROM EROSION. 16. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN SIXTY (60) DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN SIXTY (60) DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A TEMPORARY SEEDING AND FERTILIZATION. IF THE SEASON PROHIBITS TEMPORARY SEEDING, THE DISTRIBUTED AREAS SHALL BE MULCHED. 17. ALL CRITICAL AREAS SUBJECT TO EROSION SHALL RECEIVE A TEMPORARY SEEDING AND BE MULCHED IN ACCORDANCE WITH THE SPECIFICATIONS IMMEDIATELY ALL CRITICAL AREAS SUBJECT TO EROSION SHALL RECEIVE A TEMPORARY SEEDING AND BE MULCHED IN ACCORDANCE WITH THE SPECIFICATIONS IMMEDIATELY FOLLOWING ROUGH GRADING. 18. IMMEDIATELY AFTER COMPLETION OF STRIPPING AND STOCKPILING OF TOPSOIL, SEED THE STOCKPILE WITH ANNUAL RYE GRASS. STABILIZE TOPSOIL STOCKPILES IMMEDIATELY AFTER COMPLETION OF STRIPPING AND STOCKPILING OF TOPSOIL, SEED THE STOCKPILE WITH ANNUAL RYE GRASS. STABILIZE TOPSOIL STOCKPILES WITH STRAW MULCH FOR PROTECTION IF THE SEASON DOES NOT PERMIT THE APPLICATION AND ESTABLISHMENT OF TEMPORARY SEEDING. 19. SOIL STOCKPILES ARE NOT TO BE LOCATED WITHIN FIFTY (50) FEET OF WETLANDS, THE FLOODPLAIN, SLOPE, ROADWAY OR DRAINAGE FACILITIES. THE BASE OF SOIL STOCKPILES ARE NOT TO BE LOCATED WITHIN FIFTY (50) FEET OF WETLANDS, THE FLOODPLAIN, SLOPE, ROADWAY OR DRAINAGE FACILITIES. THE BASE OF ALL STOCKPILES SHALL BE PROTECTED BY A HAY BALE BARRIER OR SEDIMENT FENCE. LOCATIONS ARE DELINEATED ON THE PLAN. 20. MAXIMUM SIDE SLOPES OF ALL EXPOSED SURFACES SHALL NOT BE CONSTRUCTED STEEPER THAN 3:1 UNLESS OTHERWISE APPROVED BY THE DISTRICT. MAXIMUM SIDE SLOPES OF ALL EXPOSED SURFACES SHALL NOT BE CONSTRUCTED STEEPER THAN 3:1 UNLESS OTHERWISE APPROVED BY THE DISTRICT. 21. ALL AREAS NOT STABILIZED BY CONSTRUCTION, SODDING OR LANDSCAPING SHALL BE SEEDED AND STABILIZED IN ACCORDANCE WITH THE SEEDING AND ALL AREAS NOT STABILIZED BY CONSTRUCTION, SODDING OR LANDSCAPING SHALL BE SEEDED AND STABILIZED IN ACCORDANCE WITH THE SEEDING AND MULCHING SPECIFICATIONS. 22. MULCHING IS REQUIRED ON ALL SEEDED AREAS TO INSURE AGAINST EROSION BEFORE GRASS IS ESTABLISHED TO PROMOTE EARLIER VEGETATIVE COVER. MULCHING IS REQUIRED ON ALL SEEDED AREAS TO INSURE AGAINST EROSION BEFORE GRASS IS ESTABLISHED TO PROMOTE EARLIER VEGETATIVE COVER. 23. ALL DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT FILTRATION DEVICE. THE SEDIMENT FILTER MUST BE CAPABLE OF FILTERING THE ALL DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT FILTRATION DEVICE. THE SEDIMENT FILTER MUST BE CAPABLE OF FILTERING THE SEDIMENT AND BE PLACED SO AS NOT TO CAUSE EROSION OF THE DOWNSTREAM AREA.

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GENERAL PLANTING NOTES 1. ALL PLANT MATERIAL SHALL CONFORM TO THE REQUIREMENTS DESCRIBED IN THE LATEST EDITION OF AMERICAN ALL PLANT MATERIAL SHALL CONFORM TO THE REQUIREMENTS DESCRIBED IN THE LATEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN OR THE PLANT MATERIAL WILL BE UNACCEPTABLE. ALL PLANT MATERIAL SHALL BE TRUE TO SPECIES, VARIETY, SIZE AND BE CERTIFIED DISEASE AND INSECT FREE. THE OWNER AND/OR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO APPROVE ALL PLANT MATERIAL ON SITE PRIOR TO INSTALLATION. 2. ALL PLANT MATERIAL SHALL BE PROPERLY GUYED, STAKED, WRAPPED, AND PLANTED IN CONFORMANCE WITH THE ALL PLANT MATERIAL SHALL BE PROPERLY GUYED, STAKED, WRAPPED, AND PLANTED IN CONFORMANCE WITH THE TYPICAL PLANTING DETAILS. GUY WIRES SHALL BE ATTACHED TO THE TREE AT A HEIGHT OF TWO-THIRDS THE HEIGHT OF THE TREE AND SHOULD BE LOCATED AT POINTS SO AS NOT TO SPLIT THE TRUNK OF MULTI-STEMMED TREES. PROVIDE THREE STAKES PER TREE UNLESS NOTED OTHERWISE INSTALL ALL PLANT MATERIAL ON UNDISTURBED GRADE. PROVIDE BURLAP WRAPPING WITH A 50% OVERLAP. CUT AND REMOVE BURLAP FROM TOP ONE-THIRD OF THE ROOT BALL. 3. PROVIDE PLANTING PITS AS INDICATED ON PLANTING DETAILS. BACKFILL PLANTING PITS WITH ONE PART EACH OF PROVIDE PLANTING PITS AS INDICATED ON PLANTING DETAILS. BACKFILL PLANTING PITS WITH ONE PART EACH OF TOP SOIL, PEAT MOSS, AND PARENT MATERIAL. IF WET SOIL CONDITIONS EXIST THEN PLANTING PITS SHALL BE EXCAVATED AN ADDITIONAL 12" AND FILLED WITH SAND. 4. NEWLY INSTALLED PLANT MATERIAL SHALL BE WATERED AT THE TIME OF INSTALLATION AND SHALL BE NEWLY INSTALLED PLANT MATERIAL SHALL BE WATERED AT THE TIME OF INSTALLATION AND SHALL BE SUBSEQUENTLY FLOODED TWICE WITHIN TWENTY-FOUR (24) HOURS OF PLANTING. REGULAR WATERING SHALL BE PROVIDED TO ENSURE THE ESTABLISHMENT, GROWTH AND SURVIVAL OF ALL PLANTS. 5. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE. ANY PLANT ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE. ANY PLANT MATERIAL THAT DIES WITHIN THAT TIME PERIOD SHALL BE REMOVED, INCLUDING THE STUMP, AND REPLACED WITH MATERIAL OF SIMILAR SIZE AND SPECIES AT THE EXPENSE OF THE DEVELOPER. THE REPLACED PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR AFTER THE REPLACEMENT DATE. 6. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A MINIMUM 6" LAYER OF TOPSOIL IN ALL LAWN AREAS AND A THE LANDSCAPE CONTRACTOR SHALL PROVIDE A MINIMUM 6" LAYER OF TOPSOIL IN ALL LAWN AREAS AND A MINIMUM OF 6" OF TOPSOIL IN ALL PLANTING AREAS. A FULL SOIL ANALYSIS SHALL BE CONDUCTED AFTER CONSTRUCTION AND PRIOR TO PLANTING TO DETERMINE THE EXTENT OF SOIL AMENDMENT REQUIRED. 7. ALL DISTURBED LAWN AREAS SHALL BE STABILIZED WITH EITHER SOD OR SEED AS INDICATED ON THE LANDSCAPE ALL DISTURBED LAWN AREAS SHALL BE STABILIZED WITH EITHER SOD OR SEED AS INDICATED ON THE LANDSCAPE PLANS. SEED SHALL CONSIST OF THE MIXTURE LISTED IN THE GENERAL SEEDING NOTES. ALL DISTURBED LAWN AREAS SHALL BE TOP SOILED, LIMED, FERTILIZED, AND FINE GRADED PRIOR TO LAWN INSTALLATION. 8. ALL PLANTING BEDS SHALL RECEIVE 4" OF SHREDDED PINE, CEDAR OR HEMLOCK BARK. ALL PLANTING BEDS SHALL RECEIVE 4" OF SHREDDED PINE, CEDAR OR HEMLOCK BARK. 9. ALL SHRUB MASSES SHALL BE PLANTED IN CONTINUOUS MULCHED BEDS. ALL SHRUB MASSES SHALL BE PLANTED IN CONTINUOUS MULCHED BEDS. 10. ALL TREES ARE TO BE GUYED, 3 EACH, UNLESS OTHERWISE NOTED ON PLAN. ALL TREES ARE TO BE GUYED, 3 EACH, UNLESS OTHERWISE NOTED ON PLAN. 11. ALL DECIDUOUS TREES ARE TO BE WRAPPED, WITH TREE WRAP, UP TO THE FIRST BRANCHING AND SECURED. ALL DECIDUOUS TREES ARE TO BE WRAPPED, WITH TREE WRAP, UP TO THE FIRST BRANCHING AND SECURED. 12. THE LANDSCAPE CONTRACTOR IS TO PERFORM ALL CONTRACTED WORK IN A REASONABLE PERIOD OF CONTINUOUS THE LANDSCAPE CONTRACTOR IS TO PERFORM ALL CONTRACTED WORK IN A REASONABLE PERIOD OF CONTINUOUS WORK. 13. THE LANDSCAPE CONTRACTOR IS TO MAINTAIN PLANT MATERIAL WHILE THE PROJECT IS UNDERWAY AND FOR A THE LANDSCAPE CONTRACTOR IS TO MAINTAIN PLANT MATERIAL WHILE THE PROJECT IS UNDERWAY AND FOR A PERIOD OF TWO WEEKS AFTER THE COMPLETION OF THE PROJECT UNLESS OTHERWISE SPECIFIED. 14. THE CONTRACTOR IS TO CLEAN UP AND REMOVE ANY DEBRIS FROM THE SITE, CAUSED BY THE LANDSCAPE THE CONTRACTOR IS TO CLEAN UP AND REMOVE ANY DEBRIS FROM THE SITE, CAUSED BY THE LANDSCAPE CONTRACTOR.

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LEGEND

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PROPOSED

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CONTOUR LINE

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SPOT GRADE

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EDGE OF PAVEMENT

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VERTICAL GRANITE CURB

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CHAIN LINK FENCE

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STOCKADE FENCE

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WATER LINE

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FIRE HYDRANT

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WATER GATE

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SEWER LINE

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SEWER MANHOLE

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GAS LINE

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GAS METER

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GAS GATE

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DRAIN LINE

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DRAIN MANHOLE

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CATCH BASIN

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OVERHEAD WIRES

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ELECTRIC, TELEPHONE & CABLE

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UTILITY POLE

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GUY WIRE

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101

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+101.1

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SGC

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BITUMINOUS CONCRETE CURB

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UNDERGROUND COMMUNICATIONS

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GUARD RAIL

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EROSION CONTROL BARRIER

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REVISIONS

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DRAWN BY:

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CHECKED BY:

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DESIGNED BY:

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JKM

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CAF

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CAF

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JOB NO. 18-782

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LATEST REVISION:

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SEPTEMBER 10, 2019

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CIVIL

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CHRISTIAN

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ALBERT

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No. 47544

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FARLAND

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D D D DD

DD

D

DD

D

DD

DD

DD

DD

D

D

D D

D

DD

D

D

D

D

DD

D

D

D

D

OHW

10.06'

10.3

1'

W W W W W W W W W W W W W W W W W W W W W

WW

W

W

WW

WW

WW

WW

WW

WW

WW

T T T T T T T T T T T T T T T T T T

T

T

T

MW

ETC

ETC

ETC

ETC

ETC

ETC

ETC

G G G G G G G G G G G

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

G

G GG

G G G

G

G G G

W

T

T

TT

TT

T

T

T

T

100.8'

33.8'

49.6

'

1.3'

66.1'

72.2'63.2'

64.9

'

66.4

0'

W

W

W

WW

VGCEOP

EOP

EOPVGC EOP

VGC

VGCEOP

EOPVGC

OVERHEADTRAFFIC SIGNAL




PED. CROSSING SIGNAL

TACTILE PAD (typ)

TACTILE PAD (typ)


CONC. WALK

CONC. WALK

MAP 33 ~ BLOCK 12 ~ LOT 10N/F

PRI GOSNOLD GROVE, LLC

CB-19

RIM=34.74

INV=31.17DMH-17

RIM=35.19

INV=31.07 a

INV=31.07 b

INV=31.05 c

CB-18

RIM=35.98

INV=31.11

CB-12

RIM=35.49

INV=33.33

CB-11

RIM=35.65

INV=31.35

DMH

RIM=35.22

INV=?

CROSS WALK

CROSS WALK

CRO

SS W

ALK

CRO

SS W

ALK

STO

P LI

NE

STOP LINE

DMH-21

RIM=35.52

INV=31.17 a

INV=31.17 b

INV=31.17 c

INV=31.15 d

CB-23

RIM=35.40

INV=31.30

DMH

RIM=35.59

INV=?

CBCI-22

INLET=35.32

RIM=35.34

INV=31.25

EOC

EOP


OLD BARNSTABLE REALTY TRUST

ASSESSORSMAP 33 ~ BLOCK 12 ~ LOT 7

ASSESSORSMAP 33 ~ BLOCK 12 ~ LOT 8

DUMPSTERENCLOSURE

7 ST

RIPE

D SP

ACES

2 ST

RIPE

D SP

ACES

6 STRIPED SPACESEOPEOC

EOPEOC

ICE

EOP

EOC

EOC

EOP

GASOLENEDISPENSERS

DIESELDISPENSER

CANOPY OVERHANG

CANOPY OVERHANG

CONCRETE

CANOPY COLUMN (typ)

CONCRETECONCRETE

CONCRETE WALK CONCRETE WALK

BIT.

CONC

. WAL

K

STOCKADE FENCE

STOCKADE FENCE

CHAINLINK FENCE

STOCKADE FENCE

CB-3

RIM=34.93

INV=30.80 CI-8

INLET=35.09

RIM=35.49

INV=32.43

DMH-7

RIM=35.58

INV=31.10

CB-6

RIM=35.08

INV=30.60

DMH-5

RIM=35.25

INV=30.45 a

INV=30.45 b

INV=30.45 c

INV=30.45 d

CI-4A

INLET=34.89

RIM=35.34

INV=31.29

DMH

RIM=35.38

INV=31.43 a

INV.= b

INV.=30.50 c

DMH

RIM=35.00

INV=? a

INV=30.40 b

INV=30.15 c

INV=30.15 d

CI-2A

INLET=35.00

RIM=35.31

INV=32.30

CB-3A

RIM=34.93

INV=30.90

CONCRETE

TRASH BARREL

TRASH BARRELS

SHED

CB-25

RIM=35.94

INV=31.95

CB-26

RIM=35.65

INV=32.03

DMH-24

RIM=35.96

INV=31.86 a

INV=31.86 b

INV=31.84 c

MULTIPLE BAY GARAGEOFFICE BUILDING

8 OLD MEETING HOUSEROAD

EOC

EOC

EOP CONCRETE

EOC

EOP

EOC

EOP

EOC

CHAINLINK FENCE

GRASS

UN-PAVED DIRT AREA

GRASS

EOC

CHAINLINK FENCE

SLID

ING

GATE

SLID

ING

GATE

CONC

RETE

WAL

K

CONC

RETE

WAL

KEO

PVG

C

EOP

VGC

BIT.

CONC

RETE

WAL

KCO

NC.

CHAINLINK FENCE

CHAINLINK FENCE

CONCRETE

CONCRETE

PAVEMENT

PAVEMENT

EOC

EOC

EOP

EOP

EOPBCC

SIGN

BOLLARD (typ)

BUSH

EOP

EOPBCC

BCC

EOP

BCC

EOP

AC UNITS

TRASH BARRELVACUUMS

364 EAST FALMOUTH HIGHWAY

EOPBCC

EOPBCC

CONC

RETE

F.F.F. EL=36.85

FLOOR EL.= 36.96

FLOOR EL.= 36.93

T.O.F.EL.=36.96

THRESHOLDEL.=37.55

CONC. WALK

EOP

EOP

EOP

EOP

EM

TREES

SHRUBS

SHRUBS SHRUBS

16" AC 16" AC

12"

AC8

" DI

4" P

L

2" P

L

2" P

L

6" C

I

6" C

I

12" AC

6" CS6" CS6" CS

DMH-3B

RIM=35.20

INV=30.74 a

INV.=30.70 b

INV.=30.30 c

abc

abc

ab

cda

cb

d

ac

b

abc

d

a b

c

0.2'

28.4'43.3'

70.3'

32.2

' 24.0

'9.

0'

57.2'

30.3'

80

.2'

0.2'

27.0'

27.2

'

54.9

'

28.3

'

28.3

'

22.0'3.8'

5.0'

7.3'7.3'

30.2'

AC

10.0'

10.0'

7.6'7.

6'

FORMER STREET LINE

18" RCP18" RCP

18" RCP

12" AC

10" DI 12"RCP

12"

RCP

12" RCP

12"

RCP

12"

12"

RCP

RCP

10" DI

12" RCP

10" DI

12"

RCP

OLD

M

EETI

NG

HOU

SE

ROA

D


BLDG. WIRINGUNDERGROUNDDROP

UTILITY POLE WITHUNDERGROUND DROP

POSSIBLE LOCATION OF UNDERGROUND WIRING,NO SURFACE EVIDENCE AVAILABLE TO CONFIRM

I.R. SET I.R. SET

I.R. SET

I.R. SET I.R. SETI.R. SET

I.R. SET

BRKN SB FND

GRANITE BNDWITH DH FND

GRANITEBND WITH DH FND

MAG NAIL FND


MAG NAIL IN U.P. #12/1ELEV.=37.95 (NAVD'88)

MAG NAIL IN U.P. #9-138ELEV.=36.90 (NAVD'88)

PAVEMENT

PAVEMENT

GRASS

GRASS

CHAINLINK FENCE

TRACT 1TRACT II

"CUMBERLAND FARMS"400 EAST FALMOUTH HIGHWAY

TRAC

T II

TRAC

T 1

APPROXIMATE LOCATION OFZONING BOUNDARY

RESIDENCE C

BUSINESS B2

UP#9-137 UP#9-138UP#9-140

UP#12-1

UP#12-2

UP#12-3

UP

UP#12-2AA

101EOP

VGC

BCC

CCB

W W

T T

D

D D

XXX

S

OHW OHW

GM

E

CO

M

MW

EM

E

HH

AC

DI

G G

ETC ETC

©

www.FarlandCorp.com

401 COUNTY STREET


P.508.717.3479

OFFICES IN:

●TAUNTON

●MARLBOROUGH

●WARWICK, RI

©

SIT

E P

LA

N

400

EA

ST

FA

LM

OU

TH

HIG

HW

AY

CFG02.0

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FIRE LANE

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NO PARKING

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(AREA=26,474± S.F.)

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(AREA=20,089± S.F.)

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S85°05'05"E

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40.00'

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N04°54'57"E

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155.37'

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N04°54'56"E

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100.00'

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168.64'

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N85°05'04"W

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12.00'

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N85°05'05"W

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14.00'

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S48°50'03"W

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S07°42'57"W

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S07°42'57"W

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25.00'

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S38°57'24"W

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69.16'

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2.31'

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132.29'

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15.48'

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S11°25'08"W

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EXCEPTION 17 - HIGHWAY TAKING

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A

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C

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B

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D

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POSSIBLE LOCATION OF EXCEPTION 10 ELECTRIC CO. et al EASEMENT

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BENCHMARK

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BENCHMARK

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71.47'

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S85°05'03"E 60.00'

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S85°01'17"E 107.72'

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MASS GRID

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N

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DESCRIPTION

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LEGEND

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EXISTING

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PROPERTY LINE

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CONTOUR LINE

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EDGE OF PAVEMENT

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VERTICAL BIT. CONCRETE CURB

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CAPE COD BERM

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WATER LINE

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GAS LINE

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TELEPHONE

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HYDRANT

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WATER GATE

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GAS GATE

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SIGN

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BOLLARD

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UTILITY POLE

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DRAIN MANHOLE

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CATCH BASIN

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DRAIN LINE

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CHAINLINK FENCE

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STOCKADE FENCE

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SEWER MANHOLE

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OVERHEAD WIRES

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GAS METER

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ELECTRIC MANHOLE

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ELECTRIC METER

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MANHOLE

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MONITORING WELL

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CLEANOUT

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GUY WIRE

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ELECTRIC BOX

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HAND HOLE

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AC UNIT

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CURB INLET

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ELECTRIC, TELEPHONE &

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CABLE

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LOCUS

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LOCUS MAP SCALE: 1"=2,000'±

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0'

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20'

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40'

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60'

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1" = 20'

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NOTE: THE LOCATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS ARE BASED ON RECORD PLANS AND WHERE POSSIBLE, MEASUREMENTS IN THE FIELD. THEIR LOCATIONS SHOULD NOT BE RELIED ON AS BEING EXACT OR COMPLETE. DRAINAGE STRUCTURES WERE BOLTED SHUT AND WERE NOT OPENED FOR AS-BUILT LOCATIONS. NO AS-BUILT PLANS WERE AVAILABLE FROM TOWN OR STATE AGENCIES, FROM TOWN OR STATE AGENCIES, FROM TOWN OR STATE AGENCIES, PIPE SIZES, ROUTING AND INVERT ELEVATIONS SHOWN ARE BASED UPON RECORD DESIGN PLANS AND SHOULD BE VERIFIED IF REQUIRED FOR DESIGN WORK.

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REVISIONS

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DRAWN BY:

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CHECKED BY:

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DESIGNED BY:

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JKM

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CAF

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CAF

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JOB NO. 18-782

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LATEST REVISION:

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SEPTEMBER 10, 2019

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PREPARED

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FOR:

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ALTA/NSPS LAND TITLE SURVEY

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MURPHY

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No. 38387

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BRIAN

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J.

©

MAP 33 - BLOCK 12 - LOT 8

www.FarlandCorp.com

401 COUNTY STREET


P.508.717.3479

OFFICES IN:

●TAUNTON

●MARLBOROUGH

●WARWICK, RI

©

SIT

E P

LA

N

400

EA

ST

FA

LM

OU

TH

HIG

HW

AY

CFG02.1

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REAL PROPERTY IN THE CITY OF FALMOUTH, COUNTY OF BARNSTABLE, COMMONWEALTH OF MASSACHUSETTS, DESCRIBED AS FOLLOWS: TRACT I: THE LAND WITH ALL BUILDINGS AND IMPROVEMENTS THEREON SITUATED ON THE NORTHERLY SIDE OF WAQUOIT ROAD, ROUTE 28, IN THE TOWN OF FALMOUTH, COUNTY OF BARNSTABLE, COMMONWEALTH OF MASSACHUSETTS, BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A STONE BOUND LOCATED AT THE SOUTHEASTERLY CORNER OF THE PARCEL HEREIN DESCRIBED, SAID CORNER BEING SITUATED 103.87 FEET (31.661m) NORTHWESTERLY FROM A STONE BOUND AT THE NORTHWESTERLY INTERSECTION OF WAQUOIT ROAD, ROUTE 28, AND OLD MEETING HOUSE ROAD; THENCE RUNNING NORTH 72°-06'-11" WEST ALONG THE NORTHERLYHIGHWAY LINE OF WAQUOIT ROAD, ROUTE 28, FOR A DISTANCE OF 100.00 FEET (30.480m) TO A CORNER AND PROPERTY NOW OR FORMERLY BELONGING TO GOSNOLD GROVE ASSOCIATION; THENCE TURNING AN INTERIOR ANGLE OF 90°-02'-29" ANDRUNNING NORTH 17°-51'-20" EAST BOUNDING NORTHWESTERLY BYSAID GOSNOLD GROVE ASSOCIATION PROPERTY FOR A DISTANCE OF 100.00 FEET (30.480m) TO A CORNER AND OTHER PROPERTY OF SAID GOSNOLD GROVE ASSOCIATION; THENCE TURNING AN INTERIOR ANGLE OF 90°-01'-14" ANDRUNNING SOUTH 72-09-54 EAST BOUNDING NORTHEASTERLY IN PART BY SAID GOSNOLD GROVE ASSOCIATION AND IN PART BY PROPERTY NOW OR FORMERLY BELONGING TO JOHN W. AND LUCY E. BURGESS FOR A DISTANCE OF 100.00 FEET (30.480m) TO A STONE BOUND LOCATED AT A CORNER AND PROPERTY NOW OR FORMERLY BELONGING TO GULF OIL CORPORATION; THENCE TURNING AN INTERIOR ANGLE OF 89°-58'-47" ANDRUNNING SOUTH 17°-51'-19" WEST BOUNDING SOUTHEASTERLY BYSAID GULF OIL CORPORATION PROPERTY FOR A DISTANCE OF 100.11 FEET (30.513m) TO THE POINT AND PLACE OF BEGINNING. THE LAST DESCRIBED LINE FORMING AN INTERIOR ANGLE OF 89°-57'-30" WITH THE FIRST DESCRIBED LINE.SAID PARCEL CONTAINS 10,005 SQUARE FEET (929.5m2). THE ABOVE-DESCRIBED PREMISES ARE SHOWN ON A PLAN OF LAND ENTITLED "PLAN OF SURVEY IN FALMOUTH, MASS. FOR GULF OIL CORPORATION BY STANLEY ENGINEERING, INC., SCALE 1"=10', NOVEMBER, 1981." FOR TITLE SEE BOOK 3458, PAGE 62 AND BOOK 4811, PAGE 222. TRACT II: THE LAND IN EAST FALMOUTH, COUNTY OF BARNSTABLE, COMMONWEALTH OF MASSACHUSETTS AND BEING DESCRIBED AS FOLLOWS: BEGINNING AT A STONE BOUND AT THE SOUTHEASTERLY CORNER OF LAND NOW OR FORMERLY OF THE TOWN OF FALMOUTH, OR THE NORTHERLY SIDE OF STATE HIGHWAY, (ROUTE 28); THENCE TURNING AND RUNNING NORTH 17°-51'-40" EAST BY SAID TOWN OFFALMOUTH LAND 100.0 FEET TO A STONE BOUND AT THE SOUTHWESTERLY CORNER OF OTHER LAND NOW OR FORMERLY OF JOHN W. BURGESS AND LUCY E. BURGESS; THENCE TURNING AND RUNNING SOUTH 72°-02'-00" EAST BY SAID BURGESS' LAND108.79 FEET TO A POINT ON THE WESTERLY SIDE OF OLD MEETING HOUSE ROAD; THENCE TURNING AND RUNNING SOUTH 20°-41'-50"WEST BY SAID ROAD, 100.0 FEET TO A STONE BOUND AT THE NORTHWESTERLY INTERSECTION OF OLD MEETING HOUSE ROAD AND ROUTE 28; THENCE TURNING AND RUNNING NORTH 72°-06'-10"WEST BY SAID ROUTE 28, 103.84 FEET TO THE POINT OF BEGINNING. BEING THE PREMISES DESCRIBED ON A PLAN RECORDED IN BARNSTABLE COUNTY REGISTRY OF DEEDS PLAN BOOK 342, PAGE 5. FOR TITLE SEE DEED RECORDED IN BARNSTABLE COUNTY REGISTRY OF DEEDS BOOK 3081, PAGE 291. SEE ARTICLES OF MERGER RECORDED WITH SAID REGISTRY IN BOOK 4811, PAGE 222.

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CUMBERLAND FARMS, INC. LEGAL DESCRIPTION

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PLAN REFERENCES

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PLAN BOOK 44 PAGE 47 PLAN BOOK 148 PAGE 89 PLAN BOOK 342 PAGE 5 PLAN BOOK 362 PAGE 100 PLAN BOOK 544 PAGE 95 2013 MA HIGHWAY ALTERATION L.O. No. 8337

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ASSESSORS MAP 33 BLOCK12 LOT 8 CUMBERLAND FARMS, INC. 165 FLANDERS ROAD WESTBOROUGH, MA 01581 DEED BOOK 5104 PAGE 310 DEED BOOK 6948 PAGE 219

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RECORD OWNERS

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ASSESSORS MAP 33 BLOCK 12 LOT 7 OLD BARNSTABLE REALTY TRUST PRISCILLA J. WYNNE & JAMES S. HALL, TRUSTEES P.O. BOX 393 E EAST FALMOUTH, MA 02536-7280 DEED BOOK 10209 PAGE 303 DEED BOOK 10209 PAGE 306

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BEGINNING AT A POINT IN THE NORTHERLY LINE OF EAST FALMOUTH HIGHWAY AT THE SOUTHEASTERLY CORNER OF LAND NOW OR FORMERLY OF PRI GOSNOLD GROVE, LLC AND THE SOUTHWESTERLY CORNER OF THE PARCEL TO BE DESCRIBED. THENCE RUNNING N 04°-54'-56" E BY LAND OF SAID PRI GOSNOLD GROVE,LLC A DISTANCE OF ONE HUNDRED AND 00/100 (100.00) FEET TO A CORNER AND LAND OF SAID PRI GOSNOLD GROVE, LLC; THENCE TURNING AND RUNNING S 85°-05'-05" E BY SAID LAND OF PRIGOSNOLD GROVE, LLC A DISTANCE OF FORTY AND 00/100 (40.00) FEET TO AN ANGLE POINT AND LAND NOW OR FORMERLY OF OLD BARNSTABLE REALTY TRUST; THENCE TURNING AND RUNNING S 85°-05'-03" E BY SAID LAND OF OLDBARNSTABLE REALTY TRUST A DISTANCE OF SIXTY AND 00/100 (60.0) FEET TO AN ANGLE POINT; THENCE TURNING AND RUNNING S 85°-01'-17" E BY SAID LAND OF OLDBARNSTABLE REALTY TRUST A DISTANCE OF ONE HUNDRED SEVEN AND 72/100 (107.72) FEET TO A CORNER AND THE WESTERLY LINE OF OLD MEETING HOUSE ROAD; THENCE TURNING AND RUNNING S 7°-42'-57" W IN THE WESTERLY LINE OFSAID OLD MEETING HOUSE ROAD A DISTANCE OF SIXTY-NINE AND 16/100 (69.16) FEET TO AN ANGLE POINT; THENCE TURNING AND RUNNING S 38°-57'-24" W A DISTANCE OF TWENTY-FIVEAND 00/100 (25.00) FEET TO AN ANGLE POINT: THENCE TURNING AND RUNNING N 85°-05'-05" W A DISTANCE OF TWELVE AND00/100 (12.00) FEET TO AN ANGLE POINT; THENCE TURNING AND RUNNING S 48°-50'-03" W A DISTANCE OF FOURTEENAND 00/100 (14.00) FEET TO AN ANGLE POINT AND THE NORTHERLY LINE OF EAST FALMOUTH HIGHWAY, THE LAST FOUR COURSES BEING IN THE WESTERLY LINE OF THE SAID OLD MEETING HOUSE ROAD; THENCE TURNING AND RUNNING S 85°-05'-04" W IN THE NORTHERLY LINE OFSAID EAST FALMOUTH HIGHWAY A DISTANCE OF ONE HUNDRED SIXTY-EIGHT AND 64/100 (168.64) FEET TO LAND OF PRI GOSNOLD GROVE, LLC AND THE POINT OF BEGINNING. THE ABOVE DESCRIBE PARCEL CONTAINS 20,089± SQUARE FEET.

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CUMBERLAND FARMS, INC. SURVEYOR'S LEGAL DESCRIPTION

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BY: PROFESSIONAL LAND SURVEYOR: BRIAN J. MURPHY DATE DATE

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THIS IS TO CERTIFY TO FIRST AMERICAN TITLE INSURANCE COMPANY THAT TO FIRST AMERICAN TITLE INSURANCE COMPANY THAT THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 7(a), 8, 9, 11, 13, 2, 3, 4, 7(a), 8, 9, 11, 13, 14, 16, 17, & 18 OF TABLE A THEREOF. THE FIELD WORK WAS OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON APRIL 3, 2019.

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CERTIFICATION

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4/5/19

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OBSERVED ENCROACHMENTS

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A LOCUS PAVEMENT EXTENDS ONTO EAST FALMOUTH HIGHWAY LOCUS PAVEMENT EXTENDS ONTO EAST FALMOUTH HIGHWAY B OVERHEAD WIRES CROSS LOCUS TO LOT 10 OVERHEAD WIRES CROSS LOCUS TO LOT 10 C LOT 10 WALKWAY PAVEMENT EXTENDS TO FENCE ON LOCUSLOT 10 WALKWAY PAVEMENT EXTENDS TO FENCE ON LOCUS

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CUMBERLAND FARMS, INC. NOTES

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1. THE LOT SHOWN ON THIS PLAN IS THE SAME AS NOTED IN TITLE POLICY THE LOT SHOWN ON THIS PLAN IS THE SAME AS NOTED IN TITLE POLICY COMMITMENT NO. 946808-1, DATED FEBRUARY 27, 2019, BY FIRST AMERICAN TITLE INSURANCE COMPANY. 2. BY GRAPHIC PLOTTING ONLY, THE PROPERTY DEPICTED ON THIS PLAN FALLS IN BY GRAPHIC PLOTTING ONLY, THE PROPERTY DEPICTED ON THIS PLAN FALLS IN ZONE X, AS SHOWN ON THE FLOOD INSURANCE RATE MAP NUMBER 25001C0733J, EFFECTIVE DATE: JULY 16, 2014. 3. A TOTAL OF 15 STRIPED PARKING SPACES WERE OBSERVED ON ASSESSORS MAP A TOTAL OF 15 STRIPED PARKING SPACES WERE OBSERVED ON ASSESSORS MAP 33, BLOCK 12, LOT 8. 4. NO WETLAND MARKERS WERE OBSERVED. NO WETLAND MARKERS WERE OBSERVED. 5. NO EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING WORK OR BUILDING NO EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING WORK OR BUILDING ADDITIONS. 6. THERE IS NO EVIDENCE OF THE SITE BEING USED AS A SOLID WASTE DUMP, THERE IS NO EVIDENCE OF THE SITE BEING USED AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL. 7. ASSESSORS MAP 33, BLOCK 12, LOT 8 HAS PHYSICAL ACCESS TO BOTH EAST ASSESSORS MAP 33, BLOCK 12, LOT 8 HAS PHYSICAL ACCESS TO BOTH EAST FALMOUTH HIGHWAY (ROUTE 28) AND OLD MEETING HOUSE ROAD. 8. THE SURVEYOR'S LEGAL DESCRIPTION WAS PREPARED TO CLARIFY THE OVERALL THE SURVEYOR'S LEGAL DESCRIPTION WAS PREPARED TO CLARIFY THE OVERALL BOUNDARY OF THE SURVEYED PROPERTY.

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CUMBERLAND FARMS, INC. TITLE COMMITMENT No. 946808-1

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SHEET 2 OF 3 PERTAINS TO:

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9 WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT SHOWN WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT SHOWN BY PUBLIC RECORDS. (NOT PLOTTABLE) 17 TAKING BY THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF TAKING BY THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF HIGHWAYS FOR ROUTE 28, RECORDED WITH SAID DEEDS, BOOK 27738, PAGE 1. (PLOTTED)

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CUMBERLAND FARMS, INC. EXCEPTIONS

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REVISIONS

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DRAWN BY:

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CHECKED BY:

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DESIGNED BY:

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JKM

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CAF

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CAF

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JOB NO. 18-782

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LATEST REVISION:

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SEPTEMBER 10, 2019

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PREPARED

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FOR:

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MURPHY

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No. 38387

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BRIAN

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J.

MAP 33 - BLOCK 12 - LOT 7

www.FarlandCorp.com

401 COUNTY STREET


P.508.717.3479

OFFICES IN:

●TAUNTON

●MARLBOROUGH

●WARWICK, RI

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9 WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT SHOWN BY THE WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT SHOWN BY THE PUBLIC RECORDS. (NOT PLOTTABLE) 10 EASEMENT TO COMMONWEALTH ELECTRIC COMPANY et al, DATED JANUARY 18, 1986, EASEMENT TO COMMONWEALTH ELECTRIC COMPANY et al, DATED JANUARY 18, 1986, RECORDED WITH SAID DEEDS, BOOK 4897, PAGE 53. (LOCATION IS BASED UPON ERECTION OF LINES AS INSTALLED, WIRING DROPS OBSERVED AT BUILDING AND UTILITY POLE LOCATED ON LOT 6. POSSIBLE UNDERGROUND CONNECTION PLOTTED, NO SURFACE EVIDENCE FOUND TO CONFIRM THIS.) 13 COVENANT WITH THE TOWN OF FALMOUTH PLANNING BOARD, RECORDED WITH SAID COVENANT WITH THE TOWN OF FALMOUTH PLANNING BOARD, RECORDED WITH SAID DEEDS, BOOK 6872, PAGE 256, AS AFFECTED BY A RELEASE FROM COVENANT, RECORDED WITH SAID DEEDS, BOOK 6919, PAGE 217. (COVENANT IS NON-LOCUS)

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OLD BARNSTABLE REALTY TRUST EXCEPTIONS

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REAL PROPERTY IN THE CITY OF FALMOUTH, COUNTY OF BARNSTABLE, COMMONWEALTH OF MASSACHUSETTS, DESCRIBED AS FOLLOWS: TRACT I: A CERTAIN PARCEL OF LAND IN FALMOUTH (EAST), BARNSTABLE COUNTY, MASSACHUSETTS, BOUNDED AND DESCRIBED AS FOLLOWS: NORTHERLY BY LAND OF JOSEPH PIMENTAL, SR. AND A PORTION OF PARCEL A AS SHOWN ON A PLAN HEREINAFTER DESCRIBED, A TOTAL DISTANCE OF ONE HUNDRED SEVENTY-SIX AND 19/100 (176.19) FEET; EASTERLY BY OLD MEETING HOUSE ROAD, ONE HUNDRED (100) FEET; SOUTHERLY BY THE REMAINING PORTION OF PARCEL B AS SHOWN ON SAID PLAN IN A LINE PARALLEL WITH THE NORTHERLY LINE OF SAID PARCEL B A DISTANCE OF ONE HUNDRED SEVENTY-SIX (176) FEET, MORE OR LESS; AND EASTERLY BY A PORTION OF SAID PARCEL A, A DISTANCE OF ONE HUNDRED (100) FEET; SAID LOT OR PARCEL OF LAND CONTAINING AN AREA OF APPROXIMATELY 17,600 SQUARE FEET OF LAND, AND BEING SHOWN ON A PLAN ENTITLED "PLAN OF LAND IN EAST FALMOUTH-MASS. FOR JOHN BURGESS, DATED APRIL 13, 1959, DRAWN BY CHARLES N. SAVOY CO., ENGINEERS & SURVEYORS, COTUIT - FALMOUTH, MASSACHUSETTS. BEING THE SAME PREMISES CONVEYED TO THE GRANTOR BY DEED OF JOHN W. BURGESS AND LUCY E. BURGESS DATED APRIL 14, 1966 AND RECORDED WITH SAID DEEDS IN BOOK 1332, PAGE 472. TRACT II: THE LAND IN EAST FALMOUTH, BARNSTABLE COUNTY, MASSACHUSETTS, BOUNDED AND DESCRIBED AS FOLLOWS: NORTHERLY BY OTHER LAND OF THE GRANTOR, ONE HUNDRED SEVENTY-SIX (176) FEET, MORE OR LESS; EASTERLY BY OLD MEETING HOUSE ROAD, FIFTY (50) FEET; SOUTHERLY BY LAND BELONGING TO GULF OIL CORPORATION, A PORTION OF WHICH (60 FEET) FORMERLY BELONGED TO THE TOWN OF FALMOUTH, AS SHOWN ON A PLAN HEREINAFTER MENTIONED, ONE HUNDRED SIXTY-EIGHT AND 79/100 (168.79) FEET, MORE OR LESS; AND WESTERLY BY PARCEL "A" SHOWN ON SAID PLAN, FIFTY-FIVE AND 37/100 (55.37) FEET. SAID PREMISES ARE THE REMAINING PORTION OF PARCEL "B" SHOWN ON THE PLAN ENTITLED "PLAN OF LAND IN EAST FALMOUTH - MASS. FOR JOHN BURGESS", DATED APRIL 13, 1959, DRAWN BY CHARLES N. SAVERY CO., ENGINEERS AND SURVEYORS, COTUIT-FALMOUTH, MASSACHUSETTS, RECORDED WITH SAID DEEDS IN PLAN BOOK 148, PAGE 89, AFTER THE CONVEYANCE OF TWO PARCELS DESCRIBED IN DEEDS RECORDED WITH SAID DEEDS IN BOOK 1332, PAGE 472 AND BOOK 3081, PAGE 291. THE PARCEL HEREBY CONVEYED CONTAINS APPROXIMATELY 9,000 SQUARE FEET OF VACANT LAND. BEING THE SAME PREMISES CONVEYED TO THE GRANTOR BY DEED OF JOHN W. BURGESS AND LUCY E. BURGESS DATED APRIL 30, 1984, RECORDED WITH SAID DEEDS IN BOOK 4089, PAGE 136.

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OLD BARNSTABLE REALTY TRUST LEGAL DESCRIPTION

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ASSESSORS MAP 33 BLOCK12 LOT 8 CUMBERLAND FARMS, INC. 165 FLANDERS ROAD WESTBOROUGH, MA 01581 DEED BOOK 5104 PAGE 310 DEED BOOK 6948 PAGE 219

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RECORD OWNERS

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ASSESSORS MAP 33 BLOCK 12 LOT 7 OLD BARNSTABLE REALTY TRUST PRISCILLA J. WYNNE & JAMES S. HALL, TRUSTEES P.O. BOX 393 E EAST FALMOUTH, MA 02536-7280 DEED BOOK 10209 PAGE 303 DEED BOOK 10209 PAGE 306

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PLAN REFERENCES

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PLAN BOOK 44 PAGE 47 PLAN BOOK 148 PAGE 89 PLAN BOOK 342 PAGE 5 PLAN BOOK 362 PAGE 100 PLAN BOOK 544 PAGE 95 2013 MA HIGHWAY ALTERATION L.O. No. 8337

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OBSERVED ENCROACHMENTS

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EWIRING FROM LOCUS CROSSING LOT 6 TO OLD MEETING HOUSE ROADWIRING FROM LOCUS CROSSING LOT 6 TO OLD MEETING HOUSE ROAD

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OLD BARNSTABLE REALTY TRUST TITLE COMMITMENT No. NCS-946808-HOU1

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SHEET 3 OF 3 PERTAINS TO:

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OLD BARNSTABLE REALTY TRUST NOTES

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1. THE LOT SHOWN ON THIS PLAN IS THE SAME AS NOTED IN TITLE POLICY THE LOT SHOWN ON THIS PLAN IS THE SAME AS NOTED IN TITLE POLICY COMMITMENT FILE NO. NCS-946808-HOU1, DATED FEBRUARY 14, 2019, BY FIRST AMERICAN TITLE INSURANCE COMPANY. 2. BY GRAPHIC PLOTTING ONLY, THE PROPERTY DEPICTED ON THIS PLAN FALLS IN BY GRAPHIC PLOTTING ONLY, THE PROPERTY DEPICTED ON THIS PLAN FALLS IN ZONE X, AS SHOWN ON THE FLOOD INSURANCE RATE MAP NUMBER 25001C0733J, EFFECTIVE DATE: JULY 16, 2014. 3. NO STRIPED PARKING SPACES WERE OBSERVED ON ASSESSORS MAP 33, BLOCK NO STRIPED PARKING SPACES WERE OBSERVED ON ASSESSORS MAP 33, BLOCK 12, LOT 7. 4. NO WETLAND MARKERS WERE OBSERVED. NO WETLAND MARKERS WERE OBSERVED. 5. NO EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING WORK OR BUILDING NO EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING WORK OR BUILDING ADDITIONS. 6. THERE IS NO EVIDENCE OF THE SITE BEING USED AS A SOLID WASTE DUMP, THERE IS NO EVIDENCE OF THE SITE BEING USED AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL. 7. ASSESSORS MAP 33, BLOCK 12, LOT 7 HAS PHYSICAL ACCESS TO OLD MEETING ASSESSORS MAP 33, BLOCK 12, LOT 7 HAS PHYSICAL ACCESS TO OLD MEETING HOUSE ROAD. 8. THE SURVEYOR'S LEGAL DESCRIPTION WAS PREPARED TO CLARIFY THE OVERALL THE SURVEYOR'S LEGAL DESCRIPTION WAS PREPARED TO CLARIFY THE OVERALL BOUNDARY OF THE SURVEYED PROPERTY.

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BEGINNING AT A POINT IN THE WESTERLY LINE OF OLD MEETING HOUSE ROAD AT THE NORTHEASTERLY CORNER OF LAND NOW OR FORMERLY OF CUMBERLAND FARMS, INC. AND THE SOUTHEASTERLY CORNER OF THE PARCEL TO BE DESCRIBED, THENCE RUNNING N 85°-01'-17" W BY LAND OF SAID CUMBERLAND FARMS,INC. A DISTANCE OF ONE HUNDRED SEVEN AND 72/100 (107.72) FEET TO AN ANGLE POINT; THENCE TURNING AND RUNNING N 85°-05'-03" W BY LAND OF SAIDCUMBERLAND FARMS, INC. A DISTANCE OF SIXTY AND 00/100 (60.00) FEET TO AN ANGLE POINT AND LAND NOW OR FORMERLY OF PRI GOSNOLD GROVE, LLC; THENCE TURNING AND RUNNING N 04°-54'-57" E BY LAND OF SAID PRIGOSNOLD GROVE, LLC A DISTANCE OF ONE HUNDRED FIFTY-FIVE AND 37/100 (155.37) FEET TO A CORNER AND LAND OF THE SAID PRI GOSNOLD GROVE, LLC; THENCE TURNING AND RUNNING S 85°-05'-03" E BY LAND OF SAID PRIGOSNOLD GROVE, LLC A DISTANCE OF SIXTY AND 00/100 (60.00) FEET TO AN ANGLE POINT AND OTHER LAND OF OLD BARNSTABLE REALTY TRUST; THENCE TURNING AND RUNNING S 82°-17'-03" E BY LAND OF THE SAID OLDBARNSTABLE REALTY TRUST A DISTANCE OF ONE HUNDRED SIXTEEN AND 19/100 (116.19) FEET TO A CORNER AND THE WESTERLY LINE OF OLD MEETING HOUSE ROAD; THENCE TURNING AND RUNNING S 07°-42'-57" W IN THE WESTERLY LINE OFSAID OLD MEETING HOUSE ROAD A DISTANCE OF ONE HUNDRED THIRTY-TWO AND 29/100 (132.29) FEET TO AN ANGLE POINT; THENCE TURNING AND RUNNING S 11°-25'-08" W IN THE WESTERLY LINE OFSAID OLD MEETING HOUSE ROAD A DISTANCE OF FIFTEEN AND 48/100 (15.48) FEET TO AN ANGLE POINT; THENCE TURNING AND RUNNING S 07°-42'-57" W IN THE WESTERLY LINE OFSAID OLD MEETING HOUSE ROAD A DISTANCE OF TWO AND 31/100 (2.31) FEET TO LAND NOW OR FORMERLY OF CUMBERLAND FARMS, INC. AND THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL CONTAINS 26,474± SQUARE FEET.

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OLD BARNSTABLE REALTY TRUST SURVEYOR'S LEGAL DESCRIPTION

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BY: PROFESSIONAL LAND SURVEYOR: BRIAN J. MURPHY DATE DATE

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THIS IS TO CERTIFY TO FIRST AMERICAN TITLE INSURANCE COMPANY THAT TO FIRST AMERICAN TITLE INSURANCE COMPANY THAT THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 7(a), 8, 9, 11, 13, 2, 3, 4, 7(a), 8, 9, 11, 13, 14, 16, 17, & 18 OF TABLE A THEREOF. THE FIELD WORK WAS OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON APRIL 3, 2019.

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CERTIFICATION

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4/5/19

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REVISIONS

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DRAWN BY:

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CHECKED BY:

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DESIGNED BY:

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JKM

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CAF

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CAF

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JOB NO. 18-782

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LATEST REVISION:

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SEPTEMBER 10, 2019

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PREPARED

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FOR:

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MURPHY

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No. 38387

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BRIAN

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J.

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www.FarlandCorp.com

401 COUNTY STREET


P.508.717.3479

OFFICES IN:

●TAUNTON

●MARLBOROUGH

●WARWICK, RI

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FIRE LANE

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PAVEMENT SAWCUT

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(TO BE CAPPED AT PROPERTY LINE BY G.C.)

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(TO BE CAPPED AT PROPERTY LINE BY G.C.)

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(TO BE REMOVED BY G.C.)

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BEARING REFERENCE

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N

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REVISIONS

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CHECKED BY:

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DESIGNED BY:

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JKM

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CAF

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CAF

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JOB NO. 18-782

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LATEST REVISION:

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SEPTEMBER 10, 2019

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CHRISTIAN

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ALBERT

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No. 47544

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FARLAND

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DEMOLITION PLAN

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35' FRONT SETBACK (ROUTE 28)

RC "SINGLE RESIDENCE C"B-2 "BUSINESS 2 DISTRICT"

VGCEOP

EOP

EOPVGC EOP

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VGCEOP

EOP

VGC






TACTILE PAD (typ)

TACTILE PAD (typ)


CONC. WALK

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CROSS WALK

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SS W

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CRO

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2" P

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I.R. SET I.R. SET

I.R. SET

I.R. SETI.R. SET



MAGNAILFND






ASSESSORSMAP 33 ~ BLOCK 12 ~ LOT 7 & 8

OLD

M

EETI

NG

HOU

SE

ROA

D


EOP

VGC

EXISTING SHRUBSTO REMAIN

EXISTING CURBCUT TO REMAIN



·

·

www.FarlandCorp.com

401 COUNTY STREET


P.508.717.3479

OFFICES IN:

●TAUNTON

●MARLBOROUGH

●WARWICK, RI

©

SIT

E P

LA

N

400

EA

ST

FA

LM

OU

TH

HIG

HW

AY

CFG04.0

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LANDSCAPE AREA

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ACCESSIBLE PARKING SIGN MTD. ON BOLLARD

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6" BOLLARDS5' O.C.

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SCREENED DUMPSTER ENCLOSURE

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6,7,8 CFG9.2

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6 CFG9.2

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9 CFG9.0

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ACCESSIBLE PARKING

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8 CFG9.0

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3 + 1 DIESEL DISPENSER (2)

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113.5'x25.2' CONCRETE PAD

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MONOLITHIC CONCRETE WALK FLUSH WITH ASPHALT

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6 CFG9.1

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3'X12' CONCRETE GAS ISLAND (4)

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C02 TANK

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SINGLE WHITE LINE (TYP.)

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BITUMINOUS CONCRETE PAVEMENT

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2 CFG9.1

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PAINTED PAVEMENT STRIPE

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SLOPED GRANITE CURB

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4 CFG9.1

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113.0'x24.0' CANOPY

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GAS DISPENSER (2)

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24.5' X 20' CONCRETE PAD

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PROPOSED 18'-0" SIGN WITH PLANTER (SEE CFG13.0)

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TANK VENTS

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(2)20K SPLIT COMPARTMENTAL DWFG STORAGE TANKS

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VGC EOC

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103' SIGHT LINE

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82' SIGHT LINE

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L.A.

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R=3'

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8 CFG9.1

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APPROXIMATE ZONING DISTRICT BOUNDARY

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S85°05'05"E

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40.00'

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N04°54'57"E

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155.37'

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168.64'

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N85°05'04"W

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S07°42'57"W

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69.16'

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15.48'

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S11°25'08"W

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EOP

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VGC

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(AREA=46,563± S.F.)

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EOP SGC

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EOP SGC

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(2) BLUE RHINO CAGES

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CONCRETE SIDEWALK (188 L.F. TOTAL)

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EOP

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VGC

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5 CFG9.1

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3

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10

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6'H VINYL STOCKADE FENCE

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AIR TOWER

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10 CFG9.1

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DETECTIBLE WARNING

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10 CFG9.0

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REGULAR (87)

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20,000(10')

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MASTER TANK

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REGULAR (87)

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12,000(10')

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SIPHON TANK

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DIESEL

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8,000(10')

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PREMIUM (93)

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8,000(10')

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WELL

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UNIVERSAL VALVE CO.

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OBSERVATION

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WELL

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MONITORING

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UNIVERSAL VALVE CO.

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OBSERVATION

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3 CFG9.1

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BEARING REFERENCE

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N

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1. SITE DOES NOT CONTAIN BORDERING VEGETATED WETLAND, SPECIAL FLOOD HAZARD SITE DOES NOT CONTAIN BORDERING VEGETATED WETLAND, SPECIAL FLOOD HAZARD AREAS, OR RIVERFRONT AREA. 2. VARIANCES FROM THE FALMOUTH ZONING BY-LAWS WILL BE REQUIRED TO ALLOW: VARIANCES FROM THE FALMOUTH ZONING BY-LAWS WILL BE REQUIRED TO ALLOW: PARKING SPACES TO BE LOCATED WITHIN THE FRONT YARD AREA AS DEFINED TO INCLUDE THE AREA BETWEEN THE FRONT WALLS OF THE PRINCIPAL BUILDING AND THE LOT FRONTAGE. (MAY BE PERMITTED BY SPECIAL PERMIT GRANTING AUTHORITY) GREATER THAN 12% BUILDING LOT COVERAGE.

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REVISIONS

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DRAWN BY:

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CHECKED BY:

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DESIGNED BY:

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JKM

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CAF

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CAF

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JOB NO. 18-782

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LATEST REVISION:

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SEPTEMBER 10, 2019

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PREPARED

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CIVIL

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CHRISTIAN

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ALBERT

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No. 47544

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FARLAND

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- ZONING DATA TABLE -

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PROJECT DATA

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TOTAL SITE AREA

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1.1± ACRES

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BUILDING FOOTPRINT

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4,384 S.F. CUMBERLAND FARMS

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TOTAL PARKING REQUIRED

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RETAIL: 1 SPACE/200 S.F. LEASABLE FLOOR AREA

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4.384/200 = 22 SPACES

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TOTAL PARKING PROVIDED

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28

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LAND INFORMATION

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ASSESSORS MAP

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MAP 33

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BLOCK/LOT NUMBER

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BLOCK 12 / LOT 7 & 8

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ZONING INFORMATION

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ZONING DISTRICT

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BUSINESS 2 (B2)

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MIN. LOT AREA

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REQUIRED

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EXISTING

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40,000 S.F.

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46,563± S.F.

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46,563± S.F.

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MIN. FRONTAGE

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200

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438.88

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438.88

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BUILDING HEIGHT LIMIT

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3 STORIES OR 45 FT

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1.5 STORIES

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32.83 FT

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MAX. LOT COVERAGE

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12% (STRUCTURE), 70% (LOT)

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16.7% (STRUCTURES) 67.4% (LOT)

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STRUCTURE SETBACKS

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REQUIRED

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FRONT YARD

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25 FT (35 FT FROM ROUTE 28)

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6.03 FT

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33.7 FT (42.9 FT FROM ROUTE 28)

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SIDE YARD

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20

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10.3 FT

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22.2 FT

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REAR YARD

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20

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1.3 FT

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70.1 FT

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LANDSCAPING/OPEN SPACE

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N/A

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N/A

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N/A

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DOT INFORMATION

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CURB CUT PERMIT

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REQUIRED

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MAJOR ROAD JURISDICTION

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EAST FALMOUTH HIGHWAY (ROUTE 28) - STATE HIGHWAY LAYOUT

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MINOR ROAD JURISDICTION

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OLD MEETINGHOUSE ROAD

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PROJECT NOTES

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SITE LAYOUT PLAN

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SCALE: 1"=20'

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35' FRONT SETBACK (ROUTE 28)

RC "SINGLE RESIDENCE C"B-2 "BUSINESS 2 DISTRICT"

VGCEOP

EOP

EOPVGC EOP

VGC

VGCEOP

EOP

VGC






TACTILE PAD (typ)

TACTILE PAD (typ)


CONC. WALK

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CROSS WALK

CROSS WALK

CRO

SS W

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CRO

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EOP

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2" P

L


I.R. SET I.R. SET

I.R. SET

I.R. SETI.R. SET



MAGNAILFND







OLD

M

EETI

NG

HOU

SE

ROA

D


EOP

VGC





·

·

www.FarlandCorp.com

401 COUNTY STREET


P.508.717.3479

OFFICES IN:

●TAUNTON

●MARLBOROUGH

●WARWICK, RI

©

SIT

E P

LA

N

400

EA

ST

FA

LM

OU

TH

HIG

HW

AY

CFG04.1

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LANDSCAPE AREA

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ACCESSIBLE PARKING SIGN MTD. ON BOLLARD

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6" BOLLARDS5' O.C.

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SCREENED DUMPSTER ENCLOSURE

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6,7,8 CFG9.2

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6 CFG9.2

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9 CFG9.0

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ACCESSIBLE PARKING

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8 CFG9.0

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3 + 1 DIESEL DISPENSER (2)

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113.5'x25.2' CONCRETE PAD

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MONOLITHIC CONCRETE WALK FLUSH WITH ASPHALT

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6 CFG9.1

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3'X12' CONCRETE GAS ISLAND (4)

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C02 TANK

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SINGLE WHITE LINE (TYP.)

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2 CFG9.1

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PAINTED PAVEMENT STRIPE

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SLOPED GRANITE CURB

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4 CFG9.1

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113.0'x24.0' CANOPY

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GAS DISPENSER (2)

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24.5' X 20' CONCRETE PAD

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PROPOSED 18'-0" SIGN WITH PLANTER (SEE CFG13.0)

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TANK VENTS

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(2)20K SPLIT COMPARTMENTAL DWFG STORAGE TANKS

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VGC EOC

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103' SIGHT LINE

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82' SIGHT LINE

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LANDSCAPE AREA (RIVER ROCK)

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L.A.

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LANDSCAPE AREA

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20

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24

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25

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EOP VGC

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R=30'

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R=5'

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R=3'

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R=3'

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R=10'

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8 CFG9.1

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APPROXIMATE ZONING DISTRICT BOUNDARY

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S85°05'05"E

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40.00'

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N04°54'57"E

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155.37'

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168.64'

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N85°05'04"W

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S07°42'57"W

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69.16'

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15.48'

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S11°25'08"W

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EOP

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VGC

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(AREA=46,563± S.F.)

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R=5'

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EOP SGC

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EOP SGC

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(2) BLUE RHINO CAGES

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CONCRETE SIDEWALK (188 L.F. TOTAL)

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EOP

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VGC

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5 CFG9.1

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3

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10

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21

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26

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27

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AIR TOWER

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10 CFG9.1

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VGC EOP

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DETECTIBLE WARNING

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10 CFG9.0

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REGULAR (87)

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20,000(10')

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MASTER TANK

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REGULAR (87)

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12,000(10')

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SIPHON TANK

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DIESEL

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8,000(10')

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%%U

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PREMIUM (93)

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8,000(10')

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%%U

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WELL

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MONITORING

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UNIVERSAL VALVE CO.

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OBSERVATION

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WELL

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MONITORING

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UNIVERSAL VALVE CO.

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OBSERVATION

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3 CFG9.1

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BEARING REFERENCE

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N

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1. SITE DOES NOT CONTAIN BORDERING VEGETATED WETLAND, SPECIAL FLOOD HAZARD SITE DOES NOT CONTAIN BORDERING VEGETATED WETLAND, SPECIAL FLOOD HAZARD AREAS, OR RIVERFRONT AREA. 2. VARIANCES FROM THE FALMOUTH ZONING BY-LAWS WILL BE REQUIRED TO ALLOW: VARIANCES FROM THE FALMOUTH ZONING BY-LAWS WILL BE REQUIRED TO ALLOW: PARKING SPACES TO BE LOCATED WITHIN THE FRONT YARD AREA AS DEFINED TO INCLUDE THE AREA BETWEEN THE FRONT WALLS OF THE PRINCIPAL BUILDING AND THE LOT FRONTAGE. (MAY BE PERMITTED BY SPECIAL PERMIT GRANTING AUTHORITY) GREATER THAN 12% BUILDING LOT COVERAGE.

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0'

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40'

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60'

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1" = 20'

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REVISIONS

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DRAWN BY:

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CHECKED BY:

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DESIGNED BY:

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JKM

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CAF

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CAF

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JOB NO. 18-782

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LATEST REVISION:

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SEPTEMBER 10, 2019

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PREPARED

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FOR:

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R

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N

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M

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CIVIL

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CHRISTIAN

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ALBERT

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No. 47544

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FARLAND

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E

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A

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A

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H

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C

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- ZONING DATA TABLE -

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PROJECT DATA

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TOTAL SITE AREA

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1.1± ACRES

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BUILDING FOOTPRINT

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4,384 S.F. CUMBERLAND FARMS

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TOTAL PARKING REQUIRED

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RETAIL: 1 SPACE/200 S.F. LEASABLE FLOOR AREA

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4.384/200 = 22 SPACES

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TOTAL PARKING PROVIDED

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28

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LAND INFORMATION

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ASSESSORS MAP

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MAP 33

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BLOCK/LOT NUMBER

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BLOCK 12 / LOT 7 & 8

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ZONING INFORMATION

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ZONING DISTRICT

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BUSINESS 2 (B2)

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MIN. LOT AREA

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REQUIRED

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EXISTING

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PROVIDED

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40,000 S.F.

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46,563± S.F.

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46,563± S.F.

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MIN. FRONTAGE

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REQUIRED

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EXISTING

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PROVIDED

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200

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438.88

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438.88

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BUILDING HEIGHT LIMIT

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REQUIRED

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EXISTING

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PROVIDED

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3 STORIES OR 45 FT

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1.5 STORIES

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32.83 FT

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MAX. LOT COVERAGE

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REQUIRED

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EXISTING

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PROVIDED

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12% (STRUCTURE), 70% (LOT)

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STRUCTURE SETBACKS

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REQUIRED

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EXISTING

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PROVIDED

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FRONT YARD

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25 FT (35 FT FROM ROUTE 28)

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6.03 FT

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33.7 FT (42.9 FT FROM ROUTE 28)

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SIDE YARD

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20

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10.3 FT

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22.2 FT

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REAR YARD

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20

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1.3 FT

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70.1 FT

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LANDSCAPING/OPEN SPACE

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N/A

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N/A

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N/A

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DOT INFORMATION

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CURB CUT PERMIT

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REQUIRED

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MAJOR ROAD JURISDICTION

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EAST FALMOUTH HIGHWAY (ROUTE 28) - STATE HIGHWAY LAYOUT

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MINOR ROAD JURISDICTION

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OLD MEETINGHOUSE ROAD

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PROJECT NOTES

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SITE PLAN / EXISTING CONDITIONS OVERLAY PLAN

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SCALE: 1"=20'

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D


x35.11x35.09

x35.77

x35.72

x35.62

x35.59

x36.17

x36.33

x36.07

www.FarlandCorp.com

401 COUNTY STREET


P.508.717.3479

OFFICES IN:

●TAUNTON

●MARLBOROUGH

●WARWICK, RI

©

SIT

E P

LA

N

400

EA

ST

FA

LM

OU

TH

HIG

HW

AY

CFG05.0

AutoCAD SHX Text

(AREA=46,563± S.F.)

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REGULAR (87)

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20,000(10')

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MASTER TANK

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REGULAR (87)

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12,000(10')

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SIPHON TANK

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DIESEL

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8,000(10')

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%%U

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PREMIUM (93)

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8,000(10')

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%%U

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WELL

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MONITORING

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UNIVERSAL VALVE CO.

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OBSERVATION

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WELL

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MONITORING

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UNIVERSAL VALVE CO.

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OBSERVATION

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+36.70

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PROPOSED CONVENIENCE STORE SLAB ELEV.=36.8

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+36.40

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+36.69

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+36.69

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+36.12

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+36.80

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+36.39

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+36.35

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+36.02

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+35.45

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+36.12

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+35.89

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+36.24

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+36.07

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+35.09

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+34.85

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+36.12

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+36.12

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+36.24

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+35.59

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+35.71

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+36.13

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+36.32

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+36.75

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+36.95

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+36.50

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+36.33

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TC=36.67 BC=36.17

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TC=36.91 BC=36.41

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TC=36.73 BC=36.23

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TC=36.62 BC=36.12

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TC=36.88 BC=36.38

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TC=36.03 BC=35.53

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TC=35.63 BC=35.13

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TC=35.66 BC=35.16

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TC=36.65 BC=36.15

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TC=36.35 BC=35.85

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TC=36.18 BC=35.68

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36

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36

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36

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35

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S=1.9%%%

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S=0.8%%%

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S=0.8%%%

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S=0.8%%%

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S=0.8%%%

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S=2.0%%%

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CB-1

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RIM=34.74

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I=30.74

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CDS-2

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RIM=35.6

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(A)I=30.56

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(B)I=30.56

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(C)I=30.31

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A

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C

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B

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18'-12" HDPE S=O.044 FT/FT

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CULTEC SUBSURFACE RECHARGE SYSTEM #2

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5,6 CFG9.0

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2 CFG9.0

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4 CFG9.0

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CB-2

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RIM=35.59

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I=31.59

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2 CFG9.0

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CB-3

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RIM=35.26

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I=31.26

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2 CFG9.0

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CB-3

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RIM=35.35

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I=31.35

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2 CFG9.0

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A

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B

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C

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70'-12" HDPE S=O.01 FT/FT

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CDS-1

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RIM=35.5

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(A)I=30.60

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(B)I=30.60

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(C)I=30.35

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4 CFG9.0

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79'-12" HDPE S=O.013 FT/FT

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TC=36.98 BC=36.48

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TC=37.15 BC=36.65

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TC=37.31 BC=36.81

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8" HDPE

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TC=36.70 BC=36.37

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TC=37.00 BC=36.67

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+36.81

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TC=37.00 BC=36.67

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TC=36.70 BC=36.37

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+35.70

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+35.96

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8" HDPE

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8" HDPE

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CULTEC SUBSURFACE RECHARGE SYSTEM #1

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5,6 CFG9.0

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BEARING REFERENCE

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N

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REVISIONS

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DRAWN BY:

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CHECKED BY:

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DESIGNED BY:

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JKM

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CAF

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CAF

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JOB NO. 18-782

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LATEST REVISION:

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SEPTEMBER 10, 2019

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PREPARED

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FOR:

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E

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CHRISTIAN

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ALBERT

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No. 47544

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FARLAND

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E

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20'

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40'

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60'

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1" = 20'

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SITE DRAINAGE & GRADING PLAN

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OLD

M

EETI

NG

HOU

SE

ROA

D


www.FarlandCorp.com

401 COUNTY STREET


P.508.717.3479

OFFICES IN:

●TAUNTON

●MARLBOROUGH

●WARWICK, RI

©

SIT

E P

LA

N

400

EA

ST

FA

LM

OU

TH

HIG

HW

AY

CFG06.0

AutoCAD SHX Text

(AREA=46,563± S.F.)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

REGULAR (87)

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20,000(10')

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MASTER TANK

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REGULAR (87)

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12,000(10')

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SIPHON TANK

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DIESEL

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8,000(10')

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%%U

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PREMIUM (93)

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8,000(10')

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%%U

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WELL

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MONITORING

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UNIVERSAL VALVE CO.

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OBSERVATION

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WELL

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MONITORING

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UNIVERSAL VALVE CO.

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OBSERVATION

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36

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36

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36

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35

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37

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STAKED WATTLES AND SILT FENCE (LIMIT-OF-WORK)

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CONSTRUCTION ENTRANCE PAD

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1 CFG9.2

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2 CFG9.2

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LOCATION OF PERMANENT INFILTRATION BASIN SHALL NOT BE UTILIZED FOR CONSTRUCTION PERIOD SEDIMENT CONTROL

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BEARING REFERENCE

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N

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REVISIONS

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DRAWN BY:

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CHECKED BY:

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DESIGNED BY:

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JKM

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CAF

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CAF

AutoCAD SHX Text

JOB NO. 18-782

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LATEST REVISION:

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SEPTEMBER 10, 2019

AutoCAD SHX Text


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PREPARED

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FOR:

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CIVIL

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CHRISTIAN

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ALBERT

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No. 47544

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FARLAND

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E

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A

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0'

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20'

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40'

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60'

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1" = 20'

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EROSION CONTROL PLAN

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SCALE: 1"=20'

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VGCEOP

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TACTILE PAD (typ)

TACTILE PAD (typ)


CONC. WALK

CONC. WALK

CB-19

RIM=34.74

INV=31.17 DMH-17 CB-18

CB-12

RIM=35.49

INV=33.33

CB-11

RIM=35.65

INV=31.35

DMH

CROSS WALK

CROSS WALK

CRO

SS W

ALK

CRO

SS W

ALK

STO

P LI

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STOP LINE

DMH-21

RIM=35.52

INV=31.17 a

INV=31.17 b

INV=31.17 c

INV=31.15 d

CB-23

RIM=35.40

INV=31.30

DMH

RIM=35.59

INV=?

CBCI-22

INLET=35.32

RIM=35.34

INV=31.25


BIT.

CONC

. WAL

K

CB-3

RIM=34.93

INV=30.80 CI-8

INLET=35.09

RIM=35.49

INV=32.43

DMH-7

RIM=35.58

INV=31.10

CB-6

RIM=35.08

INV=30.60

DMH-5

RIM=35.25

CI-4A

INLET=34.89

RIM=35.34

INV=31.29

DMH

RIM=35.38

INV=31.43 a

INV.= b

DMH

RIM=35.00

INV=? a

INV=30.40 b

INV=30.15 c

CI-2A

INLET=35.00

RIM=35.31

INV=32.30

CB-3A

RIM=34.93

INV=30.90

CB-25

RIM=35.94

INV=31.95

CB-26

RIM=35.65

INV=32.03

DMH-24

RIM=35.96

INV=31.86 a

INV=31.86 b

INV=31.84 c

EOP

VGC

BIT.

CONC

RETE

WAL

K

CONC. WALK

EOP

EOP

EOP

EOP

16" AC16" AC

12"

AC8

" DI

4" P

L

2" P

L

2" P

L

6" C

I

6" C

I

12" AC

6" CS6" CS

6" CS

DMH-3B

RIM=35.20

INV=30.74 a

INV.=30.70 b

INV.=30.30 c

c

abc

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18" RCP 18" RCP18" RCP

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10" DI 12"RCP

12"

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12" RCP

12"

RCP

12"

12"

RCP

RCP

10" DI

12" RCP

10" DI


RESIDENCE C

BUSINESS B2

www.FarlandCorp.com

401 COUNTY STREET


P.508.717.3479

OFFICES IN:

●TAUNTON

●MARLBOROUGH

●WARWICK, RI

©

SIT

E P

LA

N

400

EA

ST

FA

LM

OU

TH

HIG

HW

AY

CFG07.0

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REGULAR (87)

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20,000(10')

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MASTER TANK

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DIESEL

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WELL

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UNIVERSAL VALVE CO.

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OBSERVATION

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INV.=33.80

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INV.=33.80

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INV.=33.80

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1,500 GREASE TRAP RIM=VARIES INV. IN=33.56 INV. OUT=33.31

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1 CFG9.0

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PROPOSED CONVENIENCE STORE AREA=4,384 S.F. SLAB=36.80

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6" SDR 35 (L=12', S=0.02)

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6" SDR 35 (L=13', S=0.02)

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V

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2" TYPE K COPPER

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SEPTIC SYSTEM LEACHING TRENCH & RESERVE LEACHING TRENCH

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GAS LINE (BY GAS COMPANY) TRENCH BY G.C.

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2,500 GALLON TWO-COMPARTMENT SEPTIC TANK RIM=VARIES INV. IN=33.17 (2) INVS. OUT=32.92

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6" SDR 35 (L=14', S=0.01)

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2 CFG9.0

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4" PVC IRRIGATION SLEEVE

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(AREA=46,563± S.F.)

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VENTS

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JOB NO. 18-782

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www.FarlandCorp.com

401 COUNTY STREET


P.508.717.3479

OFFICES IN:

●TAUNTON

●MARLBOROUGH

●WARWICK, RI

©

SIT

E P

LA

N

400

EA

ST

FA

LM

OU

TH

HIG

HW

AY

CFG08.0

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REGULAR (87)

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20,000(10')

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MASTER TANK

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REGULAR (87)

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12,000(10')

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SIPHON TANK

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DIESEL

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8,000(10')

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PREMIUM (93)

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WELL

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MONITORING

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UNIVERSAL VALVE CO.

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OBSERVATION

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WELL

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UNIVERSAL VALVE CO.

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OBSERVATION

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(AREA=46,563± S.F.)

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WHITE DOGWOOD

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NIKKO BLUE HYDRANGEA

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INKBERRY

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4" MULCH (TYP.)

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6" LOAM AND SEED

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TREE PLANTING

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3 CFG9.2

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SHRUB PLANTING

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4 CFG9.2

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DAYLILY

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AUTUMN ANTHEM

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ALL PLANT BEDS SHALL HAVE UNDERGROUND SPRINKLER SYSTEM (SEE NOTE 1)

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SNOW STORAGE

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4" SCH 40 PVC

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BLUE STAR

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JAPANESE LILAC

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4" SCH 40 PVC

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4" SCH 40 PVC

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SNOW STORAGE

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RIVER ROCK STONE IN BED

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LANDSCAPE TABLE

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SYMBOL

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BOTANICAL NAME

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COMMON NAME

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SIZE

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QUANTITY

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TREES

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CUPRESSOCYPARIS LEYLANDIL

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LEYLAND CYPRESS

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6'-8' HT

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50

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CORNUS FLORIDA

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WHITE DOGWOOD

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12'-14' HT

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10

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SYRINGA RETICULATA

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JAPANESE LILAC

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5'-6' HT

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2

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SHRUBS

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LLEX GLABRA 'SHAMROCK'

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INKBERRY

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2 GAL.

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36

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JUNIPERUS SQUAMATA

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BLUE STAR

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2 GAL.

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13

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HYDRANGEA MACROPHYLLA 'NIKKO BLUE'

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NIKKO BLUE HYDRANGEA

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2 GAL.

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MISCANTHUS SINENSIS

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2 GAL.

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DAYLILY

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21

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CAF

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CAF

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JOB NO. 18-782

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1" = 20'

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SITE LANDSCAPING PLAN

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NOTE: 1) DESIGN/BUILD IRRIGATION SUB-CONTRACTOR SHALL PROVIDE A DESIGN/BUILD IRRIGATION SUB-CONTRACTOR SHALL PROVIDE A COMPLETE SYSTEM FOR THE IRRIGATION AREAS SHOWN ON THE PLAN INCLUDING NEW AND EXISTING PLANTS. SUB-CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO LOCATE THE NECESSARY PVC SLEEVING TO COMPLETE THE PROGRAM.

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SCALE: 1"=20'

www.FarlandCorp.com

401 COUNTY STREET


P.508.717.3479

OFFICES IN:

●TAUNTON

●MARLBOROUGH

●WARWICK, RI

©

SIT

E P

LA

N

400

EA

ST

FA

LM

OU

TH

HIG

HW

AY

CFG09.0

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REVISIONS

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JKM

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CAF

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CAF

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JOB NO. 18-782

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4' - 0"

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MIN. LIQUID DEPTH

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MIN.

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NOTES: 1. CONSTRUCTION SHALL BE WATERTIGHT. CONSTRUCTION SHALL BE WATERTIGHT. 2. GREASE TRAP TO WITHSTAND H-20 LOADING. GREASE TRAP TO WITHSTAND H-20 LOADING. 3. GREASE TRAP TO HAVE A MINIMUM CAPACITY OF 1,500 GALLONS. GREASE TRAP TO HAVE A MINIMUM CAPACITY OF 1,500 GALLONS. 4. A MIN. 24" DIA. MANHOLE FRAME & COVER TO GRADE OVER THE INLET AND A MIN. 24" DIA. MANHOLE FRAME & COVER TO GRADE OVER THE INLET AND OUTLET SHALL BE PROVIDED. 5. GREASE TRAP SHALL BE INSPECTED MONTHLY & SHALL BE CLEANED WHEN THE GREASE TRAP SHALL BE INSPECTED MONTHLY & SHALL BE CLEANED WHEN THE LEVEL OF GREASE IS 25% OF THE DEPTH OF THE TANK OR AT LEAST EVERY 3 MONTHS.

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1,500 GALLON GREASE TRAP DETAIL

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NOT TO SCALE

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8"

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12" TYP.

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4' MIN.

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SNOUT

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4'-0"*

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*5' DIA. FOR DOUBLE CATCH BASIN

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NOTES: 1. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. 2. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 1" MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE CONNECTIONS.

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3. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER. 4. CATCH BASIN FRAME SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND MORTAR. (2 BRICK COURSES MIN. 5 BRICK COURSES MAX.)

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4'-0" DIA. CATCH BASIN

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ALTERNATE TOP SLAB (STEEL REINFORCED FOR HS-20 LOADING)

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CATCH BASIN

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NOT TO SCALE

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5. FRAME AND GRATE TO BE EQUAL TO LEBARON LK 120 (3 FLANGE) OR LK 121 (4 FLANGE) WITH SG-1 GRATE. DOUBLE FRAME AND GRATE SHALL BE LEBARON TYPE R-3531 B OR APPROVED EQUAL BY THE ENGINEER.

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SHELF TO BE FORMED AT 1" PER FOOT (FOR PIPE 18" AND LARGER)

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CEMENT CONCRETE INVERT

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OUTLET

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SEE NOTE #4

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SEE NOTE #3

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SEE NOTE #5

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2'-0" DIA. ACCESS

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8"

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FINISH GRADE

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ECCENTRIC CONE SECTION SEE ALT.

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RISER SECTION(S) AS REQ'D

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MONOLITHIC BASE SECTION

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4'-0" DIA. MANHOLE

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1'-0" TYP.

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2'-0" DIA. OPENING TYP.

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4'-0" DIA. MANHOLE

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ALTERNATE TOP SLAB (STEEL REINFORCED FOR HS-20 LOADING)

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DRAIN MANHOLE

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NOTES: 1. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. 2. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 1" MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE CONNECTIONS. 3. COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT 12" O.C. FOR THE FULL DEPTH OF THE STRUCTURE

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4. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER. 5. DRAIN MANHOLE FRAME SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND MORTAR. (2 BRICK COURSES MIN. 5 BRICK COURSES MAX.)

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NOT TO SCALE

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A

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A

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%%UPLAN VIEW B-B

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B

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B

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%%UELEVATION A-A

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CONTECH CDS 2025 WATER QUALITY UNIT

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UNPAVED

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18"

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LEDGE

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12" MIN. CLEARANCE

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SEE PLANS FOR FINAL GRADING

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EXISTING GROUND SURFACE

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WATER PIPE

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18"

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EARTH

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O.D.

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1.33

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PIPE

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1'-0"

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ZONE

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PIPE

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O

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O

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O

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O

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O

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O

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O

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O

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O

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O

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O

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O

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O

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O

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O

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O

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O

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PAVED

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5' MIN.

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UNDISTURBED NATURAL MATERIAL

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COVER

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TYPICAL WATER TRENCH

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COMPACTED CRUSHED STONE BEDDING AGAINST UNDISTURBED EARTH 1-1/2" MAX. STONE SIZE

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PROTECTION ZONE, SAND OR TYPE-C GRAVEL BORROW COMPACTED AS SPECIFIED ABOVE. MAXIMUM STONE SIZE - 2"

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TYPE-A GRAVEL BORROW COMPACTED TO 95% MAX. DRY DENSITY 6" MAX. STONE SIZE

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SHEETING, IF REQUIRED IS TO BE CUT OFF 1 FOOT ABOVE TOP OF PIPE AND ANY WOOD SHEETING DRIVEN DRIVEN BELOW PIPE ZONE SHALL BE LEFT IN PLACE

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SEE TYPICAL PAVEMENT SECTION

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PAVING & SUB-BASE AS SPECIFIED

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4 OZ. NON-WOVEN FILTER FABRIC AROUND STONE

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RECHARGER 902HD HEAVY-DUTY CHAMBER

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CULTEC HVLV FC-48 FEED CONNECTOR

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FINISHED GRADE

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ELEV.=33.25

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95% COMPACTED FILL

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95% COMPACTED FILL

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CULTEC RECHARGER 902HD HEAVY DUTY CROSS SECTION

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NOT TO SCALE

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2

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CFG5.0

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3

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CFG5.0

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5

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CFG5.0

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7

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CFG7.0

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4

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CFG5.0

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24"

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2'-0"

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MIN.

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4'-7"

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ELEV.=29.25

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ELEV.=28.50

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ELEV.=34.25

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ELEV.=35.25 (MIN., PAVED)

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1-2" DOUBLE WASHED CRUSHED STONE

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CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACED BENEATH INTERNAL MANIFOLD AND INLET PIPES (FOR SCOUR PROTECTION)

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DETAIL PLAN

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12"(MIN.) PAVED 18" (MIN.) UNPAVED

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24" SQUARE

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10"

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CONCRETE COLLAR

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FINISHED GRADE

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TYPICAL CULTEC CHAMBER

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CULTEC No. 410 FILTER FABRIC

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INSPECTION PORT

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6" INTERNAL COUPLING

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6" SCH. 40 PVC OR SDR-35 PVC PIPE RISER

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FLOOR BOX FRAME AND LID NEENAH R-7506 OR EQUAL W/ S.S. CAP SCREW LID CLOSURE

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H20 LOADING INSPECTION PORT

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NOT TO SCALE

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6

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CFG5.0

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CFG4.0

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ACCESSIBLE PARKING LAYOUT

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SEE ACCESSIBILITY SYMBOL DETAIL

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PAINTED ISLAND 4" W/ WHITE TRAFFIC PAINT TYP. 18" O.C.

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TRAFFIC SIGN ACCESSIBLE VAN PARKING

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8

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ACCESSIBLE PARKING SIGN

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NOT TO SCALE

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NOTES: 1. REFLECTIVE BLUE REFLECTIVE BLUE BACKGROUND WHITE LETTERING AND SYMBOL LETTERING MINIMUM 1" HEIGHT 2. SIGN TO BE MOUNTED ON SIGN TO BE MOUNTED ON 2" METTAL POST CENTERED ON 6" CONC. BOLLARD 3. ONE SIGN PER ONE SIGN PER HANDICAPPED SPACE

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(SEE BOLLARD DETAIL)

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HANDICAPPED

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9

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CFG4.0

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SPECIAL PLATE REQUIRED UNAUTHORIZED VEHICLES MAY BE REMOVED AT THE OWNER'S EXPENSE

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VAN ACCESSIBLE

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START OF RAMP

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TRUNCATED DOME DETAIL

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NOTES: : 1. COLOR OF TACTILE DETECTABLE WARNINGS SHALL BE YELLOW. COLOR OF TACTILE DETECTABLE WARNINGS SHALL BE YELLOW. 2. CONTRACTOR SHALL INSTALL TILE PER MANUFACTURER'S SPECIFICATIONS CONTRACTOR SHALL INSTALL TILE PER MANUFACTURER'S SPECIFICATIONS 3. PREFERRED PRODUCT SHALL BE REPLACEABLE (WET-SET) COMPOSITE TACTILE BY PREFERRED PRODUCT SHALL BE REPLACEABLE (WET-SET) COMPOSITE TACTILE BY ADA SOLUTIONS, INC. FOR PRICING QUOTATIONS, PLACING ORDERS, AND FURTHER INFORMATION, CALL JON MEHLMAN, EAST REGIONAL ACCOUNT DIRECTOR FOR ADA SOLUTIONS, INC. AT (800) 372-0519 or (978) 262-9900. DETAILED INFORMATION IS AVAILABLE AT www.adatile.com.

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DETECTABLE WARNING DETAIL

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10

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CFG4.0

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SCALE: AS NOTED

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6' VINYL PRIVACY FENCE

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12" MIN. DIA 3,500 PSI CONCRETE FOOTING

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1.5"X5.5" TOP RAIL

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1.5"X5.5" BOTTOM RAIL W/ALUMINUM CHANNEL

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5"X5" POSTS (TYP.)

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T&G INTERLOCKING PICKETS

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U-CHANNELS

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11

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CFG4.0

www.FarlandCorp.com

401 COUNTY STREET


P.508.717.3479

OFFICES IN:

●TAUNTON

●MARLBOROUGH

●WARWICK, RI

©

SIT

E P

LA

N

400

EA

ST

FA

LM

OU

TH

HIG

HW

AY

CFG09.1

PLAN VIEW ELEVATION VIEW

AIR

00.00

TRASH

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REVISIONS

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DRAWN BY:

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CHECKED BY:

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DESIGNED BY:

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JKM

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CAF

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CAF

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JOB NO. 18-782

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LATEST REVISION:

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SEPTEMBER 10, 2019

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CIVIL

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CHRISTIAN

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ALBERT

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No. 47544

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FARLAND

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LIGHT POLE AT LANDSCAPED AREAS

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7

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CFG4.0

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NOT TO SCALE

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TOP COURSE (CLASS 1)

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BINDER COURSE (TYPE I-1)

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AGGREGATE COURSE (REPROCESSED)

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COMPACTED SUBGRADE

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DEPTH

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A

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8"

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2.5"

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1.5"

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B

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C

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2

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FINISH GRADE SURFACE VARIES

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TYPE VA4 GRANITE CURB

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FINISH GRADE

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AGGREGATE BASE COURSE

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CONCRETE TO MEET PAVING

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COMPACTED SUBGRADE

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3

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4,000 PSI AIR ENTRAINED CONCRETE

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CA-6 STONE BASE

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COMPACTED SUBGRADE

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CONTROL JOINT

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EXPANSION JOINT

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1/8" RADIUS

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TOOLED JOINT

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1/8" RADIUS

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JOINT SEALANT HOLD DOWN 1/8"

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PREMOLDED FILLER

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6X6, 1.4/1.4 WWF, CENTERED IN SLAB

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CONCRETE WALK

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4"

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4"

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B

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A

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CONCRETE PAVEMENT SIDEWALK

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NOTE: UNLESS OTHERWISE NOTED ON PLANS, CONTRACTION JOINTS TO BE 5'-0" O.C. AND EXPANSION JOINTS TO BE 40'-0" O.C. MAX., OR AT BACK OF CURB, CHANGE OF DIRECTION, OTHER WALK, UTILITY APPURTENANCE, OR FACE OF STRUCTURE.

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5

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DUMPSTER PAD

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NOTES: : PROVIDE LIGHT BROOM FINISH PERPENDICULAR TO THE TRAFFIC FLOW UNLESS OTHERWISE NOTED.

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TOOLED CONTROL JOINT ¼" TIMES THE DEPTH OF THE SLAB, WITH 2" WIDE SMOOTH STRIP ON EACH SIDE. LAYOUT AS INDICATED ON PLAN.

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CONCRETE PAVEMENT 4,000 PSI

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6"x6" #10 WELDED WIRE MESH REINFORCING 3" MINIMUM COVER

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AGGREGATE BASE COURSE

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COMPACTED SUBGRADE

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CONCRETE PAD

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8"

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6"

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B

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A

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8

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DEPTH

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DRIVEWAY CURB CUT

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CFG4.0

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HSL HIGH SIDE TRANSITION

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6'-6" (MIN) LOW SIDE TRANSITION

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CURB

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EDGE OF ROADWAY

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6"

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A

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A

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1" LIP

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1.5%

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5% TO 12% SLOPE

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DRIVEWAY CEMENT CONCRETE (6") BITUMINOUS CONCRETE (4")

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FOUNDATION

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ROADWAY

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3'-3" (MIN) PATH OF TRAVEL

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VARIES

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WIDTH

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7.5%

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7.5%

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3'-3" (MIN) 1.5% CROSS SLOPE

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5% TO 12% SLOPE

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WIDTH

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SIDEWALK

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SECTION A-A

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1" LIP

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1

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6

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CFG4.0

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CFG4.0

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CFG4.0

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CFG4.0

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CFG4.0

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12" GRAVEL BASE

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(M 1.03.0 TYPE B)

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COMPACTED SUBGRADE

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SLOPED GRANITE CURB

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FINISH GRADE

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CEMENT

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CONCRETE

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TOP COURSE

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BINDER COURSE

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SLOPED GRANITE CURB

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4

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M 1.03.0 TYPE B GRAVEL BASE

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CFG4.0

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MONOLITHIC CONCRETE WALK

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NOT TO SCALE

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1

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1

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SCORED JOINT (TYPICAL)

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CONCRETE SIDEWALK

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BROOM FINISH WITH TWO COATS SEALING/CURING COMPOUND

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1/4" PER FOOT SLOPE

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GRAVEL BASE 6" IN DEPTH AFTER COMPACTION

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PAVEMENT

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NOTES: 1. UNLESS OTHERWISE NOTED, CONCRETE WALKS SHALL BE 4" MINIMUM THICKNESS, UNLESS OTHERWISE NOTED, CONCRETE WALKS SHALL BE 4" MINIMUM THICKNESS, CONCRETE PADS AND DRIVEWAY APRONS SHALL BE 6" MINIMUM THICKNESS REINFORCED CONCRETE. 2. CONCRETE WALKS AND PADS SHALL BE INSTALLED WITH CONTRACTION JOINTS AGAINST CONCRETE WALKS AND PADS SHALL BE INSTALLED WITH CONTRACTION JOINTS AGAINST ALL STRUCTURAL FEATURES AND/OR AT 24' CENTERS. TOOLED JOINTS SHALL BE INSTALLED AT 6' MAXIMUM SPACING EACH WAY. 3. CONCRETE HAUNCH SHALL BE INSTALLED FOR EXPOSED FACE AS INDICATED AND WHERE CONCRETE HAUNCH SHALL BE INSTALLED FOR EXPOSED FACE AS INDICATED AND WHERE FLUSH FOR ACCESS (RAMPS AND DUMPSTER PAD).

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WWF 6"X6"-W1.4 X W1.4 REINFORCING AT MID-DEPTH

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CON'T. #5'S

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NOTE: COORDINATE SEAL-OFF WITH HANDHOLE IN LIGHT POLE.

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POLE W/ 1'-0" ARM AND LIGHT(S) FURNISHED BY OWNER, INSTALLED BY CONTRACTOR

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EXPLOSION PROOF SEALING FITTING WITH GROUNDING JUMPER BY CONTRACTOR

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BASE PLATE COVER FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR

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3,000 P.S.I. CONCRETE

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1" CHAMFER

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PLANTING AREA

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3/4" x 30" LONG ANCHORBOLTS (SEE MFG. TEMPLATE) FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR

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3/4" RIGID CONDUIT 12" MIN. BELOW FINISH GRADE AT LANDSCAPED AREAS, 24" MIN. BELOW FINISH GRADE UNDER PAVED AREAS, BY CONTRACTOR

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UNDISTURBED SOIL (MIN. BEARING 1,500 LBS./SQ. FT.)

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HANDHOLE WITH COVER

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LEVELING NUTS

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SMOOTH FORMED/ RUBBED ABOVE GRADE

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CONC. FOOTING BY CONTRACTOR

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COMPACTED BACKFILL

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GRANITE CURB (SEE DETAIL FOR MORE INFO.)

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SEE ENLARGED DETAIL FOR BASE

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LUMINAIRE HEAD

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FINISH GRADE

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DETAIL PLAN

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CFI AIR MACHINE

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CFG4.0

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AIR MACHINE BASE (EXCEL TIRE GAUGE, MODEL: SC09ss)

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(2) 6" DIA. CONCRETE FILLED BOLLARD. SEE DETAILS FOR MORE INFO.

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6" W. VERTICAL CURB. SEE VERTICAL GRANITE CURB DETAIL FOR MORE INFO.

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FLUSH CONC.

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ELECTRICAL CONDUIT (CENTERED ON PAD)

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4" CONCRETE PAD

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6" W. VERTICAL CURB, SEE VERTICAL GRANITE CURB DETAIL FOR MORE INFO.

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CFI AIR MACHINE

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10

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3/8" MOUNTING STUDS (4 REQUIRED)

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TRASH BARREL

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4,000 PSI AIR ENTRAINED CONCRETE (M4.02.00)

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COMPACTED SUBGRADE

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CONTROL JOINT

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EXPANSION JOINT

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1/8" RADIUS

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TOOLED JOINT

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1/8" RADIUS

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JOINT SEALANT HOLD DOWN 1/8"

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PREMOLDED FILLER (M9.14.0)

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6X6, 1.4/1.4 WWF, CENTERED IN SLAB

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CONCRETE WALK

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8"

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4"

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B

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A

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NOTE: UNLESS OTHERWISE NOTED ON PLANS, CONTRACTION JOINTS TO BE 5'-0" O.C. AND EXPANSION JOINTS TO BE 30'-0" O.C. MAX., OR AT BACK OF CURB, CHANGE OF DIRECTION, OTHER WALK, UTILITY APPURTENANCE, OR FACE OF STRUCTURE.

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CFG4.0

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CONCRETE PAVEMENT SIDEWALK FOR CONSTRUCTION WITHIN STATE HIGHWAY LAYOUT

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GRAVEL BORROW (M1.03.0 (TYPE B))

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SCALE: AS NOTED

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5' TURNING RADIUS FOR WHEELCHAIR

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2% CROSS SLOPE IN ALL DIRECTIONS

www.FarlandCorp.com

401 COUNTY STREET


P.508.717.3479

OFFICES IN:

●TAUNTON

●MARLBOROUGH

●WARWICK, RI

©

SIT

E P

LA

N

400

EA

ST

FA

LM

OU

TH

HIG

HW

AY

CFG09.2

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REVISIONS

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DRAWN BY:

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CHECKED BY:

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DESIGNED BY:

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JKM

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CAF

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CAF

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JOB NO. 18-782

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LATEST REVISION:

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SEPTEMBER 10, 2019

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ROOTBALL

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PLANTING SOIL MIX: BACKFILL IN LOOSE LIFTS OF 6"-8" DEPTH. SETTLE WITH THOROUGH WATERING

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PLACE BALL ON SUBGRADE

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CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. CUT AND REMOVE WIRE BASKETS ENTIRELY

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FINISH GRADE

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SEED OR SOD AS NOTED ON PLANS

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PLANT SAUCER, 4" CONTINUOUS HEIGHT

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3" BARK MULCH IN SAUCER

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NOTE: TREE SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS IT BORE TO NURSERY OR FIELD GRADE.

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TREE PLANTING

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NOT TO SCALE

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CFG8.0

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3

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PLACE ROOT BALL ON UNDISTURBED SOIL. IF SOIL HAS BEEN DISTURBED, COMPACT TO MINIMIZE SETTLING.

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PLANTING SOIL MIX: BACKFILL IN LOOSE LIFTS OF 6"-8" DEPTH. SETTLE WITH THOROUGH WATERING.

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CUT AND REMOVE ALL BURLAP FROM ROOT BALL.

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FINISH GRADE

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PLANT SAUCER, 4" CONTINUOUS, NO SAUCERWHERE SHRUBS OCCUR IN BEDS.

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3" BARK MULCH IN SAUCER, NOT TO BE FILLED AGAINST ROOT FLARE OR TRUNK.

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NOTES: 1. SHRUB SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE SHRUB SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS IT BORE TO NURSERY OR FIELD GRADE. 2. WHERE SHRUBS OCCUR IN GROUPINGS IN PLANT BEDS, WHERE SHRUBS OCCUR IN GROUPINGS IN PLANT BEDS, PROVIDE 2' DEEP CONTINUOUS LOAM BED.

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ROOTBALL

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SHRUB PLANTING

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NOT TO SCALE

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CFG8.0

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4

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TEMPORARY CONSTRUCTION ENTRANCE

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NOT TO SCALE

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1-1/2" TO 4" CLEAN STONE

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GEOTEXTILE FABRIC

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(12' WIDE MINIMUM) NOTE: PURPOSE IS TO REMOVE MUD FROM TIRES OF CONSTRUCTION VEHICLES.

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EXISTING ROADWAY

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1

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CFG6.0

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STAKED STRAW WATTLE WITH SILT FENCE

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NOT TO SCALE

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CFG6.0

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2

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UPLAND

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WETLAND

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TRENCH SPOIL BACKFILLED & COMPACTED

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WOODEN STAKE @ 8' O.C.

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SUPPORT NET

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FILTER FABRIC

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BACKFILL

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NATIVE SOIL

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NATIVE SOIL

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STRAW WATTLE

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STAKE

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LIMIT OF WORK

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1

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2

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BOLLARD DETAIL

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NOT TO SCALE

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CFG4.0

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ELEVATION VIEW

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PLAN VIEW

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BOLLARD COVER

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6

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8" DUMPSTER PAD BOLLARD

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NOT TO SCALE

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CFG4.0

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ELEVATION VIEW

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7

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6" THICK CONC. SLAB

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8" DIA. STEEL BOLLARD (20 GA.) FILLED WITH CONCRETE

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COMPACTED GRAVEL BASE

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10" PVC SLEEVE; SAND FILLED IN VOID SPACE

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CONCRETE

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SAND

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10" PVC SLEEVE

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1" FILLER ROPE BACKER ROD

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SIKAFLEX 1C SL (SELF-LEVELING) CAULKING OR EQUAL

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WHITE PVC BOLLARD COVER W/ GREEN REFLECTOR TAPE @ TOP, ATTACHED TO PIPE WITH SILICONE ADHESIVE

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GREEN REFLECTOR TAPE

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6' H. WHITE VINYL FENCE. SEE "GATE ELEVATION DETAIL" FOR SPEC.

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(15) 5"x5" 0.150" THICK WHITE VINYL POST

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(4) 4" SCHEDULE 40 HOT DIPPED GALVANIZED STEEL POST

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CONCRETE PAD

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SAWCUT CONTRACTION JOINT

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1 " GALV. SLEEVE 78" GALV. SLEEVE FOR DROP ROD (TYP. FOR 8)

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(4) 8" DIA. X 48" H. (20 G.A.) STEEL BOLLARD FILLED W/CONCRETE. PAINTED (SAFETY YELLOW-SHERWIN WILLIAMS- 66R600)

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CONCRETE APRON

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GATE

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WHITE VINYL GATE (MATCH VINYL FENCE)

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GATED STORAGE

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C

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L

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C

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L

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C

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L

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C

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L

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CONCRETE PAD

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FENCE

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FENCE

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C

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L

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CARDBOARD

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TRASH

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7'WX7'D

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7'WX6'D

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DUMPSTER ENCLOSURE

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NOT TO SCALE

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5

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CFG4.0

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(2) 12" SONOTUBE

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(1) 24" SONOTUBE

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DUMPSTER GATE ELEVATION

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8

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NOT TO SCALE

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CFG4.0

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1

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DETAIL PLAN

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SCALE: AS NOTED

LUM NO. LABEL MTG. HT.

25 S 16.748

26 S 16.748

27 S 16.748

28 S 16.748

29 S 12

30 S 12

31 S 12

32 S 12

33 S 12

34 S 12

35 S 12

36 S 12

37 S 12

38 S 12

39 S 12

40 S 12

41 S 12

42 S 12

43 S 12

44 S 12

45 W1 10

46 W1 10

47 W1 10

48 W1 10

LUMINAIRE LOCATION SUMMARY

FOOTCANDLE LEVELS CALCULATED AT GRADE USING INITIAL LUMEN VALUESLABEL AVG MAX MIN AVG/MIN MAX/MIN

CANOPY 39.89 51 25 1.60 2.04

PAVED AREA 4.05 11.9 0.6 6.75 19.83

UNDEFINED AREA 0.77 18.4 0.0 N.A. N.A.

LUMINAIRE SCHEDULESYMBOL QTY LABEL ARRANGEMENT LUMENS LATF DIMMING LUMEN MULTIPLIER LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS [MANUFACTURER DESCRIPTION

1 A SINGLE 10706 1.030 1.000 1.030 B3-U0-G3 132.5 132.5 CREE, INC. ARE-EDG-3M-DA-06-E-UL-WH-700-57K-DIM

1 A5 2 @ 90 DEGREES 7896 1.000 1.000 1.000 B1-U0-G2 134 268 CREE, INC. ARE-EDG-3MB-DA-06-E-UL-WH-700-57K

1 A3 SINGLE 7896 1.030 1.000 1.030 B1-U0-G2 134 134 CREE, INC. ARE-EDG-3MB-DA-06-E-ULWH-700-57K-DIM

1 B SINGLE 11257 1.030 1.000 1.030 B2-U0-G2 134 134 CREE INC. ARE-EDG-4M-DA-06-E-UL-WH-700-57K-DIM

4 B3 SINGLE 8480 1.030 1.000 1.030 B1-U0-G2 134 536 CREE INC. ARE-EDG-4MB-DA-06-E-UL-WH-700-57K-DIM

16 C3 SINGLE 21340 1.030 0.590 0.608 B4-U0-G1 205.98 3295.68 Cree Inc CAN-228-SL-RM-09-E-UL-WH-700-57K-DIM (4.2 V)

4 W1 SINGLE 1947 1.000 1.000 1.000 N.A. 27.7 110.8 FC/SSL Lighting FCC618W-120V-35K-15L-WH-D-60-D-60

20 S SINGLE 2407 1.030 1.000 1.030 B2-U0-G0 37.5 750 Cree Inc KR6-30L-40K-120V-10V + KR6T-SSGCG-WF + KR6TA

LUMINAIRE LOCATION SUMMARYLUM NO. LABEL MTG. HT.

1 A 15

2 A3 15

3 A5 15

4 B 15

5 B3 15

6 B3 15

7 B3 15

8 B3 15

9 C3 14.5

10 C3 14.5

11 C3 14.5

12 C3 14.5

13 C3 14.5

14 C3 14.5

15 C3 14.5

16 C3 14.5

17 C3 14.5

18 C3 14.5

19 C3 14.5

20 C3 14.5

21 C3 14.5

22 C3 14.5

23 C3 14.5

24 C3 14.5

4B

1A

2A3

3A5

5B3

6B3

7B3

8B3

9C3

10C3

11C3

12C3

13C3

14C3

15C3

16C3

17C3

18C3

19C3

20C3

21C3

22C3

23C3

24C3

25S26

S

27S

28S 29

S30S

31S

32S

33S

34S

35S36S

37S

38S

39S

40S

41S

42S43

S

44S

45W1

46W1

47W1

48W1

26 32 41 36 36 39 36 37 43 37 36 39 36 37 43 37 36 39 35 36 40 31 25

33 28 34 46 46 46 34 35 46 46 46 34 34 46 46 46 34 27 33

38 39 45 50 50 51 46 47 51 50 51 47 46 51 50 50 45 39 38

33 36 47 41 44 45 44 42 49 43 45 45 45 42 49 42 44 45 44 41 47 36 33

25 34 39 38 34 37 35 39 41 39 35 37 35 39 41 39 35 37 34 38 39 34 25

6.3 5.2 2.3 1.7 2.1 3.2 4.7 4.3 5.3 4.0 2.6 1.7 1.3 1.0 0.9 0.8 0.6

5.8 4.6 2.7 2.0 2.5 4.1 6.2 7.0 6.7 5.4 3.6 2.9 2.3 2.2 1.9 1.6 1.3 0.9

6.1 5.7 2.7 2.4 4.3 7.4 10.5 11.9 11.6 10.2 9.5 9.0 8.6 8.4 8.0 7.4 5.5 2.9 0.9

4.7 4.1 3.3 2.9 1.6

2.7 2.5 2.8 3.5 2.3

5.2 4.9 3.2 3.3 2.5

7.4 4.8 2.8 2.7 2.2 1.2

6.3 4.7 2.7 2.1 4.1 7.3 9.4 10.2 10.5 10.2 10.5 10.5 10.1 10.3 10.1 9.4 7.7 5.2 3.0 2.7

5.6 5.8 2.6 1.8 1.9 2.2 2.5 2.7 2.7 2.6 2.6 2.5 2.4 2.4 2.4 2.3 2.5 3.6 5.9 4.3

2.3 2.4 2.3 2.3 1.7 1.4 1.3 1.3 1.3 1.2 1.3 1.4 1.9 2.5 5.1 6.4

3.4 3.6 4.2 2.9 1.5 1.1 0.9 0.9 0.9 0.9 0.9 1.0 1.6 2.4 5.1 6.1

6.3 7.2 7.6 6.0 10.3 5.2 7.1 9.6 4.8 5.9 1.1 0.9 1.3 2.8 5.8 4.0

8.3 0.9 1.3 2.2 2.5 2.8

8.2 1.0 0.9 1.1 1.2 1.2

7.3 0.8 0.7 1.1 1.5 1.6

2.3 0.7 0.7 1.4 2.4 2.8

7.9 0.9 0.9 2.2 4.2 4.5

10.6 1.4 1.8 4.0 7.2 6.3

9.1 2.1 1.6 1.9 5.7 3.1 3.5 5.2 9.7 9.1 5.8

3.4 2.3 2.2 3.2 5.0 5.7 5.3 5.3 6.7 8.5 5.9

3.0 2.2 2.3 3.9 4.5 4.4 5.3 4.4 4.1 3.8 2.6

0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0

0.0 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.6 0.1 0.6 0.5 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0

0.1 0.7 1.2 1.0 1.0 0.8 0.7 0.9 1.5 2.3 1.8 1.1 0.8 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0

0.1 1.5 4.5 3.8 2.6 1.3 1.3 1.7 2.9 4.4 3.6 2.1 1.6 1.0 0.7 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0

0.1 0.6 0.4 0.3 0.2 0.1 0.1 0.1

0.1 0.1 0.5 0.3 0.2 0.1 0.1

0.2 0.7 0.5 0.2 0.1 0.1

0.1 1.8 0.7 0.3 0.2 0.1

0.1 1.5 0.8 0.4 0.2 0.1

0.2 2.0 0.9 0.5 0.2 0.1

0.2 0.8 0.7 0.4 0.2

0.3 0.6 1.9 0.8 0.3

0.2 1.0 3.2 1.4 0.4

0.1 1.7 3.8 3.4 3.2 2.3 4.6 2.4 0.6

0.1 0.6 1.0 1.2 2.3 4.3 4.8 2.5 0.6

0.1 0.2 0.4 0.7 2.0 5.8 3.1 1.4 0.4

0.1 0.1 0.2 0.5 1.9 4.4 5.5 18.4 2.0 0.8 0.2

0.0 0.1 0.1 0.2 0.3 0.4 1.5 14.3 0.8 0.3 0.1

0.0 0.0 0.0 0.1 0.1 0.3 1.2 15.4 0.9 0.2 0.1

0.0 0.0 0.0 0.1 0.1 0.2 0.9 3.1 1.1 0.2 0.1

0.0 0.0 0.0 0.0 0.1 0.2 1.0 13.2 1.5 0.4 0.2

0.0 0.0 0.0 0.0 0.1 0.2 1.0 13.0 2.2 2.4 1.4

0.0 0.0 0.0 0.0 0.1 0.1 0.4 6.2 11.2 8.5 14.5 5.2 2.3

0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.8 4.6 0.5 3.4 1.9

0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 5.1 0.6 1.5 1.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 4.6 0.1 0.2 1.6 1.2 1.2 1.1 0.8 1.5 1.8 1.8 1.5 1.0 0.5 0.4

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.4 1.3 1.2 0.9 0.4 0.3 0.3 0.4 0.4 0.5 0.5 0.4 0.3 0.2 0.1

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0

NOTE:

- POLE MOUNTED FIXTURES ARE MOUNTED ON A15FT POLE ATOP A FLUSH AT GRADE CONCRETE BASE.


R

OA

DO

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M

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TIN

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USE

S

CO

1340 Kemper Meadow Dr. Cincinnati, OH 45240 513-574-9500www.redleonard.com

rlaPERSONS USING THIS PROGRAM ARE ADVISEDTHAT THIS PROGRAM MAY CONTAIN ERRORSWHICH RED LEONARD ASSOCIATES, INC. OR ITSSOFTWARE PROVIDER HAVE NOT OBSERVED. INADDITION, THE USE OF THIS PROGRAM TO AID INLAYOUT OF LIGHTING AND ESTIMATING MATERIALQUANTITIES IS NOT INTENDED TO REMOVE THERESPONSIBILITY OF THE USER TO VERIFY THECOMPLETENESS OF ANY BILL OF MATERIAL ANDTHAT THE LAYOUT OR USE OF LUMINAIRES IS INFULL ACCORDANCE WITH ALL LOCAL, STATE, ORFEDERAL STATUTES, REGULATIONS OR OTHERREQUIREMENTS, OR THE REQUIREMENTS OF ANYINSURANCE GROUP, ORGANIZATION OR CARRIERREGARDING LUMINAIRES AND THEIR APPLICATION.

FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALL PRODUCT,SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVEOWNERS. PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY.THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES, INC.ANY USE OF THESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYMEJ. LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED.

ILLUMINATION RESULTS SHOWN ON THIS LIGHTING APPLICATION ARE BASEDON PROJECT PARAMETERS PROVIDED BY THE MANUFACTURER LISTED, USEDIN CONJUNCTION WITH LUMINAIRE TEST PROCEDURES CONDUCTED UNDERLABORATORY CONDITIONS. ACTUAL PROJECT CONDITIONS DIFFERING FROMTHESE PARAMETERS MAY AFFECT FIELD RESULTS. THE CUSTOMER ISRESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY APPLICABLEELECTRICAL, LIGHTING, OR ENERGY CODE.

SCALE:

D 8/15/19

TASLAYOUT BY:

DWG SIZE: DATE:

PROJECT NAME:

DRAWING NUMBER:

RL-6303-S1

REV. BY DATE DESCRIPTION.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

CUMBERLAND FARMSEAST FALMOUTH, MA

1" = 20'

CFG 10.0RL-6303-S1

OF 5For informational and illustration purposes only. All product, service and corporate names are the property of their respective owners. Product specifications and quantities may vary.These documents are the property of Red Leonard Associates, inc. Any use of these documents without the written consent of Jayme J. Leonard of Red Leonard Associates, Inc. is strictly prohibited.

RL-6303-S1

DLC REBATES

CREE WARRANTY INFO

ADDITIONAL PRODUCTS

AREA CANOPY WALL MOUNTED SOFFIT

ARE-EDG-3M-DA-06-E-UL-WH-700-57K-DIM

ARE-EDG-3MB-DA-06-E-ULWH-700-57K-DIM

ARE-EDG-4M-DA-06-E-UL-WH-700-57K-DIM

ARE-EDG-4MB-DA-06-E-UL-WH-700-57K-DIM

1

1

1

4

1

FCC618W-120V-35K-15L-WH-D-60-D-60 KR6-30L-40K-120V-10V + KR6T-SSGCG-WF + KR6TACAN-228-SL-RM-09-E-UL-WH-700-57K-DIM (4.2 V)

QTY: QTY: QTY:QTY:

4 2016A

A3

B

B3

A5

W1 SC3

LABEL: LABEL: LABEL:LABEL:SYMBOL: SYMBOL: SYMBOL:SYMBOL:

T (800) 236-6800 F (262) 504-5415US: lighting.cree.com T (800) 473-1234 F (800) 890-7507Canada: www.cree.com/canada

Product Specifications

CONSTRUCTION & MATERIALS• Slim, low profile, minimizing wind load requirements

• Luminaire sides are rugged die cast aluminum with integral, weathertight LED driver compartment and high performance heat sinks

• DA and DL mount utilizes convenient interlocking mounting method. Mounting is rugged die cast aluminum, mounts to 3-6" (76-152mm) square or round pole and secures to pole with 5/16-18 UNC bolts spaced on 2" (51mm) centers

• AA and SA mounts are rugged die cast aluminum and mount to 2" (51mm) IP, 2.375" (60mm) O.D. tenons

• Includes leaf/debris guard

• Exclusive Colorfast DeltaGuard® finish features an E-Coat epoxy primer with an ultra-durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Black, bronze, silver, and white are available

• Weight: See Dimensions and Weight Charts on pages 1 and 22

ELECTRICAL SYSTEM• Input Voltage: 120-277V or 347-480V, 50/60Hz, Class 1 drivers

• Power Factor: > 0.9 at full load

• Total Harmonic Distortion: < 20% at full load

• DA and DL mounts designed with integral weathertight electrical box with terminal strips (12Ga–20Ga) for easy power hookup

• Integral 10kV surge suppression protection standard

• When code dictates fusing, a slow blow fuse or type C/D breaker should be used to address inrush current

• Maximium 10V Source Current: 20 LED (350mA): 10mA; 20 LED (525 & 700mA) and 40-80 LED: 0.15mA; 100-160 LED: 0.30mA

REGULATORY & VOLUNTARY QUALIFICATIONS• cULus Listed

• Suitable for wet locations

• Enclosure rated IP66 per IEC 60529 when ordered without P or R options

• Consult factory for CE Certified products

• Certified to ANSI C136.31-2001, 3G bridge and overpass vibration standards when ordered with AA, DA and DL mounts

• 10kV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2

• Meets FCC Part 15, Subpart B, Class A standards for conducted and radiated emissions

• Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117

• DLC qualified with select SKUs. Refer to https://www.designlights.org/search/ for most current information

• Meets Buy American requirements within ARRA• CA RESIDENTS WARNING: Cancer and Reproductive Harm –

www.p65warnings.ca.gov

Cree Edge™ LED Area/Flood Luminaire

Electrical Data*

LED Count (x10)

System Watts120-480V

Total Current (A)

120V 208V 240V 277V 347V 480V

350mA

02 25 0.21 0.13 0.11 0.10 0.08 0.07

04 46 0.36 0.23 0.21 0.20 0.15 0.12

06 66 0.52 0.31 0.28 0.26 0.20 0.15

08 90 0.75 0.44 0.38 0.34 0.26 0.20

10 110 0.92 0.53 0.47 0.41 0.32 0.24

12 130 1.10 0.63 0.55 0.48 0.38 0.28

14 158 1.32 0.77 0.68 0.62 0.47 0.35

16 179 1.49 0.87 0.77 0.68 0.53 0.39

525mA

02 37 0.30 0.19 0.17 0.16 0.12 0.10

04 70 0.58 0.34 0.31 0.28 0.21 0.16

06 101 0.84 0.49 0.43 0.38 0.30 0.22

08 133 1.13 0.66 0.58 0.51 0.39 0.28

10 171 1.43 0.83 0.74 0.66 0.50 0.38

12 202 1.69 0.98 0.86 0.77 0.59 0.44

14 232 1.94 1.12 0.98 0.87 0.68 0.50

16 263 2.21 1.27 1.11 0.97 0.77 0.56

700mA

02 50 0.41 0.25 0.22 0.20 0.15 0.12

04 93 0.78 0.46 0.40 0.36 0.27 0.20

06 134 1.14 0.65 0.57 0.50 0.39 0.29

* Electrical data at 25˚C (77˚F). Actual wattage may differ by +/- 10% when operating between 120-480V +/- 10%

Cree Edge™ Series Ambient Adjusted Lumen Maintenance1

Ambient InitialLMF

25K hrProjected2

LMF

50K hrProjected2

LMF

75K hrCalculated3

LMF

100K hrCalculated3

LMF

5˚C (41˚F) 1.04 1.01 0.99 0.98 0.96

10˚C (50˚F) 1.03 1.00 0.98 0.97 0.95

15˚C (59˚F) 1.02 0.99 0.97 0.96 0.94

20˚C (68˚F) 1.01 0.98 0.96 0.95 0.93

25˚C (77˚F) 1.00 0.97 0.95 0.94 0.92

1 Lumen maintenance values at 25˚C are calculated per TM-21 based on LM-80 data and in-situ luminaire testing. Luminaire ambient temperature factors (LATF) have been applied to all lumen maintenance factors2 In accordance with IESNA TM-21-11, Projected Values represent interpolated value based on time durations that are within six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip)3 In accordance with IESNA TM-21-11, Calculated Values represent time durations that exceed six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip)

T (800) 236-6800 F (262) 504-5415US: lighting.cree.com

† See http://lighting.cree.com/warranty for warranty terms

T (800) 473-1234 F (800) 890-7507Canada: www.cree.com/canada

Rev. Date: V7 R1 10/02/2018

Cree Edge™ SeriesLED Area/Flood Luminaire

Ordering InformationExample: ARE-EDG-2M-AA-12-E-UL-SV-350

E

Product Optic Mounting*LED Count (x10)

Series VoltageColor Options

Drive Current

Options

ARE-EDG

2MType II Medium2MBType II Medium w/BLS2MPType II Medium w/Partial BLS3MType III Medium

3MBType III Mediumw/BLS3MPType III Medium w/Partial BLS4MType IV Medium4MBType IV Medium w/BLS

4MPType IV Medium w/Partial BLS5MType V Medium5SType V Short

AAAdjustable ArmDADirect ArmDLDirect Long Arm

0204060810121416

E ULUniversal120-277VUHUniversal347-480V

BKBlackBZBronzeSVSilverWHWhite

350350mA 525525mA700700mA- Available with 20- 60 LEDs

DIM 0-10V Dimming - Control by others - Refer to Dimming spec sheet for details

- Can't exceed specified drive current

F Fuse - Refer to ML spec sheet for availability with ML options

- Available with UL voltage only - Available for U.S. applications only

- When code dictates fusing, use time delay fuse

HL Hi/Low (Dual Circuit Input) - Refer to HL spec sheet for details

- Sensor not includedML Multi-Level

- Refer to ML spec sheet for details

- Intended for downlight applications at 0˚ tilt

P Photocell - Refer to ML spec sheet for availability with ML options

- Available with UL voltage only

PML Programmable Multi-Level, 20-40' Mounting Height

- Refer to PML spec sheet for details


PML2 Programmable Multi-Level, 10-30' Mounting Height

- Refer to PML spec sheet for details


R NEMA® Photocell Receptacle - Intended for downlight applications with maximum 45˚ tilt

- Photocell by others - Refer to ML spec sheet for availability with ML options

40K 4000K Color Temperature - Minimum 70 CRI - Color temperature per luminaire

Product DescriptionThe Cree Edge™ Series has a slim, low profile design. Its rugged cast aluminum housing minimizes wind load requirements and features an integral, weathertight LED driver compartment and high performance aluminum heat sinks. Various mounting choices: Adjustable Arm, Direct Arm, Direct Arm Long, or Side Arm (details on page 2). Includes a leaf/debris guard. Applications: Parking lots, walkways, campuses, car dealerships, office complexes, and internal roadways

Accessories

Field-Installed

Bird SpikesXA-BRDSPKHand-Held RemoteXA-SENSREM- For successful implementation of the programmable multi-level option, a minimum of one hand-held remote is required

Backlight Control ShieldsXA-20BLS-4- Four-pack- Unpainted stainless steel

Patented NanoOptic® Product Technology

Assembled in the U.S.A. of U.S. and imported parts

CRI: Minimum 70 CRI

CCT: 4000K (+/- 300K), 5700K (+/- 500K) standard

Limited Warranty†: 10 years on luminaire/10 years on Colorfast DeltaGuard® finish

Performance Summary

FLD-EDG

2525˚ Flood4040˚ Flood

7070˚ FloodSNSign

N6NEMA® 6

AAAdjustable ArmSASide Arm- Available with 20-60 LEDs

“A”3.9"(99mm)

27.1"(688mm)

2.1" (53mm)

18.1"(460mm) NEMA® Photocell

Receptacle location (ordered as an option)

9.0"(229mm)

Convenient, Interlocking Mounting Method

LED Count (x10)

Dim. "A" Weight

02 12.1" (306mm) 21 lbs. (10kg)

04 12.1" (306mm) 24 lbs. (11kg)

06 14.1" (357mm) 27 lbs. (12kg)

08 16.1" (408mm) 28 lbs. (13kg)

10 18.1" (459mm) 32 lbs. (15kg)

12 20.1" (510mm) 34 lbs. (15kg)

14 22.1" (560mm) 37 lbs. (17kg)

16 24.1" (611mm) 41 lbs. (19kg)

DA Mount

* Reference EPA and pole configuration suitability data beginning on page 19

AA/DL/SA Mount - see page 22 for weight & dimensions


Product Specifications

CONSTRUCTION & MATERIALS• Slim, low profile, easy mounting from below or above the deck

• Luminaire sides are rugged cast aluminum with high performance extruded aluminum heat sink specifically designed for LED

• Luminaire mounts directly to the canopy deck and is secured in place with compression molded trim frame

• Luminaire is provided with factory applied foam gasket and provides for a weathertight seal between luminaire housing and canopy deck

• Suitable for single or double skin canopies with 12" (305mm) or 16" (406mm) wide panels. Designed for canopies of 16-22 gauge (maximum 0.065" [1.65mm] thickness)

• Weathertight driver compartment is constructed of anodized extruded aluminum for exceptional corrosion resistance and thermal performance

• Integral weathertight junction box with 4.5" (114mm) IP threaded connection points. Rated for feed through 8 (4 in, 4 out) #12 AWG conductors

• Below ceiling serviceable driver tray for ease of upgrade or replacement

• Field adjustable drive current. Can't exceed drive current specified in part number. Exception is 90 LEDs at 350mA which can be adjusted to 525mA

• Exclusive Colorfast DeltaGuard® finish features an E-Coat epoxy primer with an ultra-durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Black, bronze, silver, and white are available

• Weight: See Dimensions and Weight chart on page 1

ELECTRICAL SYSTEM• Input Voltage: 120-277V or 347-480V, 50/60Hz, Class 1 drivers

• Power Factor : > 0.9 at full load


• Maximum 10V Source Current: 30-60 LED: 0.15mA; 90 LED: 0.30mA

• Integral 10kV surge suppression protection standard

• To address inrush current, slow blow fuse or type C/D breaker should be used


• Suitable for wet locations

• Meets FCC Part 15 Class A standards for conducted and radiated emissions

• 10kV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2

• Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117

• Meets Buy American requirements within ARRA

• DLC qualified when ordered with PS or SL optics with 60 LEDs and 525 or 700mA drive current. Please refer to www.designlights.org/QPL for most current information

228 Series™ LED Recessed Canopy Luminaire

1 Lumen maintenance values at 25˚C are calculated per TM-21 based on LM-80 data and in-situ luminaire testing2 In accordance with IESNA TM-21-11, Projected Values represent interpolated value based on time durations that are within six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip)

3 In accordance with IESNA TM-21-11, Calculated Values represent time durations that exceed six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip)

Electrical Data*

LED Count (x10)

System Watts120-480V

Total Current

120V 208V 240V 277V 347V 480V

350mA

09 99 0.83 0.48 0.42 0.38 0.29 0.22

525mA

03 54 0.45 0.28 0.25 0.23 0.16 0.12

06 99 0.83 0.48 0.42 0.38 0.29 0.22

09 155 1.32 0.76 0.68 0.61 0.45 0.34

700mA

03 70 0.58 0.35 0.31 0.28 0.21 0.16

06 132 1.11 0.66 0.57 0.50 0.39 0.28

09 201 1.64 0.96 0.84 0.75 0.59 0.44

900mA

06 180 1.53 0.91 0.79 0.70 N/A N/A

* Electrical data at 25˚C (77˚F)

Recommended 228 Series™ Lumen Maintenance Factors (LMF)1

Ambient InitialLMF

25K hrProjected2 LMF

50K hrProjected2 LMF

75K hrCalculated3 LMF

100K hrCalculated3 LMF

5˚C (41˚F) 1.04 0.99 0.97 0.95 0.93

10˚C (50˚F) 1.03 0.98 0.96 0.94 0.92

15˚C (59˚F) 1.02 0.97 0.95 0.93 0.91

20˚C (68˚F) 1.01 0.96 0.94 0.92 0.90

25˚C (77˚F) 1.00 0.95 0.93 0.91 0.89

T (800) 236-6800 F (262) 504-5415US: lighting.cree.com/lighting T (800) 473-1234 F (800) 890-7507Canada: www.cree.com/canada

Rev. Date: V3 02/13/2018

228 Series™LED Recessed Canopy Luminaire

Ordering InformationExample: CAN-228-SL-RM-03-E-UL-WH-525

CAN-228 E

Product Optic Mounting LED Count (x10) Series VoltageColor Options

Drive Current Options

CAN-228 5MType V MediumSLSparkle PetroleumPSPetroleum Symmetric

RMRecessed

03- Available with SL optic only0609

E ULUniversal120-277VUHUniversal347-480V

BKBlackBZBronzeSVSilver WHWhite

350350mA- Available with 90 LEDs only525525mA700*

700mA900*

900mA- Available with UL voltage only- Available with 60 LEDs only

DIM 0-10V Dimming - Control by others - Refer to Dimming spec sheet for details - Can't exceed specified drive current

ML Multi-Level - Refer to ML spec sheet for details

PML Programmable Multi-Level - Refer to PML spec sheet for details

40K 4000K Color Temperature - Color temperature per luminaire - Minimum 70 CRI

* 60 LED luminaires with 900mA drive current and 90 LED luminaires with 700mA require marked spacing: 48" x 24" x 6" (1,219mm x 610mm x 152mm); 48" (1,219mm) center-to-center of adjacent luminaires, 24" (610mm) luminaire center to side building member, 6" (152mm) top of luminaire to overhead building member

Product DescriptionSlim, low profile, easy mounting from below or above the deck. Luminaire sides are rugged cast aluminum with high performance extruded aluminum heat sinks specifically designed for LED. Luminaire mounts directly to the canopy deck and is secured in place with compression molded trim frame. Luminaire housing is provided with factory applied foam gasket and provides for a weathertight seal between luminaire housing and canopy deck. Suitable for use in single or double skin canopies with 12" (305mm) or 16" (406mm) wide panels. Designed for canopies of 16-22 gauge (maximum 0.065" [1.65mm] thickness). Applications: Petroleum stations, convenience stores, drive-thru banks and restaurants, retail and grocery

Accessories

Field-Installed

Upgrade Plate Kit12.0" x 21.0" (305mm x 533mm) steel face plate used when replacing recessed HID luminaires in existing open canopies- Includes mounting channels and hardwareXA-CT30F021W – 30 LEDXA-CT60F021W – 60 LEDXA-CT90F021W – 90 LED- For use with canopies that are greater than 2.5" (64mm) in height XA-CT30F021WS – 30 LEDXA-CT60F021WS – 60 LEDXA-CT90F021WS – 90 LED- For use with shallow canopies that are less than 2.5" (64mm) in heightUpgrade Plate Kit – MetalMetal plate used when replacing surface mounted HID luminaires. Painted Colorfast DeltaGuard® white. Must be field cut to match luminaire

XA-CTP26X24WT- 26" x 24" (660mm x 610mm) steel plate spans two 12"

(305mm) deck panelsXA-CTP26X32WT- 26" x 32" (660mm x 813mm) steel plate spans two 16"

(406mm) deck panels

Upgrade Plate Kit – Plastic24.3" x 26.0" (617mm x 660mm) plastic canopy trim plates with and without backer plates. For use when replacing existing surface mounted or recessed HID luminaires XA-CT30B047W – 30 LEDXA-CT60B047W – 60 LEDXA-CT90B047W – 90 LED- Kits without backer plates for use with canopies that have a maximum of 7" (178mm) diameter cut hole

XA-CT30C241W – 30 LEDXA-CT60C241W – 60 LEDXA-CT90C241W – 90 LED- Kits with backer plates for use with 12" (305mm) or 16" (406mm) canopies that have a maximum of 10" (254mm) diameter or 10" x 10" (254mm x 254mm) cut holeXA-CT30C642W – 30 LEDXA-CT60C642W – 60 LEDXA-CT90C642W – 90 LED- Kits with backer plates for use with 16" (406mm) canopies that have a maximum of 12" (305mm) diameter or 12" x 12" (305mm x 305mm) cut holeHand-Held RemoteXA-SENSREM- For successful implementation of the programmable multi-level option, a minimum of one hand-held remote is required

Patented NanoOptic® Product Technology

Made in the U.S.A. of U.S. and imported parts

CRI: Minimum 70 CRI

CCT : 4000K (+/- 300K), 5700K (+/- 500K) standard

Limited Warranty†: 10 years on luminaire/10 years on Colorfast DeltaGuard® finish

Performance Summary

Sealed ExtrudedAluminum Driver Compartment

Multi-Level Sensor location (ordered as an option)

2.7"(68mm)

0.4"(10mm)

15.2"(386mm)

“B”5.4"

(138mm)

Sealed Die CastJunction Box

“A”

LED Count (x10)

Drive Current Dim. “A” Dim. “B” Weight

03 525/700mA 13.1" (333mm)

12.5" (317mm)

18.7 lbs. (8.5kg)

06 525/700mA 17.8" (451mm)

17.2" (437mm)

23.9 lbs. (10.8kg)

06 900mA 17.8" (451mm)

17.2" (437mm)

24.5 lbs. (11.1kg)

09 350mA 22.5" (572mm)

21.9" (557mm)

32.0 lbs. (14.5kg)

09 525/700mA 22.5" (572mm)

21.9" (557mm)

31.9 lbs. (14.5kg)


* Terms & Conditions for our Go Green Speed, quick ship program are located on our website: fclighting.com

Date: Approved:

Type:

Fixture:

Project:

FC Lighting, Inc. reserves the right to change, without notice, lab test details or specifications in product design. Product use certifies agreement to FC Lighting’s terms and conditions.

© 2015 FC Lighting, Inc. 3609 Swenson Ave., St. Charles, IL 60174 p. 800-900-1730 f. 630-889-8106 www.fclighting.com MT Rev. 615

25 pcs or Less / ships in 2 weeks * EXAMPLE: FCC618W-120V-4K-1000-BK

SERIES VOLTAGE SOURCE/TEMPERATURE/LAMP FINISH LED OPTICS ACCESSORIES

FCC618W 120V PL 2/13Q 2/18T 2/26T BK Black UP DOWN D Dimming (0–10v)

277V INC 2/75W PAR30 BZ Bronze USP Spot DSP Spot LD LED Dimming (0–10v)

347Vr HID 2/20W MH G12 SL SIlver UNFL Narrow Flood DNFL Narrow Flood EMR Emergency Backup, Remote (PL & LED)

2/39W MH G12 WH White UFL Flood DFL Flood

LED 3K 1000 Lumens (12W) ** CC Custom Color UWFL Wide Flood DWFL Wide Flood

rcontact factory 4K 1200 Lumens (15W) ** UNO None DNO None

** Each direction. 35K 1500 Lumens (20W) **

SPECIFICATION

MOUNTING

• Mounts directly to standard recessed junction box. Additional mounting holes allow unit to be attached directly to mounting surface.

CONSTRUCTION

• Marine grade, corrosion resistant, heavy walled, high pressure die-cast aluminum with die-cast back mounting plate.• Lens is 1/4” thick clear, tempered glass. Precision formed semi-specular aluminum for maximum reflectance.• Continuous silicone gasket to seal out contaminants. Hidden fasteners allow for cover removal to facilitate installation and service.

LED

• Lumens stated are the minimum delivered out of the luminaire. LED lifetime is greater than or equal to 70,000 hours with the lumen depreciation greater than L70. All of our luminaires are LM-80 tested and are ≥ CRI80, with a 4-step MacAdam Ellipse color consistency. Integral power supply standard. Input voltage 120V or 277V standard. Consult factory for non-white static LED color options; Red, Green, Blue or Amber.

FINISH

• Six stage chemical pre-treatment process that includes iron phosphate, to prepare the substrate for a UV stable, super durable standard polyester powder coat.

• Optional e-coat process is added to the standard finish including zinc phosphate for a 5 year limited warranty.

ELECTRICAL

• Socket PL: Four pin plug-in type compact fluorescent lamp holder (lamp by others). INC (120V only): Medium base porcelain socket. HID: G12 base porcelain socket.

• Ballast PL: Fluorescent electronic, UL listed ballast standard. HID: Electronic ballast standard. Ballast has a manufacturer issued 5 year warranty. 120V and 277V are standard. Please consult factory for other voltage options.

LISTING

• UL & cUL/ETL, U.S. and CA listed for wet location in up or down position. IP65 Rating.

FCC618W6” Round Up/Down Wall Mounted Die-Cast Aluminum Cylinder.

ORDERING


Emergency Backup

Rev. Date: V13 02/13/2018

12.6" (320mm)

11.9" (302mm)

7.4"* (187mm)

7.0" (178mm)

19.7" (499mm)

18.4" (467mm)

7.4"* (187mm)

7.0" (178mm)

Product DescriptionThe KR6™ LED specification downlight features Cree TrueWhite® Technology and delivers beautiful, high-quality light with efficacy up to 76 lumens per watt. Designed for new construction applications, the KR Series is available in a variety of color temperatures, round and square trims with high-quality anodized aluminum reflector finishes, a sloped ceiling adaptor accessory, and a variety of dimming options including Cree Sunset Dimming Technology which provides rich, warm light that transitions from 2700K to 1800K as naturally as an incandescent source.

Performance SummaryUtilizes Cree TrueWhite® Technology

Initial Delivered Lumens : 700-5,300 lumens; Delivered lumen output is typical when using a SSGC type reflector

Input Power : 13-87 watts

Emergency Performance : Up to 1,210 Lumens; 10W; Minimum 90 Minutes

CRI: 90

CCT : 2700K, 3000K, 3500K, 4000K, 5000K

Controls: Triac, 0/1-10V; See control availability chart on page 3

Limited Warranty†: 10 years on KR6™ luminaire

Limited Warranty Emergency Back Up (EB) Battery: 1 Year Battery Back Up. Test regularly in accordance with local codes


Housing (Reflector must be ordered separately)

KR6

Series Size Reflector Initial Delivered Lumens Optic CCT Voltage Controls Options

KR 66 inch

BlankRound

9L13W, 700 Lumens – 54 LPW13L18W, 1,100 Lumens – 61 LPW20L30W, 1,700 Lumens – 57 LPW30L39W, 2,550 Lumens – 65 LPW40L44W, 3,350 Lumens – 76 LPW60L87W, 5,300 Lumens – 61 LPW- Available on 120V and 277V only

Blank70˚ Beam Angle

27K- 2700K - 9L thru 40L only30K3000K35K3500K40K4000K50K5000K- Available on 40L and 60L only

120V120 Volts277V277 Volts347V347 Volts

Blank - For standard control offering refer to control availability chart on page 3

10V 0/1-10V Dimming - Refer to control availability chart on page 3

WD Sunset Dim - 9L and 13L @ 27K with Triac Dimming only

EB7 Emergency Backup - Minimum 90 minutes - 120V, 277V only - Minimum operating temperature: 0˚C (32˚F)

KR SeriesKR6™ LED Specification Downlight – Round 6"

Ordering InformationFully assembled luminaire is composed of two components that must be ordered separately:Example: Housing: KR6-20L-35K-120V-10V + Reflector: KR6T-SSGC-FF

Reflector (Housing must be ordered separately)

KR6T

Series Reflector Finish Flange Finish Options

KR6T Standard Trim- Reflector attaches to housing with pan head fasteners and keyhole slots

SSGC Soft Satin Glow, Clear

FF Matches ReflectorWF White Paint

WW Wall Wash

Accessories

Field-Installed

Sloped Ceiling AdaptorKRKS6**WW** 0-35 (order in 5 degree increments)

C-Channel Hanger BarsRBH30C- Pair of 30" (762mm) rigid 3/4" x 1/2" (19mm x 13mm) C-Channel barsRBH24C-1- Pair of 24" (610mm) x 1-1/2" (38mm) x 1/2" (13mm) standard C-Channel bars

T-Bar ClipsRARC7- Set of four- For use with RBH24C-1 hanger barsTrim RingKR6TA- White beauty ring to cover pan head fasteners on KR6T reflector

* Add 1.5" (38mm) for 60L Initial Delivered Lumens

PHOTOMETRY

DIMENSIONS

PHOTOMETRY

DIMENSIONS

FCC618W 4000K

1500 Lumens Narrow Flood Distribution

1500 Lumens Spot Distribution 1500 Lumens Flood Distribution

FCC618W 4000K

FC Lighting, Inc. reserves the right to change, without notice, details or specifications in product design. Product use certifies agreement to FC Lighting’s terms and conditions.

© 2015 FC Lighting, Inc. 3609 Swenson Ave., St. Charles, IL 60174 p. 800-900-1730 f. 630-889-8106 www.fclighting.com MT Rev. 615

17.44 in

2.03 in

6.31 in

6.31 in

FCC618W

5.52 in

3.55 in

1000 Lumens Spot Distribution

1000 Lumens Narrow Flood Distribution

1000 Lumens Flood Distribution


Product SpecificationsCREE TRUEWHITE® TECHNOLOGYA revolutionary way to generate high-quality white light, Cree TrueWhite® Technology is a patented approach that delivers an exclusive combination of 90+ CRI, beautiful light characteristics, and lifelong color consistency, all while maintaining high luminous efficacy – a true no compromise solution.

CONSTRUCTION & MATERIAL• Low brightness parabolic spun Alzak aluminum cone, 0.06" (2mm) thick

with polished radius and continuous self-flange

• Soft Satin Glow Clear finish, standard

• 2" (51mm) aperture throat to accommodate all standard and up to 3" (76mm) thick ceilings and provide flexibility in mounting within grid

• Provided with quick mounting brackets for optional carrying channels

• Light engine, optics, and driver accessible from below ceiling

ELECTRICAL SYSTEM• Power Factor : > 0.9 for 120V and 277V


• Input Power : 120, 277V, or 347V, 50/60Hz

• Operating Temperature Range: -18˚C - +40˚C (0˚F - +104˚F); minimum operating temperature with EB7 option is 0°C (32°F)

• 10V Source Current: 9L & 13L: 0.15mA; 20L-40L: 2.2mA; 60L: 0.11mA

CONTROLS• For standard control offering refer to control availability chart on page 3

• For use with Class 2 dimming systems only. Reference http://lighting.cree.com/products/indoor/new-construction-downlights/kr-series for recommended dimming controls and wiring diagrams


• Suitable for thru-wiring 8#12AWG-90˚C

• Suitable for damp locations

• Designed for indoor use

• Thermally protected Type NON-IC in accordance with Article 410 of the NEC and UL 1598

• Meets FCC Part 15, Subpart B, Class A standards for conducted and radiated emissions

• EnergyStar® certified with the exception of 9L and 13L. Please refer to https:www.energystar.gov/productfinder/product/certified-light-fixtures/results for most current information

• RoHS compliant. Consult factory for additional details

KR Series Ambient Adjusted Lumen Maintenance1

AmbientInitial Delivered Lumens

InitialLMF

25K hrProjected2

LMF

50K hrProjected2

LMF

75K hrCalculated3

LMF

100K hrCalculated3

LMF

5˚C(41˚F)

9L and 13L 1.05 1.04 1.03 1.03 1.02

20L and 30L 1.03 0.99 0.94 0.90 0.86

40L and 60L 1.03 0.96 0.90 0.83 0.77

10˚C(50˚F)

9L and 13L 1.04 1.03 1.03 1.02 1.02

20L and 30L 1.02 0.97 0.93 0.89 0.85

40L and 60L 1.03 0.95 0.88 0.82 0.76

15˚C(59˚F)

9L and 13L 1.03 1.02 1.02 1.01 1.01

20L and 30L 1.01 0.96 0.91 0.88 0.84

40L and 60L 1.02 0.94 0.87 0.81 0.75

20˚C(68˚F)

9L and 13L 1.02 1.01 1.00 1.00 0.99

20L and 30L 1.01 0.95 0.90 0.87 0.83

40L and 60L 1.01 0.93 0.86 0.80 0.74

25˚C(77˚F)

9L and 13L 1.00 1.00 0.99 0.99 0.99

20L and 30L 1.00 0.94 0.89 0.86 0.82

40L and 60L 1.00 0.92 0.85 0.79 0.74

30˚C(86˚F)

9L and 13L 0.99 0.99 0.98 0.98 0.98

20L and 30L 0.97 0.93 0.88 0.85 0.81

40L and 60L 0.98 0.91 0.84 0.78 0.73

35˚C(95˚F)

9L and 13L 0.98 0.97 0.97 0.97 0.97

20L and 30L 0.96 0.92 0.87 0.84 0.80

40L and 60L 0.96 0.90 0.83 0.77 0.72

40˚C(104˚F)

9L and 13L 0.97 0.96 0.96 0.96 0.95

20L and 30L 0.95 0.90 0.86 0.83 0.79

40L and 60L 0.95 0.88 0.82 0.76 0.71

1 Lumen maintenance values at 25˚C (77˚F) are calculated per TM-21 based on LM-80 data and in-situ luminaire testing. Luminaire ambient temperature factors (LATF) have been applied to all lumen maintenance factors2 In accordance with IESNA TM-21-11, Projected Values represent interpolated value based on time durations that are within six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip)3 In accordance with IESNA TM-21-11, Calculated Values represent time durations that exceed six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip)

KR6™ LED Specification Downlight – Round 6"

Installation• Recommended ceiling cutout 6.5" (165mm)

Note: 30L and 40L versions require marked spacing: 24" (600mm) x 12" (300mm) x ½" (12mm). 24" (600mm) luminaire to luminaire, 12" (300mm) luminaire to side wall, ½" (12mm) above luminaire

60L versions require marked spacing: 48" (1219mm) x 24" (600mm) x 1" (25mm). 48" (1219mm) luminaire to luminaire, 24" (600mm) luminaire to side wall, 1" (25mm) above luminaire

Wall Wash

Based on KR6-30L-27K-120V W/KR6T-SSGC-FF-WW Luminaire

Down from Ceiling

2' from Wall 3' from Wall 4' from Wall

3' Centers 4' Centers 3' Centers 4' Centers 3' Centers 4' Centers

Center Line (FC)

Midpoint (FC)

Center Line (FC)

Midpoint (FC)

Center Line (FC)

Midpoint (FC)

Center Line (FC)

Midpoint (FC)

Center Line (FC)

Midpoint (FC)

Center Line (FC)

Midpoint (FC)

1' 20 20 25 11 10 10 10 7 6 6 5 5

2' 49 40 44 23 27 28 24 19 16 17 13 13

3' 49 44 43 28 29 31 24 22 23 24 18 19

4' 49 51 39 36 30 31 24 23 22 24 18 19

5' 42 44 29 36 34 35 28 27 22 23 18 18

6' 36 36 23 28 34 35 26 28 25 26 20 21

7' 29 30 19 23 31 32 25 26 27 28 22 23

8' 24 25 16 18 27 28 23 23 26 27 21 22

9' 20 22 13 16 24 25 20 20 24 25 20 20

10' 17 18 11 13 20 22 18 18 21 23 18 18

PRODUCTINFORMATION

PRODUCTINFORMATION

PRODUCTINFORMATION

CFG 10.1

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PROPOSEDCONVENIENCE STORE

4,384 S.F.

SHEET NUMBER:

SHEET TITLE:

PROJECT:

352 TURNPIKE ROAD

SOUTHBOROUGH, MA 01772

Phone: (508) 480-9900Fax: (508) 480-9080

www.BohlerEngineering.com

PERMIT PLAN

W.D. GOEBEL

NEW HAMPSHIRE LICENSE No. 10280

MASSACHUSETTS LICENSE No. 42644PROFESSIONAL ENGINEER

MAINE LICENSE No. 9490

RHODE ISLAND LICENSE No. 7268CONNECTICUT LICENSE No. 21854

NEW YORK LICENSE No. 071284-1

REVISIONS

REV DATE COMMENT BY

1

2

3

4

5

6

7

8

9

FOR

PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:

PYRO-CHEM, INC."THE ATTENDANT II"

GASOLINE FIRESUPPRESSION

SYSTEM

CFG11.0

FIRE SUPPRESSIONPLAN

CUMBERLANDFARMSNEW STORE

SPECIAL NOTE:

3'-0"3'-0"5'-0"

9"

4'-0"

9'-1"

10'-0" TO OUTSIDE GROOVE10'-0" TO OUTSIDE GROOVE

9'-0"

2'-6"

7'-0

" MIN

. - 1

5'-7

" MAX

.(C

ON

CR

ETE

MAT

TO

NO

ZZLE

S)

6" M

IN.

12" M

AX

NOTIFY ENGINEER IMMEDIATELYOF ANY CONFLICT

END VIEW-MAIN ISLANDAREA PROTECTION

END VIEW-END OF ISLANDPROTECTION

10

11

12

13

14

15

SPECIAL INSTALLATION NOTES:

LANE #1/2 1- - - -

TYPE

VEHICLE CAPACITY

WAITING TO BE FUELED

TOTAL NUMBER OF FUELING POSITIONS: (8) GASOLINE AND DIESEL

TOTAL NUMBER OF DISPENSING UNITS: (4) GASOLINE AND DIESEL

MISCELLANEOUS CHARTS

LANE #

FUELING

TOTALS

SELF SERVE

CCTV CAMERAS

FULL/SELF SERVE FULL SERVE

--

--

--

8

12

4

FULL SERVE SELF SERVE

* INCLUDES MAIN AND END OF ISLAND PROTECTION.

SITE SPECIFICSYSTEM COMPONENT TABLE *

(1) 10'-8" LONGSYSTEM (4) TOTALSYSTEMS

(96) TOTALNOZZLES

(24) PER SYSTEM

NUMBER OFNOZZLES REQ'D

NUMBER OFSYSTEMS REQ'D

NUMBER OFCYL. REQ'D

CYLINDERSIZE & QTY.

ATD-35BC= 0ATD-80BC= 4ATD-35BC= 0ATD-80BC= 16

(16) TOTALCYLINDERS

(4) PER SYSTEM

LANE #3/4 1- - - -

SCALE: NONE

SITE PLAN

CANOPY DRAIN

AVOID EXPOSED THREADS ABOVE CANOPYDECK WHERE POSSIBLE.

ALL PENETRATIONS THROUGH CANOPYDECK MUST BE WATER TIGHT (CRITICAL)

6"

10" TO 12"

TYPICAL HEAT DETECTOR LOCATION

ALL HEAT DETECTOR PENETRATIONS TO BE

AND TO BE OFFSET TO THE KIOSK SIDE OFDISPENSER AND WIRED IN PARALLEL

SEALED AROUND THE 1/2" CONDUIT

AND COVER

NOT TO SCALE

HEAT DETECTORW/LB TIGHTENEDTO MAX. OF20ft-lb TORQUE

1/2" THREADEDRMC COUPLING

1/2" COMPRESSIONFITTING

END OF ISLAND PROTECTION

5'-0"

9'-0"

4'-0"

SCALE: NONE SCALE: NONE

ENDEDGE

O = NOZZLE LOCATIONMAXIMUM NOZZLE HEIGHT = 15'-7"

+ = AIM POINT

8'-0"

10'-0"

2'-6"

9"3'-0"

DRY CHEMICAL CYLINDERS MOUNTED ONTOP OF CANOPY DECK TO STRUCTURALMEMBERS (CYLINDERS ARE NOT TO BESUPPORTED BY DECKING). SEE CHARTFOR CYLINDER QUANTITY & SIZES.

13'-0"9'-1"

4'-0"

6'-0"

7'-0"

3'-0"

1'

3'-8"

O = NOZZLE LOCATIONMAXIMUM NOZZLE HEIGHT = 15'-7"

+ = AIM POINT

DRY CHEMICAL CYLINDERS MOUNTED ONTOP OF CANOPY DECK TO STRUCTURALMEMBERS (CYLINDERS ARE NOT TO BESUPPORTED BY DECKING). SEE CHARTFOR CYLINDER QUANTITY & SIZES.

MAIN ISLAND AREA PROTECTION

NEMA "6"JUNCTION BOX

1/2" LIQUID TIGHTCONDUIT (FIELDDETERMINE LENGTHTO SUIT)

1/2" RMC COUPLING

1/2" NPT LIQUIDTIGHT ADAPTER

TYPICAL SECTION AT MAIN J-BOX

UNISTRUT CHANNEL TORUN ON TOP OF PURLIN

FOR CONDUIT SUPPORT.

HEADER BEAMTOP OF PURLIN

GROMMET SEAL BETWEEN HEATDETECTOR AND CANOPY DECK

HEAT DETECTORHEAT DETECTORINSTALLED W / LB

GROMMET SEAL BETWEENHEAT DETECTOR AND

CANOPY DECK

NEMA "6"JUNCTION BOX

1/2" RMC COUPLING

1/2" LIQUID TIGHT CONDUIT(FIELD DETERMINE LENGTH

TO SUIT)

1/2" NPT LIQUIDTIGHT ADAPTER

1" CONDUIT RUN TOREMAINING

EQUIPMENT

NOT TO SCALENOT TO SCALE

SECTION AT TYPICAL HEATDETECTOR LOCATION

NOTES:- ALL RIGID METAL CONDUIT THREADS TO BESEALED USING TEFLON PASTE FORWATERTIGHT INSTALLATION.- LONGER HEAT DETECTOR LEADS MAY BEREQUIRED TO FACILITATE INSTALLATION.- ALL ELECTRICAL CONNECTIONS FOR HEATDETECTORS TO BE RESIN PACKED.- ALL CABLES FOR FIRE SUPPRESSION HEATDETECTORS AND STROBE ALARM TO BESHIELDED. USE BELDEN TYPE 8719 CABLE.- ALL JUNCTION BOXES ARE TO BE MOUNTED AMINIMUM OF 12" ABOVE THE DECK PANS.- ALL CONDUITS, LIQUID TIGHT, J-BOXES,WIRING AND FINAL CONNECTIONS FOR THEHEAT DETECTORS SHALL BE SUPPLIED ANDINSTALLED BY THE GENERAL CONTRACTOR'SELECTRICIAN.- ALL HEAT DETECTORS, GROMMET SEALS, LB'SFOR THE HEAT DETECTORS SHALL BE SUPPLIEDAND INSTALLED BY THE FIRE SUPPRESSIONCONTRACTOR.

PLAN VIEW

CONTRACTOR TO VERIFY LOCATION OFPOSITIVE LIMITING BARRIER WITH

CUMBERLAND FARMS PRIOR TO INSTALLATION. NOT TO SCALE

15 POSITIVE LIMITING BARRIERSAWCUTS AND PATTERNS

POSITIVE LIMITINGBARRIER NOTE:

17"

}

1 1/2" WIDE x 3/4" DEEP, ON 4 3/4" CENTERS WITH CROSS INTERCONNECTING GROOVES,1. THE POSITIVE LIMITING BARRIER TO BE 5 CONTINUOUS "V" GROOVES

4. GROOVES MUST BE KEPT CLEAN OF DIRT AND DEBRIS.

NOTES:

EQUALLY SPACED ON MIN. 12" MAX. 48" CENTERS.TYPICAL APRON CORNER AND GROOVE SPACING DETAIL

24"

17" 12" min.48" max

12" min.48" max

12" m

in.

48" m

ax

TYPI

CAL

GR

OO

VE S

PAC

ING

12" M

IN. T

O 4

8" M

AX.

1 1/

2" W

IDE

FOR

3/4

" DEE

P G

RO

OVE

2. "V" GROOVES SHALL BE TROWELLED IN CONCRETE SLAB.

3. "V" GROOVES SHALL BE A CONSTANT WIDTH AND DEPTH FOR THE ENTIRE APRON.

V-GROOVE INNER SLAB SECTIONV-GROOVE EDGE OF SLAB SECTION

4 34" 4 34"

1'-7"

CO

VER

4 34"4 34"

X

2"

X X

3"

1 1/2" WIDE FOR 3/4" DEEP GROOVE

ASPHALTIC SEALANT

1 1/2" WIDE FOR 3/4" DEEP GROOVE

4 34" 4 34"

1'-7"

4 34"4 34"

2"

X X X

CO

VER

X X

THIS SECTION OF THECONCRETE APRON TOREMAIN LEVEL

LEGEND1. 225° HIGH TEMP. AUTOMATIC THERMOSTAT INSTALLED ON 15 FOOT MAXIMUM CENTERS INTERCONNECTED TO FIRESUPPRESSION SYSTEM, CENTER OF EACH ISLAND ABOVE DISPENSERS.2. CCTV CAMERA MOUNTED TO CANOPY COLUMN AT ISLAND WITH COLOR CCTV MONITOR(S) LOCATED NEAR CASH REGISTER ATTHE TRANSACTION AREA WITHIN THE BUILDING. COLOR CCTV MONITORS SHALL DISPLAY ALL CAMERA ANGLESSIMULTANEOUSLY ON THE SCREEN WITH A MINIMUM PICTURE FRAME OF 5 INCHES BY 6.5 INCHES PER CAMERA.3. INTERCOM SPEAKERS AT EACH DISPENSER WITH MASTER CONTROL LOCATED AT CENTRAL CONTROL AREA.4. OVERHEAD FIRE SUPPRESSION PIPING (SUPPLY).5. DRY CHEMICAL CYLINDERS AS REQUIRED BY MANUFACTURER OF SUPPRESSION SYSTEM WITH REFERENCE TO U/L APPROVEDINSTALLATION AND MAINTENANCE MANUAL.6. OVERHEAD FIRE SUPPRESSION PIPING (DISTRIBUTION).7. NOZZLE.8. NO SMOKING AND TURN OFF ENGINE SIGN.9. GASOLINE DISPENSER CONTROL CONSOLE EQUIPMENT WITH COMPLETE EQUIPMENT SHUTDOWN EMERGENCY MODE U/LAPPROVED.10. HAND OPERATED 40 BC HIGH FLOW FIRE EXTINGUISHER.11. CONTROL CENTER.12. FIRE SUPPRESSION STRIKE POINT - FOR END OF ISLAND NOZZLE AIM POINTS REFER TO THE UL LISTED PYRO-CHEM., INC. "THEATTENDANT II", TECHNICAL MANUAL.13. SUPPORT/COLUMN14. GASOLINE OR DIESEL DISPENSER U/L APPROVED WITH AUTOMATIC CREDIT CARD READING DEVICE.15. POSITIVE LIMITING BARRIER AROUND PERIMETER OF SELF SERVE GASOLINE DISPENSING AREA.16. SELF SERVE GASOLINE DISPENSING AREA.17. APPROPRIATE INSTRUCTIONS FOR USE AT EACH SELF SERVE DISPENSING NOZZLE.18. TRAFFIC FLOW ARROWS.19. SAFETY BARRICADE.20. LIGHTING WITHIN SELF SERVE DISPENSING AREA.21. CONCRETE MAT SURROUNDING THE DISPENSING AREA SHALL BE MADE AS LEVEL AS POSSIBLE.22. FACILITY.23. MANUAL RELEASE LOCATED IN CONTROL CENTER CONVENIENT TO ATTENDANT. REMOTE RELEASE ENGINEERED BYFACTORY, INSTALLED BY AUTHORIZED FIRE SUPPRESSION CONTRACTOR.

REV 1 - 09/12/2019

400 EAST FALMOUTH HIGHWAYTOWN OF EAST FALMOUTH

BARNSTABLE COUNTYMASSACHUSETTS

EAST FALMOUTH_fs0AS NOTED08/05/2019

LMDCFD

W041623

GENERAL REQUIREMENTS:

1. ALL DISPENSING AREAS SHALL BE EQUIPPED WITH A LISTED UL 1254 COMPLIANT PRE-ENGINEERED DRY CHEMICAL EXTINGUISHING SYSTEM,INCLUDING END OF ISLAND PROTECTION. THE SYSTEM SHALL BE DESIGNED AND INSTALLED TO PROTECT THE ENTIRE SPILL AND HAZARD AREA.

2. ALL FIRE SUPPRESSION SYSTEMS SHALL BE INSTALLED, AND MAINTAINED BY COMPANIES AND PERSONS HOLDING THE REQUIRED CERTIFICATESOF COMPETENCY AND REGISTRATION ISSUED BY THE MARSHAL.

3. ALL FIRE SUPPRESSION SYSTEMS SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PROVISIONS OF NFPA 17 (SEE CHAPTER 2 OF527 CMR 1.00 FOR THE CURRENT EDITION), AND THE MANUFACTURER'S INSTALLATION AND MAINTENANCE MANUAL.

4. CLOSED CIRCUIT TELEVISION (CCTV) COVERAGE IS REQUIRED ON ALL FUELING POSITIONS. CCTV MONITORS SHALL DISPLAY ALL CAMERAANGLES SIMULTANEOUSLY ON THE SCREEN WITH A MINIMUM PICTURE FRAME OF5 INCHES BY 6.5 INCHES PER CAMERA. CCTV SHALL BE DISPLAY IMAGES IN COLOR.

5. AN INTERCOM SYSTEM IS REQUIRED BETWEEN THE CONTROL CONSOLE AND DISPENSING ISLAND.6. THE CONTROL CONSOLE WILL BE LOCATED IN DIRECT LINE OF SIGHT AND WITHIN 200' OF THE MOST REMOTE DISPENSER. DISTANCES GREATER

THAT 200' MAYBE APPROVED AT THE SOLE DISCRETION OF THE MARSHAL.7. ON PARTIAL (SPLIT SERVICE) SELF-SERVE FACILITIES AN ADDITIONAL SWITCH, WHICH WILL DISCONNECT POWER TO THE SELF-SERVE ISLAND AND

ACTIVATE THE SUPPRESSION SYSTEM SHALL BE INSTALLED ON THE FULL SERVE ISLAND.8. THE CONCRETE PAD SURROUNDING THE DISPENSING ISLAND SHALL BE INSTALLED AS LEVEL AS POSSIBLE. THE POSITIVE LIMIT BARRIER SHALL

BE INSTALLED IN THIS PAD WITH THE OUTER GROOVE LOCATED NO FURTHER THAN THE PROTECTED HAZARD AREA AS DEFINED BY EACHSUPPRESSION SYSTEM DESIGN.

9. A MEANS TO INSTANTLY DISCONNECT THE POWER TO ALL DISPENSERS AND ACTIVATE THE SUPPRESSION SYSTEM SHALL BE CONSPICUOUSLYMARKED AND LOCATED AT THE CONTROL CONSOLE.

10. THE USE OF AUTOMATIC CREDIT READING DEVICES ARE PERMITTED PROVIDED THAT THEY ARE INDICATED ON THE PLANS AND COMPLY WITHTHE REQUIREMENTS OF 527 CMR 1.00 SECTION 42.7.4.5(1)(K).

11. 225ºF (MAXIMUM) ELECTRIC THERMOSTAT DETECTORS SHALL BE INSTALLED ON 15-FOOT (MAXIMUM) CENTERS IN A SINGLE LINE OVER THECENTER OF THE ISLAND, FOR ISLANDS UP TO 6 FEET WIDE. FOR WIDER ISLANDS TWO ROWS OF DETECTORS SHALL BE LOCATED ONE FOOT INFROM EACH CURB. IF A CANOPY IS PROVIDED, DETECTORS SHALL BE LOCATED ON THE UNDERSIDE (15 FOOT MAXIMUM HEIGHT) OF THE CANOPY.IF THERE IS NO CANOPY, THE DETECTOR(S) SHALL BE MOUNTED TO THE UNDERSIDE OF AN 18” BY 18” BY 2” HEAT COLLECTOR, WHICH SHALL BELOCATED NO HIGHER THAN THE NOZZLES.

12. FIRE EXTINGUISHERS SHALL BE A MINIMUM 40BC HIGH FLOW.

FIRE SUPPRESSION NOTES:1. FIRE SUPPRESSION SYSTEM AND ASSOCIATED COMPONENTS SHALL BE INSTALLED BY A LICENSED FIRE SUPPRESSION SYSTEMINSTALLER CERTIFIED FOR SUCH INSTALLATION BY THE SYSTEM MANUFACTURER.2. THE PROPOSED FIRE SUPPRESSION SYSTEM AND SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLECODES AND REGULATIONS. INSTALLATION OF THIS SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF THE SYSTEM MANUFACTURER,THE FALMOUTH FIRE DEPARTMENT, AND ALSO THE MASSACHUSETTS STATE FIRE MARSHAL'S OFFICE REQUIREMENTS.3. SYSTEM INSTALLER IS RESPONSIBLE FOR REVIEWING THIS PLAN FOR COMPLIANCE WITH THE REQUIREMENTS OF THE SYSTEMMANUFACTURER PRIOR TO INSTALLATION. IT IS THE INSTALLERS RESPONSIBILITY TO NOTIFY THE ENGINEER OF RECORD IMMEDIATELY OFANY CONFLICTS. FAILURE TO NOTIFY THE ENGINEER OF RECORD SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THECONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH ALL APPLICABLECODES AND REQUIREMENTS.4. THIS PLAN WAS PREPARED USING THE SYSTEM MANUFACTURERS GUIDELINES AND IS INTENDED FOR GENERAL LAYOUT PURPOSES ONLY.

CITY/TOWN:

DATE:

I ____________________________________ CHIEF OF DEPARTMENT OR HIS DESIGNEE, HAVE REVIEWED THE ATTACHED INFORMATION ANDHAVE ACKNOWLEDGMENT OF.

FOR FIRE MARSHAL USE:

1. THE SERVICE STATION IS UNDER THE CONTROL OF THE OWNER, OPERATOR, OR DULY AUTHORIZED EMPLOYEE WHO SHALL BE ON DUTY ATALL TIMES WHILE MOTOR FUEL IS BEING SOLD OR DISPENSED.2. THE MOTOR FUEL SHALL BE DISPENSED ONLY BY A COMPETENT LICENSED MOTOR VEHICLE OPERATOR OR BY THE SERVICE STATIONATTENDANT.3. APPROVED SIGNS BEARING THE WORDING "EXTINGUISH ALL SMOKING MATERIALS" AND "STOP ENGINE WHILE REFUELING" SHALL BECONSPICUOUSLY POSTED AT BOTH ENDS OF THE PUMP DISPENSING ISLAND VISIBLE TO APPROACHING VEHICLES. ALL APPROVED SIGNSREQUIRED SHALL CONSIST OF BLOCK LETTERS NOT LESS THAN TWO INCHES IN HEIGHT AND BE EITHER RED LETTERS ON AWHITE BACKGROUND OR WHITE LETTERS ON A RED BACKGROUND.4. THE CONTROLLING MECHANISM CONSOLE PROVIDING POWER TO THE PUMP MOTOR IS IN CONSTANT ATTENDANCE BY THE OWNER,OPERATOR OR DULY AUTHORIZED EMPLOYEE AT ALL TIMES WHILE MOTOR FUEL IS BEING DISPENSED AND IS PROPERLY PROTECTED AGAINSTPHYSICAL DAMAGE FROM MOTOR VEHICLES. CONSTANT ATTENDANCE SHALL MEAN THAT THE CONSOLE OPERATOR MUST BE AT THE CONSOLEDURING ITS OPERATION.5. THERE IS CONSTANT CONTACT BETWEEN THE CONTROLLING MECHANISM CONSOLE OPERATOR AND THE PUMP ISLAND BY MEANS OF ANINTERCOMMUNICATION SYSTEM WHICH SHALL BE MAINTAINED IN PROPER OPERATING CONDITION AT ALL TIMES WHILE MOTOR FUEL IS BEINGDISPENSED.6. A MEANS IS PROVIDED FOR THE CONTROLLING MECHANISM CONSOLE OPERATOR TO OBSERVE THE FILLING OPERATION AT EACH VEHICLE,AND THE DISPENSING OF MOTOR FUEL SHALL BE CONTINUOUSLY OBSERVED BY THE CONSOLE OPERATOR DURING THE TIME THAT ANY OF THEPUMPS HAVE BEEN ACTIVATED TO DISPENSE MOTOR FUEL.7. UNRELATED BUSINESS (VENDING AREAS, CONVENIENCE FOOD MARTS, AUTOMOTIVE REPAIR GARAGES, CAR WASHES, ETC.) SHALL BEOPERATED BY OTHERS.8. THE CONTROLLING MECHANISM CONSOLE INCLUDES A DISCONNECT SWITCH WHICH WILL INSTANTLY CUT OFF ALL PUMPING POWER TO ALLMOTOR FUEL PUMPS AT THE SERVICE STATION.9. THE CONTROLLING MECHANISM CONSOLE, SWITCHES AND RELATED EQUIPMENT ARE OF A DESIGN AND TYPE LISTED FOR USE WITH THEDISPENSING DEVICES.10. ANY PERSON, FIRM, OR CORPORATION CONSTRUCTING A SELF-SERVICE FACILITY OR MAKING CHANGES OR ALTERATIONS, IN THE METHODOF DISPENSING MOTOR FUEL, OR TO THE PRE-ENGINEERED FIXED FIRE EXTINGUISHING SYSTEM( S) OTHER THAN NORMAL MAINTENANCE, OR TOTHE SELF-SERVICE DISPENSING ISLAND ARRANGEMENT(S) RESULTING IN A CHANGE OF HAZARD AREA PROTECTION, OR ENVIRONMENTALCHANGES RESULTING IN THE INABILITY OF A CONSOLE OPERATOR TO CONSTANTLY OBSERVE THE FUEL DISPENSING OPERATION, SHALL NOTIFYTHE HEAD OF THE FIRE DEPARTMENT, IN WRITING, PRIOR TO SUBMITTING PLANS TO THE STATE FIRE MARSHAL.11. SELF-SERVICE AUTOMATED MOTOR FUEL DISPENSING SYSTEMS SHALL BE EQUIPPED WITH AN OVERHEAD FIXED FIRE EXTINGUISHINGSYSTEM OF A TYPE APPROVED BY THE STATE FIRE MARSHAL, DETAILS OF WHICH SHALL BE INCLUDED WITH PLANS SUBMITTED TO THE STATEFIRE MARSHAL FOR APPROVAL.12. THE USE OF AUTOMATIC CREDIT CARD READING DEVICES AS A MEANS OF PAYMENT AT THE PUMP ISLAND SHALL BE ALLOWED PROVIDEDTHAT:

A. EACH SALE SHALL BE INDIVIDUALLY AUTHORIZED BY THE SELF-SERVE ATTENDANT;B. THE AUTOMATIC CREDIT CARD READING DEVICE SHALL NOT BE USED AS PHYSICAL AUTHORIZATION FOR THE DISPENSING OF MOTORFUEL; ANDC. THE AUTOMATIC CREDIT CARD READING DEVICES ARE INCLUDED ON PLANS SUBMITTED TO AND APPROVED BY THE STATE FIREMARSHAL.

STATE FIRE MARSHAL NOTES:

(CMR 527 1.00 42.7.4.5) THE DISPENSING OF MOTOR FUEL BY MEANS OF SELF-SERVICE AUTOMATED DISPENSING SYSTEMS SHALL BE PERMITTED, PROVIDEDTHAT THE APPLICANT FOR SUCH A SYSTEM HAS SUBMITTED COMPLETE PLANS AND SPECIFICATIONS OF THE PROPOSED INSTALLATION TO THE STATE FIREMARSHAL ACCOMPANIED BY THE REQUIRED EXAMINATION FEE AS AUTHORIZED IN M.G.L. C. 7, § 3B AND HAS OBTAINED APPROVAL OF SUCH PLANS, ANDFURTHER PROVIDED THAT THERE IS COMPLIANCE WITH THE FOLLOWING:

· SELF-SERVE EXTINGUISHING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH STATE FIRE MARSHAL APPROVED PLANS.· ALL EXTINGUISHING SYSTEMS, DISPENSING SYSTEMS AND CONTROL EQUIPMENT SHALL BE UNDERWRITERS LABORATORY (UL) LISTED.· PLANS CONTAINING CREDIT CARD READING DEVICES SHALL INCLUDE THE LANGUAGE FROM 527 CMR 1.00, SECTION 42.7.4.5(1) (K).· FAILURE TO CONSTRUCT INSTALL OR MAINTAIN ANY EQUIPMENT, DEVICES, SYSTEM OR PROCEDURE INDICATED ON THE APPROVED PLANS

SHALL BE CAUSE FOR THE REVOCATION OF THIS APPROVAL.· PLANS APPROVED BY THE MARSHAL ARE APPROVED ON THE CONDITION THAT THEY COMPLY IN ALL RESPECTS TO 527 CMR 1.00. ANY

OMISSIONS OR ERRORS ON THE PLANS DO NOT RELIEVE THE APPLICANT OF COMPLYING WITH ALL APPLICABLE REQUIREMENTS OF 527 CMR 1.00.· STATE FIRE MARSHAL APPROVAL OF PLANS TO CONSTRUCT/RENOVATE A SELF-SERVICE FACILITY BECOME NULL AND VOID ONE YEAR FROM THE

DATE OF APPROVAL.

STATE FIRE MARSHAL NOTICE:

PLACE CONTAINER ON GROUND BEFORE FILLING.

WARNING

NO FILLING OF PORTABLE CONTAINERS IN ORON A MOTOR VEHICLE OR TRAILER.

GASOLINE INTO UNAPPROVED CONTAINERS.IT IS UNLAWFUL AND DANGEROUS TO DISPENSE

NO SMOKING-STOP MOTOR

NOTES:1. WARNING SIGNS SHALL BE CONSPICUOUSLY POSTED ON BOTHENDS OF THE DISPENSER.

2. THE WORDS “WARNING” AND “NO SMOKING - STOP MOTOR” SHALLCONSIST OF BLOCK LETTERS NOT LESS THAN ONE INCH IN HEIGHT,WHITE LETTERS ON A RED BACKGROUND. THE REMAININGSENTENCES SHALL CONSIST OF BLOCK LETTERS NOT LESS THAN ½INCH IN HEIGHT, RED LETTERS ON A WHITE BACKGROUND.

NOT TO SCALE

8 NO SMOKING TURN-OFFENGINE SIGN

LANE #5/6 1- - - -

LANE #7/8 1- - - -


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COMM

ONWEALTH OF MASSACHUSETTS

REGISTEREDPROFESSIONAL ENGINEER

WILLIAM D.GOEBEL

CIVILNo. 42644-C

.

CAPACITY

U/G STORAGE TANKS

TANK PRODUCT TANK TYPE INSTALL DATE

PREMIUM

REG. GASOLINE

8,000 GAL

12,000 GAL

DWFG

DWFG

12,000 GAL DWFG PROPOSED

DIESEL8,000 GAL DWFG

PROPOSED

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09/12/19 REVISED USTS DJO

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SCALE:

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DRAWN BY:

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PROPOSED CANOPY PLAN & ELEVATIONS

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REVISIONS

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DATE:

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V# 1276

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CHECKED BY:

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___

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091019

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18-782

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DATE

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REV. BY.

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DESCRIPTION

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165 Flanders Road

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Westborough, Massachusetts 01581

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CUMBERLAND FARMS, INC.

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FILE:

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Store# 2346

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Gas Station# 2185

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EAST FALMOUTH HIGHWAY & OLD MEETING HOUSE ROAD

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CFG12.0

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REGULAR

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MID GRADE

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PREMIUM

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DIESEL

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ALL TAXES INCUDED

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8

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guaranteed

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great diesel

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1

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guaranteed

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great diesel

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REGULAR

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MID GRADE

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PREMIUM

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8

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guaranteed

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great diesel

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E

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N

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J

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H

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G

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L

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J

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H

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G

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L

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4

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3

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2

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1

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6

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5

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8

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7

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DIRECTION OF

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TRAFFIC FLOW

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CONTRACTOR TO SLOPE APRON

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FOR POSITIVE DRAINAGE

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DIRECTION OF

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TRAFFIC FLOW

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CONTRACTION JOINT

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AROUND COLUMN

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TYPICAL ALL COLUMNS

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13

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CFG12.1

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SLOPE

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SLOPE

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6" THICK 4000 PSI CONCRETE

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MAT c/w APRON REINFORCEMENT

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6x6x10/10 WIRE MESH TOP REINFORCEMENT

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ASPHALTIC SEALANT AROUND

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PERIMETER OF CONCRETE PAD

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OUTLINE OF CONCRETE PAD

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SEALED JOINT BETWEEN

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APRON AND ASPHALT

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TYPICAL ENTIRE LENGTH

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12

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CFG12.1

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OUTLINE OF CANOPY

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SLOPE

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SLOPE

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SLOPE

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SLOPE

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04

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CFG14.5

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LIMITING BARRIER DETAIL

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PERIMETER POSITIVE

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FOR FINAL PLACEMENT

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REFER TO APPROVED

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FIRE SUPPRESSION PLAN

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SLOPE

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BOLLARD DETAIL

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03

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CFG14.5

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SLOPE

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09

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CFG12.1

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TYPICAL SAW CUT

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SLOPE

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SLOPE

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D

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B

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C

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F

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04

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CFG14.4

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DISPENSER ELEVATION

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DIMENSIONS

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C

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F

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"Cumberland Farms" ID sign

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11.00 square feet (2 typ.)

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to be internally illuminated

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(see detail 8/CFG12.1)

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B

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D

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F

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CANOPY PLAN VIEW

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1

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CFG12.0

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SCALE: 3/16" = 1'-0"

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CANOPY FRONT ELEVATION

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2

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CFG12.0

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SCALE: 3/16" = 1'-0"

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CANOPY LEFT ELEVATION

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3

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CFG12.0

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SCALE: 3/16" = 1'-0"

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CANOPY RIGHT ELEVATION

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4

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CFG12.0

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SCALE: 3/16" = 1'-0"

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B

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SLOPE

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SLOPE

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K

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K

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ONLY ENTIRE APRON

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A

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I

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A

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4. ALL EQUIPMENT INSTALLATIONS MUST COMPLY

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WITH MANUFACTURER'S SPECIFICATIONS.

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5. ALL EQUIPMENT AND CONSTRUCTION ARE NEW

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AND FACILITY IS TO BE ATTENDED

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SELF-SERVICE.

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NOTES:

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6. REFER TO CANOPY MANUFACTURERS DRAWINGS

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FOR SPECIFIC CANOPY FOOTING OPTIONS.

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7. REFER TO CANOPY MANUFACTURERS

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DRAWINGS FOR ARCHITECTURAL DETAILS

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ON CANOPY AND COLUMNS.

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8. SEE CIVIL PLANS FOR ORIENTATION ON

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SITE, AND FOR TRAFFIC FLOW

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1. COORDINATE APRON ELEVATIONS WITH CIVIL

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DRAWINGS AND FIELD ELEVATIONS.

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2. DISPENSER SUMPS TO BE SET IN PLACE AND

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USED AS A FORM TO POUR CONCRETE AROUND.

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3. CONCRETE SPECIFICATIONS:

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-SOIL BEARING CAPACITY REQ'D: AS PER

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GEOTECHNICAL REPORT

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-CONC. STRENGTH: 4000psi @ 28 DAYS 3%%% TO

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7%%% AIR,

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TROWELLED SMOOTH FINISH WITH TWO COATS

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SEALING/CURING COMPOUND.

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-CANOPY FOOTING CONC. STRENGTH: REFER TO

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DRAWINGS PROVIDED BY MANUFACTURER

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9. REFER TO CANOPY DETAIL SCHEDULE

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ON SHEET CFG12.1 FOR ADDITIONAL INFORMATION

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10. GC TO COORDINATE THE SPECIFIC LOCATIONS

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OF THE APRON EXPANSION JOINTS BASED ON THE

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FINAL POSITIVE LIMITING BARRIER DESIGN. REFER

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TO THE FIRE SUPPRESSION PLAN FOR THE PLB LAYOUT

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STREET SIDE

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STORE SIDE

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E

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N

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7

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8

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C

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ATTACHED 2" FROM EDGE

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OF COLUMN SHROUD

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5

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CFG12.0

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SCALE: 3/16" = 1'-0"

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6

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CFG12.0

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SCALE: 3/16" = 1'-0"

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3

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CFG12.1

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5

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CFG12.1

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3/16" = 1'-0"

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DISPENSER VALANCE GRAPHICS

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NOTE: REFER TO TANKS AND PUMP DRAWING FOR LOCATION OF DIESEL DISPENSER

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BACKGROUND COLOR WHITE

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"great gasoline" COLOR PANTONE 376C

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"great diesel" COLOR PANTONE 348C

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"guaranteed" COLOR COOL GREY 7C

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BACKGROUND COLOR "PROCESS YELLOW"

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"guaranteed" COLOR COOL GREY 7C

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3

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guaranteed

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great gasoline

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1

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guaranteed

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great diesel

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O

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GAS DISPENSER # SIGN LOCATION DETAIL

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GAS DISPENSER # SIGN LOCATION DETAIL

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I

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REGULAR

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MID GRADE

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PREMIUM

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DIESEL

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ALL TAXES INCUDED

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sign #2

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sign #1

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CANOPY SIGN LEGEND

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N.T.S.

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8

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7

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6

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5

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4

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3

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OLD MEETING HOUSE ROAD

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2

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1

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C

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D

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SCALE:

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DRAWN BY:

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PROPOSED CANOPY DETAILS

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REVISIONS

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DATE:

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V# 1276

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CHECKED BY:

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___

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091019

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18-782

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DATE

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REV. BY.

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DESCRIPTION

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FILE:

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Store# 2346

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Gas Station# 2185

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CFG12.1

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SHROUDS

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4

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SHELL WHITE

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17"X33" SHROUDS

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PROVIDED BY CFI,

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DISPENSER NUMBERING

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WHITE W/ GREEN #

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8

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TO BE APPLIED IN THE FIELD BY GC

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3/8" (MORTAR BED)

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1/2" (CEMENT BD)

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3/8" (MORTAR BED)

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1/2" (CEMENT BD)

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3/8" (MORTAR BED)

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1/2" (CEMENT BD)

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3/8" (MORTAR BED)

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1/2" (CEMENT BD)

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(TO TOP OF STL. FRAME

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& CEMENT BD.)

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1/2" MIN.

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1/2"

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& CEMENT BD.)

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(TO TOP OF STL. FRAME

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PLAN SECTION @ COLUMN SHROUD

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1

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CFG12.1

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SCALE: NOT TO SCALE

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CANOPY RAIN LEADER

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COORD. QUANTITY AND LOCATION

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IN FIELD. G.C. PROVIDE FINAL

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CONNECTION

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CULTURED STONE

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WATER TABLE

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COL

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DASHED LINES INDICATE 2 1/2"x

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2 1/2"x1/4" VERT. STL. ANGLE

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(WELDED TO BOTH BASE & TOP

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FRAMES) - TYP. @ ALL 4 CORNERS

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1 1/4"x1 1/4"x1/4" STL. ANGLE

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4-SIDED TOP FRAME

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1"x1"x1/4" STL. CLIP ANGLE (WELDED

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TO COLUMN & 1 1/4"x 1 1/4" STEEL

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ANGLE TOP FRAME) - TYP. @ 2 SIDES

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OF COLUMN

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17"x33" 18 GA. COLUMN SHROUD PANELS

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(BY CANOPY MANUFR.) TYPICAL

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5

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CFG12.1

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TS 12x12 COLUMN TYP.

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CANOPY ELECTRICAL CONDUITS

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(SEE ELECTRICAL PLANS) COORD.

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QUANTITY AND LOCATION IN FIELD

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COL

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4

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CFG12.1

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PLAN VIEW OF STEEL FRAME

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2

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CFG12.1

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SCALE: NOT TO SCALE

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2 1/2"x2 1/2"x1/4" VERT. STL. ANGLE

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ANGLE TOP AND BOTTOM FRAME) - TYP.

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@ 2 SIDES OF COLUMN

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CANOPY RAIN LEADER

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CONNECTION

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5

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CFG12.1

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COL

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COL

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4

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CFG12.1

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1 1/4"x1 1/4"x1/4" STL. ANGLE

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4-SIDED BOTTOM FRAME (WELDED TO

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COLUMN AT 2 SIDES)

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PLAN SECTION @ CULTURED STONE BASE

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3

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CFG12.1

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SCALE: NOT TO SCALE

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LINE OF CULTURED

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STONE WATER TABLE

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(ABOVE)

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CANOPY RAIN LEADER

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CONNECTION

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DRY-STACKED CULTURED STONE

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VENEER

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(TYPICAL)

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MORTAR SETTING BED

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18 GA. WOVEN WIRE MESH

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1/2" CEMENT BD. SHEATHING

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1 1/4"x1 1/4"x1/4" STL. ANGLE

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COLUMN AT 2 SIDES)

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COL

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COL

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4

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CFG12.1

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5

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CFG12.1

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1 1/4"x1 1/4"x1/4" STL. ANGLE

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COLUMN AT 2 SIDES)

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TOP OF CULTURED STONE

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3'-0" A.F.F.

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NOTE

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:

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INFORM CFI P.M. IF CANOPY COLUMN,

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DOWNSPOUT & CONDUIT POSITIONS

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CONFLICT WITH STONE VENEER BASE

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DETAILS AS SHOWN.

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MORTAR SETTING BED

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DRY STACKED CULTURED STONE

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VENEER

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18 GA. COL. SHROUD

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(BY CANOPY MANUFR.)

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12" X 12" TS COLUMN TYP.

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(SEE CANOPY PLANS)

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ANGLE TOP FRAME) - TYP. @ 2 SIDES

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OF COLUMN

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CANOPY RAIN LEADER

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G.C. TO PROVIDE FINAL

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CONNECTION

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REINF. CONC. SLAB

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RAISED CONC. GAS ISLAND

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CANOPY FOOTING

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(REFER TO CANOPY

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MANUFACTURER'S PLANS)

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SIM

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CFG12.1

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7

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HOLD BOTTOM STL. FRAME 1/2"

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ABOVE CONCRETE PAD

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CULTURED STONE WATER TABLE

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(WELDED TO BASE & TOP FRAMES) -

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TYP. @ ALL 4 CORNERS

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LT. GAUGE COL. SHROUD FRAMING

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(BY CANOPY MANUF.)

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1"x1"x1/4" STL. CLIP ANGLE

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(WELDED TO COLUMN & 1 1/4"x

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1 1/4" STEEL ANGLE BOTTOM

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FRAME) - TYP. @ 2 SIDES OF

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COLUMN

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SIM

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CFG12.1

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1

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CFG12.1

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6

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CFG12.1

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2&3

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COL

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SECTION @ BASE OF GAS ISLAND COLUMN WRAP

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4

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CFG12.1

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SCALE: NOT TO SCALE

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DETAIL @ BASE OF COLUMN WRAP

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7

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CFG12.1

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SCALE: NOT TO SCALE

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1 1/4"x1 1/4"x1/4" STL. ANGLE

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WELDED FRAME (TYP. @ TOP & BOTTOM)

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INSTALL 1/2" ABOVE CONCRETE CURB

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VENEER

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2 1/2"x2 1/2"x1/4" STL. ANGLE

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CORNERS BEYOND WELDED TO TOP &

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BOTTOM FRAMES

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CONCRETE CURB

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(SEE CANOPY PLANS)

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BACKER ROD & SEALANT AROUND

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PERIMETER

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DETAIL @ STONE WATER TABLE

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6

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CFG12.1

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SCALE: NOT TO SCALE

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CULTURED STONE WATER TABLE COURSE

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1 1/4"x1 1/4"x1/4" STL. ANGLE

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WELDED FRAME (TYP. @ TOP & BOTTOM)

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VENEER

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2 1/2"x2 1/2"x1/4" STL. ANGLE

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CORNERS BEYOND WELDED TO TOP &

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BOTTOM FRAMES

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CONT. SEALANT (ALL 4 SIDES) @ BOT.

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TERMINATION OF SHROUD

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18 GA. COLUMN SHROUD

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SECTION @ BASE OF GAS ISLAND COLUMN WRAP

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5

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CFG12.1

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SCALE: NOT TO SCALE

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CANOPY FOOTING

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(REFER TO CANOPY

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MANUFACTURER'S PLANS)

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REINF. CONC. SLAB

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RAISED CONC. GAS ISLAND

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CFG12.1

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7

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1 1/4"x1 1/4"x1/4" STL. ANGLE

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4-SIDED WELDED BASE FRAME

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HOLD BOTTOM STL. FRAME %%130"

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ABOVE CONCRETE PAD

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CULTURED STONE WATER TABLE

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(WELDED TO BASE & TOP FRAMES) -

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TYP. @ ALL 4 CORNERS

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LT. GAUGE COL. SHROUD FRAMING

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(BY CANOPY MANUF.)

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ELECTRICAL CONDUITS (SEE

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ELECTRICAL PLANS) COORD.

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QUANTITY AND LOCATION IN

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FIELD

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CFG12.1

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2&3

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CFG12.1

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6

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CFG12.1

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1

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COL

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18 GA. COL. SHROUD

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(BY CANOPY MANUFR.)

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12" X 12" TS COLUMN TYP.

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(SEE CANOPY PLANS)

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1"x1"x" STL. ANGLE

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4-SIDED TOP FRAME

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CANOPY RAIN LEADER

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G.C. PROVIDE FINAL

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CONNECTION

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1 1/4"x1 1/4" CLIP ANGLE WELDED

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TO COLUMN AT 2 SIDES

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MORTAR SETTING BED

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RAIN LEADER CLEAN-OUT

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SET FLUSH w/ FACE OF STONE

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VENEER-JOSAM 5860 BRONZE

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DRY STACKED CULTURED STONE

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VENEER

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FINISH

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TO OF CULTURED STONE

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3'-0" A.F.F.

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GREEN "PMS 376"

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BLUE "PMS 301"

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11.0 SQUARE FOOT SIGN

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CANOPY SIGN DETAIL

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8

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CFG12.1

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SCALE: NOT TO SCALE

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LOCATE SAW CUTS AS SHOWN ON

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"DISPENSER APRON PLAN"

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TYPICAL SAWCUT DETAIL

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09

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CFG12.1

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SCALE: NOT TO SCALE

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1/4" x 1 1/2" DEEP MAX. SAWCUT FILLED WITH

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SIKAFLEX 1C SL (SELF LEVELING)

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CAULKING OR EQUAL

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6" 4000 psi CONCRETE APRON

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3/4" MIX AND 6x6x10/10 WIRE

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MESH TOP REINFORCEMENT

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ONLY

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SIKAFLEX 1C SL

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(SELF-LEVELING)

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CAULKING OR EQUAL

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STAINLESS

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STEEL ISLAND

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FORM

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ONLY

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6" x 3/4" CLOSED CELL FOAM

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JOINT FILLER C/W 3/4"

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"RIP-STRIP"

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DISPENSER

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ISLAND

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TYPICAL ISLAND/APRON DETAIL

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10

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CFG12.1

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SCALE: NOT TO SCALE

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EXPANSION

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JOINT

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SIKAFLEX 1C SL (SELF

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LEVELING) CAULKING OR

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EQUAL

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BACKER ROD

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ONLY

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TYPICAL EXPANSION JOINT DETAIL

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11

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SCALE: NOT TO SCALE

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ASPHALT SURFACE

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ASPHALTIC SEALANT APPLIED

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BETWEEN CONCRETE APRON AND

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NEW ASPHALT SURFACE

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ONLY

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TYPICAL CONCRETE/ASPHALT DETAIL

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12

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CFG12.1

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SCALE: NOT TO SCALE

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ISLAND COLUMN DETAIL

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13

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CFG12.1

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SCALE: NOT TO SCALE

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DISPENSER

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ISLAND

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COAT ALL

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UNDERGROUND

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EXPOSED STEEL

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WITH MASTIC AND

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WRAP IN FILTER

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FABRIC (COLUMN,

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ANCHOR BOLTS,

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BASE PLATE,

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ETC.)

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CANOPY

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COLUMN

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6" x 3/4"

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CLOSED CELL

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FOAM JOINT

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FILLER C/W

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3/4"

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"RIP-STRIP"

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SIKAFLEX

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1C SL

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(SELF-LEVELING)

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CAULKING

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OR EQUAL

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CONCRETE

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APRON

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TYPICAL CANOPY ROOF SECTION

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14

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CFG12.1

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SCALE: NOT TO SCALE

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DECORATIVE MOLDING

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CANOPY STRUCTURE/BRACING

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REMOVABLE SERVICE PANEL

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ON END OF SIGN CABINET

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SIDE VIEW

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1/2"

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3/16" = 1'-0"

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CANOPY DETAIL SCHEDULE

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MARK

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DESCRIPTION

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MANUFACTURER

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MODEL

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COLOR

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QUANTITY

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REMARKS

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CANOPY FASCIA

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ALCOA

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ACM: RYNOBOND

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SHELL WHITE

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A

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CANOPY STRIPING

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ACM: RYNOBOND

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"OUTRAGEOUS GREEN"

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B

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MULTI-PRODUCT DISPENSER

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WAYNE

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OVATION B12

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C

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3+1 DIESEL DISPENSER

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WAYNE

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OVATION B23

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D

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2

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CANOPY COLUMN

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E

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PER PLAN

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BOLLARDS

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F

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STEEL BOLLARD WITH PVC SLEEVE

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CULTURED STONE

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G

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CULTURED STONE CAPS

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H

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ECHO RIDGE

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CSV-2028

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ECHO RIDGE

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UNIVERSAL

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6" OD X 42"H

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PER PLAN

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PER PLAN

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PER PLAN

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PER PLAN

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8" ACM, BY CANOPY MFR.

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I

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DECORATIVE MOULDING

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SHELL WHITE

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CANOPY MANUFACTURER

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J

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DISPENSER ISLAND

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STAINLESS STEEL

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RIVERSIDE STEEL

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SMARTPAY ALTERNATOR

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K

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DISPENSER LED

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PUMP TOPPER

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BLACK W/ RED,

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ABLE

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GREEN, & WHITE LEDS

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L

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HAND OPERATED 40BC

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FIRE EXTINGUISHER

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ALCOA

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BY CANOPY MFR.

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4

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16

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2

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4

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4

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SUPPLIED BY KENNEDY

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SUPPLIED BY KENNEDY

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SHELL WHITE

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BY CFI

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CULTURED STONE

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OWENS CORNING

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LARSON

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N

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SUPPLIED BY KENNEDY

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BY CUMBERLAND FARMS

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INSTALLED BY GC

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BY CUMBERLAND FARMS

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INSTALLED BY GC

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BY CANOPY MFR.

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SUPPLIED BY KENNEDY

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ALL CABINETS IN COLUMN

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FACING STORE SIDE

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ROOF ACCESS HATCH

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BILCO

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O

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1

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BY CANOPY MFR.

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SIGN

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FORM

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VENEER

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SOUTHERN LEDGESTONE

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CSV-2028

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SOUTHERN LEDGESTONE

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CULTURED STONE

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OWENS CORNING

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VENEER

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(TYPICAL)

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MORTAR SETTING BED

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165 Flanders Road

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M

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M2

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PROPOSED SIGN DRAWING

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REVISIONS

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V# 1276

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DATE

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DESCRIPTION

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REV. BY.

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CFG 13.0

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6' PROTOTYPE

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GRADE

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%%USIDE VIEW

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12" WHITE HALF ROUND

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COLUMN SHROUD

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Store# 2346

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GRADE

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14' x 6' PLANTER TO BE FILLED W/

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GRAVEL & SOIL AND TOPPED W/ TAPERED

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CULTURED STONE WALL CAPS

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SPECIFICATIONS

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* 12" DEEP ALUMINUM FABRICATED SIGN CABINET W/INTERNAL, HIGH OUTPUT FLOURESCENT ILLUMINATION...CABINET PAINTED WHITE

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* 1/8" ALUMINUM CAM ROUTERED SIGN FACES, "CUMBERLAND FARMS" ROUTERED TEXT AND LOGO

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* CLEAR ACRYLIC PUSH THRU(1/2"-5/8" EXPOSED) "CUMBERLAND" TEXT TO RECEIVE TRANSLUCENT VINYL OVERLAY 3M BLUE...LOGO "FARMS" VINYL O

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* SIGN TO INSTALL BETWEEN NEW 8" SQUARE STEEL COLUMNS...INLCLUDES NEW HALF ROUND PVC POLE COVERS, INNER ARCHED ALUMINUM FILLER AND

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ID&GAS PRICE SIGN ELECTRICAL REQUIREMENTS

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1" PVC CONDUIT W/ 3#10 AND 1#10 GROUND (20 AMP)

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1" PVC CONDUIT 'SPARE' W/PULL STRINGS

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1 WEATHER PROOF JUNCTION BOX

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NOTE:

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SEE SHEET A0.5 AND S4.1 FOR FOUNDATION AND STRUCTURAL DETAILS

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THESE PLANS WILL BE PREPARED PRIOR TO FILING FOR A BUILDING PERMIT

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GRADE

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1" PVC CONDUIT TO

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NEXT STANDARD

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GRMC TO PVC COUPLING (TYP.)

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1 1/2" PLATE

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GRMC TO PVC COUPLING (TYP.)

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1" SPARE WITH PULL STRING

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1" POWER

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SCALE:

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DRAWN BY:

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DATE:

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CHECKED BY:

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___

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09/10/19

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18-782

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FILE:

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1/2" = 1'-0"

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165 Flanders Road

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DIESEL

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REGULAR

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SMARTPAY MEMBER

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TAX INCL.

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TAX INCL.

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GREEN PMS #376 INTERNALLY ILLUMINATED

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21.11 SQ. FT.

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TOTAL = 67.44 SQ. FT.

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40.54 SQ. FT.

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BLUE PMS #301 INTERNALLY ILLUMINATED

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24" ABLE "LED" PRICER UNIT (RED)

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25.5" X 60.25" "LED" WINDOW OPENING

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GREEN PMS #376 INTERNALLY ILLUMINATED

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METAL PANEL SYSTEM "WHITE"

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GRADE

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%%UFRONT VIEW

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4"W X 6"H MAINTANENCE

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ACCESS PANEL ON COLUMN

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CLOSEST TO STORE

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GRADE

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5.79 SQ. FT.

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14' X 6' PLANTER FILLED W/

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GRAVEL AND SOIL TOPPED

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WITH TAPERED CULTURED STONE WALL CAPS

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48" X 72" X 12" ILLUMINATED MAIN ID CABINET

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ILLUMINATED WITH SLOAN VL PLUS LONG "LED"

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6" X 60.5" "LED" READER

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84" X 60" X 12" 2 PRODUCT "LED" PRICE CABINET

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"TAX INCL." 3M CONTOROLTAC GRAPHIC

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180C-63 GERANIUM RED APPLIED TO 1ST SURFACE

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ILLUMINATED WITH SLOAN VL PLUS LONG "LED"

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24" ABLE "LED" PRICER UNIT (GREEN)

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25.5" X 60.25" "LED" WINDOW OPENING

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"TAX INCL." 3M CONTOROLTAC GRAPHIC

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180-46 KELLY GREEN APPLIED TO 1ST SURFACE

TV TV

WP

3

4

3

K

K

TOTAL BUILDING AREA = 4,384 ft²

TOTAL NET SALES AREA = 1,806 ft²

(DOES NOT INCLUDE CASHIER AREA)

CO2 TANK W/ CHAIN LINKFENCE ENCLOSURE

ELECTRIC SERVICE

WATER METER

STOREFRONT SYSTEMWITH INSULATED GLAZING

UST DIP STICK

MEN

WOMEN

JAN

WALK-IN

FREEZER

WALK-IN COOLER

STORAGE

FREEZER

MGR OFFICE

RETAIL

FOOD /

BEVERAGE PREP

CORRIDOR

11' - 0"4' - 0"

3' -

0"

3' -

6"

3' -

0"

3' -

6"

3' -

0"

4' -

0"

4' - 5 1/4"14' - 0"4' - 0"

LO

TT

O

15 DOOR

4 DOOR

FINISH TO FINISH

81' - 3"

FDN TO FND

80' - 6"

FD

N T

O F

DN

5' -

0"

FD

N T

O F

DN

50

' -

8"

81' - 3"

CPI LINE VOLT PANEL CPI LOW VOLT PANEL

MICRO

3' - 8 3/8"

6' -

4 3

/4"

8' B

IB

LADDER TO ATTIC

NITRO TANKS (x2)

(x2)

ICE

D

BR

EW

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(x4)

CO

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BR

EW

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COFFEE PREP

10' - 0"

NIT

RO

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PC

.C

OF

FE

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x2 OVENS

OVEN PIZZACABINET

U/C REFU/C REF

ICEMAKER

9' -

2 1

/8"

8' -

3 5

/8"

9' - 6 5/8"

8' - 8 1/4"

24

' -

2 7

/8"

10

' -

3 7

/8"

27' - 4 7/8"

14

' -

1 3

/8"

8' - 3 3/8" 12' - 0"

ATM

MAGAZINE

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CIG

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B

STOR

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B

STOR

POS #1

LOTTO

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SCO #2

SCO #

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REF4' 4' 4' 4' 4' 4'

BA

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9' - 5 5/8"9' - 8 1/8"

6' -

8 1

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4' -

1"

5' -

3 1

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3' -

2"

(x2)I

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CAPPUC.

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BREWERS

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ICEDISPENSER

SMOOTHIE

4' COLD CASE

4'

CO

LD

CA

SE

PROMOISLAND

CHILLZONEPREP

ORDERTERMINAL

(3) 24" HOT SLIDES

HOTCOND

(2) 24" ROLLER GRILLW/ BUN WARMER

BELOW

9' -

0"

12' - 9 3/4"

U/C REF

CIG

/TOB

MOPSINK

4'

CO

LD

CA

SE

8' -

3 5

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8' -

2"

1' -

9"

1' -

0"

CHILLZONE

11' - 0"

6' -

10

"

AREA TO BE KEPT CLEAR FOR WALL MOUNTED EQUIPMENT

24' - 0"

CHARGING SHELVES

CHIPS

GAS METER

LOCKERS (x3)

BLUE RHINO

BLUE RHINO

4' - 0" 4' - 0" 4' - 0"

SHEET:

DRAWN BY:

CHECKED BY:

DOCUMENT DATE:

ISSUE BLOCK

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RENCHARRISONH F& A S S O C I A T E S , L T D

www.hfa-ae.com

31 Hayward Street

Franklin, Massachusetts 02038

t 508.528.0770

NO

T F

OR

CO

NS

TR

UC

TIO

N

SDSubmission

06/26/19

T.O. SLAB0' - 0"

RIDGE - LOW30' - 11 3/16"

RIDGE - HIGH32' - 4 11/16"

RIDGE - CANOPY/DORMER27' - 0 7/16"

B.O. FASCIA (LOW)12' - 0"

T.O. STONE CAP4' - 0"

SEE FRONT ELEVATION FOR TYPICAL NOTES

1210

1210

SYNTHETIC WOOD TRIM(SW-1)

ARCHITECTURALASPHALT SHINGLES, TYP.

(SHNG-1)


WALL SCONCES, TYP.

VINYL GUARDRAIL SYSTEM

FAUX WINDOW, TYP.

ALUM. GUTTER &DOWNSPOUT (GU-1)

####

RIDGE VENT

INTERNALLY ILLUMINATED SIGNAGE

VINYL-CLAD DOUBLE HUNG WINDOW, TYP.

METAL FLASHING@ ALL DORMERS, TYP.


CULTURED STONEVENEER (CS-1)

CONC. SIDEWALK PRE MANUF. FIBERGLASS COLUMN SHROUD,TYP (WHITE)

ALUM. STOREFRONTSYSTEM (WHITE)

1210

ARCHITECTURALASPHALT SHINGLES, TYP.

(SHNG-1)

VINYL SHAKES (VS-2)

CULTURED STONEWATERTABLE

VINYL SIDING (VS-1)


ALUM. GUTTER &DOWNSPOUT (GU-1)

VINYL LOUVER

8" HIGH BLACK VINYL NUMBERS CENTERED ON WHITE BACKROUND -

PROVIDED & INSTALLED BY GC

1210

1210

1210

SHEET:

DRAWN BY:

CHECKED BY:

DOCUMENT DATE:

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9


www.hfa-ae.com

31 Hayward Street


t 508.528.0770

EXTERIOR FINISH SCHEDULEMARK DESCRIP. MANUF. MODEL COLOR NOTES

CS-1 CULTURED STONE BORAL COUNTRYLEDGESTONE

ECHO RIDGE INSTALL DRYSTACK ONLY

FB-1 FIBERGLASS COLUMNSHROUD

PACIFIC COLUMNS - WHITE 16'x9' ENDURA STONE PLAIN COLUMN ROUND SHAFT WITH TRUE ENTASISTAPERED SMOOTH FINISH.

SHNG-1 ARCHITECTURAL ASPHALTSHINGLES

CERTAINTEED LANDMARK COBBLESTONE GRAY 30 YEAR WARRANTY

GU-1 ALUMINUM GUTTER SYSTEM ATAS .032 WHITE PROVIDE ALL ACCESORIES REQ'D FOR A COMPLETE CONTINUOUSINSTALLATION. INSTALL PER MANUF. INSTRUCTIONS. ENSURE SEALED,WATERTIGHT CORNER CONNECTIONS. FLASH& SEAL TO DOWNSPOUTS ASREQ'D. PROVIDE SUPPORT STIFFENERS AT 12" MIN. O.C. GUTTER SHALL BESEAMLESS & 6" MIN.

SW-1 SYNTHETIC WOOD TRIM CERTAINTEED - WHITE PROVIDE SCARF JOINTS ON ALL EXTERIOR SYNTHETIC WOOD TRIM. G.C. TOPUTTY ALL NAIL HOLES & PAINT ALL SYNTHETIC WOOD TRIM & PANELS.

SW-2 SYNTHETIC WOOD TRIM CERTAINTEED - GREEN PROVIDE SCARF JOINTS ON ALL EXTERIOR SYNTHETIC WOOD TRIM. G.C. TOPUTTY ALL NAIL HOLES & PAINT ALL SYNTHETIC WOOD TRIM & PANELS.

VS-1 VINYL SIDING CERTAINTEED MONOGRAM 46LDOUBLE 4"

HERRINGBONE ROUGH CEDAR FINISH. PROVIDE ALL REQ'DACCESORIES & TRIM FOR ACOMPLETE INSTALLATION.

VS-2 VINYL SHAKES CERTAINTEED NORTHWOODS SAVANNAH WICKER ROUGH CEDAR FINISH. PROVIDE ALL REQ'DACCESORIES & TRIM FOR ACOMPLETE INSTALLATION.

3/16" = 1'-0"2RIGHT SIDE ELEVATION - SD

3/16" = 1'-0"1FRONT ELEVATION - SD

3FRONT PERSPECTIVE - SD

NO

T F

OR

CO

NS

TR

UC

TIO

N

SDSubmission

06/26/19


1210

1210

0' - 0"

T.O. SLAB

12' - 0"

B.O. FASCIA (LOW)

30' - 11 3/16"

RIDGE - LOW32' - 4 11/16"

RIDGE - HIGH

27' - 0 7/16"

RIDGE - CANOPY/DORMER

4' - 0"

T.O. STONE CAP

INSULATED HM DELIVERY DOOR & FRAME (WHITE)

LOCATION OF ELECTRICAL UTILITIES

GAS METER

WALL VENT,TYP.

MECHANICAL EQUIPMENT(SHOWN DASHED)


EMERGENCY LIGHT

DIP STICK0' - 0"

T.O. SLAB

12' - 0"

B.O. FASCIA (LOW)

30' - 11 3/16"

RIDGE - LOW32' - 4 11/16"

RIDGE - HIGH

SHEET:

DRAWN BY:

CHECKED BY:

DOCUMENT DATE:

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www.hfa-ae.com

31 Hayward Street


t 508.528.0770

3/16" = 1'-0"2LEFT SIDE ELEVATION - SD

3/16" = 1'-0"1REAR ELEVATION - SD

3REAR PERSPECTIVE - SD

NO

T F

OR

CO

NS

TR

UC

TIO

N

SDSubmission

06/26/19

400 east falmouth highway assessors map 33, block 12, lots 7 ...

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Transcript of 400 east falmouth highway assessors map 33, block 12, lots 7 ...