Plan V1 4-4-2018_120Summit2018.pdfGEN£RAJ-NOTES: 1. 2. • • 3. • • 4. 5. 6. 7. 8. 9. FOR EXISTING CONDITIONS SURVEY, SEE PlAN DATED JANUARY 28, 2016 ENTITLED 'EXISTING CONDITIONS

LOCUS MAP NOT TO SCALE

APPLICANT: THE GUTIERREZ COMPANY 200 WHEELER ROAD BURLINGTON, MA 01803 (781) 272-7000

SITE ENGINEER: ALLEN & MAJOR ASSOCIATES, INC. 100 COMMERCE WAY WOBURN, MA 01888-0118 (781) 935-6889

LAND SURVEYOR: WSP 155 MAIN DUNSTABLE ROAD SUITES 120 & 125 NASHUA, NH 03060 (603) 595-7900

ARCHITECT: MAUGEL ARCHITECTS 200 AVER ROAD HARVARD, MA 01451 (978) 456-2800

GEOTECHNICAL ENGINEER: SANBORN HEAD 239 CAUSEWAY STREET, SUITE 105 BOSTON, MA 02114 (978) 392.0900

GRAPHIC SCALE 0 l() 40

( IN FEET ) 1 inch = 4-0 ft.

SITE REDEVELOPMENT PLANS FOR

6 MIDDLE TURNPIKE

PREPARED BY:

128 EELER R AD BURLINGTON, MA 01803

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MIDDLESEX TuRNPIKE (lf!IP $WE - wanJ

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ALLEN & MAJOR ASSOCIATES, INC.

civil & structural engineering• land surveying environmental consulting• landscape architecture

www.allenmajor.com !00 COMMERCE WAY

P.O. BOX 2!18 WOBURN MA 01888-0!!8

TEL' (781) 93S-6889 FAX' (781) 935-2896

WOBURN, MA + LAKEVILLE, MA + MANCHESTER, NH

Copyright@20 16 Alien &-Major Associates, lac. All Rigbls Reserved

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LIST OF DRAWINGS -

CIVIL DRAWING TITLE SHEET NO.

ABBREVIATIONS & NOTES ABB-1 & ABB-4

EXISTING CONDmONS 6of6

DEMOUTION & EROSION CONTROL PLAN C-1

#68 MIDDLESEX TURNPIKE LAYOUT & MATERIALS PLAN C-2A

# 128 WHEELER ROAD LAYOUT & MATERIALS PLAN C-28

GRADING & DRAINAGE PLAN C-3A

SPOT GRADE PLAN C-38-C-3C

UTIUTYPLAN C-4 -

LANDSCAPE PLAN C-SA-C-58

SITE UGHTING PLAN C-6A-C-68 --

DETAILS D-1- D9

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Applic•llon Filed 'J./3/ ,;J_ Olio Hea<ing Oak ~ II g u~. () l(o PlanAppwvc-d/ I }d-O l1o

PROFESSIONAL ENGINEER FOR ALLEN & MAJOR ASSOCIATES, INC.

ISSUED REVISED

07-19-2016 ' -

01-28-16

07-19-2()16

07-19-2016

07-19-2016 ' 07-19-2016

07-19-2016

07-19-2016

07-19-2016 .

07-19-2016 --

07-19-2016

N:\PROJ£CTS\ 1145~07-\C!VIL \DRAW!NGS\SUBMITTALS\2016-07-19 - MYlAR\ CAD\ 1145-07 - COVER.OWG

GEN£RAJ- NOTES:

1.

2.

• •

3.

•

•

4.

5.

6.

7.

8.

9.

FOR EXISTING CONDITIONS SURVEY, SEE PlAN DATED JANUARY 28, 2016 ENTITLED 'EXISTING CONDITIONS SURVEY WHE:ELER ROAD", AS PREPARED BY WSP. THE ON THE GROUND SURVEY W/>.:5 PEflFORMED BEGINNING ON DECEMBER 13, 20D6 TO THE MOST RECENT SURVEY DATE OF DECEMBER 28, 2015.

THE PROJECT SITE IS LOCATED WITHIN TWO (2) ZONING DISTRICTS. THE DISTRICTS ARE ARE FOLLOWS:

/168 MIDDLESEX TURNPIKE - GENERAL BUSINESS DISTRICT (BG) /1128 WHEELER ROAD - GENERAL INDUSTRIAL DISTRICT (IG)

THE PROJECT INCLUDES A NEWLY PROPOSED PROPERTY LINE FOR THE PARCELS AT BOTH 1/68 MIDDLESEX TURNPIKE AND 1/128 WHEELER ROAD.

#68 MIDDLESEX TURNPIKE: EXISTING 15,871 S.F. (0.36 ACRES) PROPOSED 15,210 S.F. (0.35 ACRES)

1/128 WHEELER ROAD -EXISTING 61,593 S.F. (1.41 ACRES) PROPOSED 60,389 S.F. ( 1.39 ACRES)

THIS PROJECT WILL BE SERVED BY PUBLIC WATER AND SEWER, NATURAL GAS, TELEPHONE, CABLE AND ELECTRIC. ALL UTILITY LINES WILL BE INSTALLED UNDERGROUND UNLESS OTHERWISE NOTED.

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. l'HIS 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 PERMimNG AUTHORITY, AND "DIGSAfE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY 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 PLANS AT NO ADDITIONAL COST.

ALL MAIN BUI.LDING ENTRANCES AND WALKS SHALL BE ACCESSIBLE PER FEDERAL ADA &: MA AAB REGULATIONS.

All SITE WORK DONE FOR THIS PROJECT SHALL BE IN STRICT ACCORDANCE WITH THE SITE PLANS AND SITE WORK SPECIFICATIONS FOR CONSTRUCTION.

ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTIES DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPAIRED AND RESTORED BY THE CONTRACTOR AT THEIR OWN EXPENSE.

ALL PROPERTY MARKERS AND STREET LINE MONUMENTS SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION. ANY DAMAGE TO THESE ITEMS SHALL BE REPAIRED AND RESTORED BY A SURVEYOR REGISTERED IN THE STATE OF MASSACHUSETTS AT THE CONTRACTOR'S EXPENSE.

1 0. ALL APPLICABLE PERMITS AND AN APPROVED SET OF PlANS SHALL BE AVAILABLE AT THE CONSTRUCTION SITE.

11. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A PRECONSTRUCTION MEETING THE WITH THE DPW/ENGINEERING DEPARTMENT AND ANY OTHER APPROPRIATE TOWN DEPARTMENTS, THE APPROPRIATE UTILITY COMPANIES, THE OWNER AND OWNER'S REPRESENTATIVE. THE MEETING SHALL TAKE PlACE PRIOR TO THE START Of CONSTRUCTION AND THE CONTRACTOR MUST PROVIDE 48 HOURS NOTICE TO All ATTENDEES PRIOR TO THE START OF THE MEETING.

12. APPROPRIATE WARNING SIGNS, MARKERS, BARRICADES AND/OR FlAG MEN SHALL BE PROVIDED TO REGULATE TRAFFIC. CONSTRUCTION TRAFFIC CONTROLS SHALL BE IMPLEMENTED AND OPERATED ACCORDING TO THE MASS DEPARTMENT OF TRANSPORTATION, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE LOCAL AUTHORITY.

13. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ADDITIONAL BENCHMARK INFORMATION IF REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING BENCHMARKS. IF IT IS NECESSARY TO RELOCATE A BENCHMARK, IT SHALL BE RELOCATED BY A MASSACHUSETTS PROFESSIONAL LAND SURVEYOR AND DONE SO AT THE CONTRACTOR'S EXPENSE.

14. All BUILDING DIMENSIONS ARE MEASURED TO THE OUTSIDE FACE OF THE BUILDING.

15. All RADII ARE 3 FEET UNLESS OTHERWISE NOTED.

16. All PARKING LOT AND AISLE DIMENSIONS ARE TAKEN FROM THE FACE OF CURB AND INOICATE EDGE OF PAVEMENT.

17. CONSTRUCTION DURING WET WEATHER OR WINTER CONDITIONS IS TO BE ANTICIPATED AND PROVISIONS TO ADEQUATELY ADDRESS THESE CONDITIONS SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR AT NO ADDITIONAL COST.

18. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY PERMITS AND /OR CONNECTION FEES REQUIRED TO CARRY OUT THE WORK INCLUDING BUT NOT LIMITED TO DEMOLITION.

19. DISPOSAL OF All DEMOLISHED MATERIALS INCLUDING EXISTING MISC. CONSTRUCTION DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE DISPOSED Of OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL MUNICIPAL REQUIREMENTS AT NO ADDITIONAL COST.

20. ALL DISTURBED AREAS NOT NOTED TO RECEIVE OTHER TREATMENT ARE TO RECEIVE SIX INCHES (6") MINIMUM OF TOPSOIL &: SEED, AND BE MAINTAINED UNTIL ESTABLISHED &: ACCEPTED.

21. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE PROTECTED, ABANDONED, REMOVED OR RELOCATED AS NECESSARY.

22. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO; All UTILITIES, STORM DRAINAGE, SIGNS, &: POLES, ETC. AS REQUIRED. All WORK SHALL BE IN ACCORDANCE WITH THE TOWN OF BURLINGTON'S GOVERNING AUTHORITY'S SPECIFICATIONS AND SHALL BE APPROVED BY SUCH.

23. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMJNE EXACT POINT OF SERVICE CONNECTION AND DISCONNECTION AT EXISTING UTILITY.

24. All ELIEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFlED BY THE GENERAL CONTRACTOR AT GROUNDBREAKING.

25. EXISTING AND PROPOSED GAS SERVICE LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL CONFIRM WITH THE GAS COMPANY THAT THE GAS LINE INSTALLATION & DISCONNECTION SHALL BE BY THE LOCAL GAS COMPANY. THE CONTRACTOR SHALL GIVE THE GAS COMPANY ADVANCE NOTICE OF WHEN THE GAS LINE CAN BE INsTALLED.

GENERAL NOTES (CONTINUED):

26. EXISTING &: PROPOSED ELECTRIC AND COMMUNICATIONS (TELEPHONE AND CABLE) SYSTEMS LOCATIONS ARE APPROXIMATE ONLY AND SHALL BE COORDINATED AND SCHEDULED WITH THE APPROPRIATE UTILITY COMPANY SERVICING THE PROJECT SITE.

27. CONTRACTOR IS RESPONSIBLE FOR DIGGING TEST HOLES AND VERIFYING ANY EXISTING UTILITY OR STRUCTURE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY THAT BASED ON EXACT LOCATION OF EXISTING UTILITIES, THERE ARE NO CONFLICTS BETWEEN THEM AND THE PROPOSED UTILITIES.

28. THE CONTRACTOR SHALL ADHERE TO All PERMIT CONDITIONS PROVIDED BY ALL GOVERNING AGENCIES AT NO ADDITIONAL COSTS. THIS INCLUDES BUT IS NOT LIMITED TO BUILDING PERMITS, DEMOLITION PERMITS, PLUMBING, GAS, AND ELECTRICAL PERMITS. PERMITS FROM THE PlANNING BOARD OR TOWN COUNCIL, AND AN ORDER OF CONDITIONS FROM THE BURLINGTON ZONING BOARD OF APPEALS CONSERVATION COMMISSION.

29. IT IS THE CONTRACTORS RESPONSIBILITY TO PROPERLY DISPOSE OF AND ABATE ALL BUILDING MATERIALS OR HAZARDOUS MATERIALS ONSITE IN ACCORDANCE WITH ALL STATE, FEDERAL, AND LOCAL lAWS AND REGUlATIONS AT NO ADDITIONAL COST TO THE OWNER.

30. DURING EXCAVATION, ANY EXISTING EARTH CUT MATERIALS THAT DOES NOT MEET THE ORDINARY FILL SPECIFICATIONS OR LOAM SPECIFICATIONS AND CANNOT BE REUSED SHALL BE REMOVED OFFSITE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNERS. MATERIAL WHICH DOES NOT MEET THE SPECIFICATION INCLUDES ALL BOULDERS, ROCKS, CONSTRUCTION DEBRIS, AND MISC. MATERIAL. PRIOR TO REUSE, CONTRACTOR TO PROVIDE TESTING REPORT OF SIEVE ANALYSIS TO ENGINEER FOR APPROVAL. CONTRACTOR CAN AMEND MATERIALS AND CONTINUE TO RETEST AS NECESSARY AT NO ADDITIONAL COST TO OWNER. AFTER AMENDING IF MATERIAL STILL DOES NOT MEET THE SPECIFICATIONS IT IS TO BE REMOVED FROM SITE AT NO ADDITIONAL COST TO THE OWNER AND IN ACCORDANCE WITH All FEDERAL, STATE, AND LOCAL LAWS AND REGUlATIONS.

31. ANY PROPOSED SIGNAGE SHALL BE APPROVED BY SEPARATE APPLICATION TO THE DIRECTOR OF INSPECTIONAL SERVICES AND/OR THE APPROPRIATE MUNICIPAL AUTHORITY INCLUDING BUT NOT LIMITED TO THE ZONING BOARD OF APPEALS AND TOWN COUNCIL. All PROPOSED SIGNAGE MUST MEET THE REQUIREMENTS OF THE TOWN OF BURLINGTON ZONING CODE.

32. ALL MATERIALS, WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM WITH THE TOWN STANDARDS AS SET FORTH IN THE TOWN OF BURLINGTON DEPARTMENT OF PUBLIC WORKS STREET OPENING/UTILITY CONNECTIONS RULES AND REGULATIONS.

GRADING & DRAINAGE NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

EXISTING PAVEMENT SHALL BE SAW-CUT AND PAVEMENT JOINT SHALL BE INSTALLED WHERE NECESSARY TO ENSURE A SMOOTH CONTINUOUS GRADE.

THE ARCHITECTURAL PlANS SHALL BE REFERRED TO IN ORDER TO DETERMINE THE EXACT LOCATIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, HANDICAPPED RAMPS, TRUCK DOCKS, COMPACTOR PAD, ROOF DRAIN lATERALS AND PRECISE BUILDING DIMENSIONS.

All GRADING OPERATIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANIES.

IN lANDSCAPED AREAS THE TOP ELEVATION OF MANHOLES SHALL MATCH THE FINISH GRADE OF THE TOPSOIL. IN PAVED AREAS THE TOP ELEVATIONS OF MANHOLES SHALL MATCH FINISH GRADE.

ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED AS SOON AS POSSIBLE UPON COMPLETION OF CONSTRUCTION WORK IN THE AREA.

TEMPORARY STRAW BALE PROTECTION AND/OR SILT SACK SHALL BE INSTALLED AND MAINTAINED AT EXISTING DRAINAGE STRUCTURES DURING CONSTRUCTION, TO PREVENT SEDIMENT lADEN RUNOFF FROM ENTERING THE DRAINAGE SYSTEM.

CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE PER DEMOLITION PlAN.

ALL CATCH BASINS, MANHOLES, INFILTRATION SYSTEM, AND WATER QUALITY STRUCTURES ARE TO BE CLEANED OUT PRIOR TO FINAL APPROVAL TO REMOVE ALL CONSTRUCTION SILT AND DEBRIS.

9. IF ANY EXISTING UTILITY STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPlACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER AT NO ADDITIONAL COST.

1 0. All STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.

11. All STORM DRAIN MANHOLES SHALL HAVE TRAFFIC BEARING RING &: COVERS &: SHALL BE lABELED "DRAIN".

12. THE CONTRACTOR SHALL ADHERE TO All TERMS & CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.

13. CONTRACTOR SHALL ASSURE POSITNE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS.

14. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE SIX INCHES (6") OF TOPSOIL. CONTRACTOR SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH lANDSCAPE &: CIVIL SPECIFICATIONS &: DRAWINGS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.

15. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO All SLOPES STEEPER THAN 3H:1V.

16. All DRAINAGE SYSTEM COMPONENTS SHALL CONFORM TO LOCAL REQUIREMENTS.

17. THE CONTRACTOR WILL NOTIFY THE DESIGN ENGINEER 48 HOURS PRIOR TO THE INSTALlATION OF All STORMWATER BMPs. THE INSTALlATION OF THE BMPs WILL BE INSPECTED BY THE DESIGN ENGINEERS AND CERTIFIED THAT THEY COMPLY WITH THE DESIGN PlANS. CERTIFICATION SHALL INCLUDE PHOTOS, FIELD BOOK ENTRIES AND ENGINEER'S DAILY REPORTS.

UTILITY NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

THE lATEST STANDARDS OF THE TOWN OF BURLINGTON SHALL BE FOLLOWED WHEN INSTALLING ANY SANITARY SEWER AND STORM DRAIN WORK. BOTH SEWER AND STORM DRAIN WORK WILL BE INSPECTED BY TOWN OF BURLINGTON PERSONNEL AND ALL COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

THE LATEST STANDARDS OF THE TOWN OF BURLINGTON SHALL BE FOLLOWED WHEN INSTALLING ANY WATER LINE WORK. WATER LINE WORK WILL BE INSPECTED BY TOWN OF BURLINGTON PERSONNEL AND ALL COSTS SHALL INCLUDE PRESSURE TESTING, DISINFECTING, AND FLUSHING OF LINES. INSPECTION COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND REMOVAL OF All NECESSARY DISINFECTING AND FLUSHING TAPS AS DIRECTED BY THE TOWN.

THE CONTRACTOR SHALL REFER TO ARCHITECTURAL &: PLUMBING DRAWINGS AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL ROOF DRAIN lATERALS AND UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRIC, TELEPHONE, AND NATURAL GAS SERVICE. THE CONTRACTOR SHALL COORDINATE INSTALlATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND COORDINATE WITH THE PROPER AGENCY THE LOCATION AND SCHEDULING OF CONNECTIONS WITH THEIR FACILITIES.

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 ENGINEER FOR RESOLUTION.

ABANDONED EXISTING UTILITIES AND UTILITIES TO BE ABANDONED SHALL EITHER BE ABANDONED IN PlACE AS NOTED OR SHALL BE REMOVED AND DISPOSED OF AS SPECIFIED. ANY UTILITIES 4" OR lARGER ARE TO BE REMOVED. All UTILITIES SCHEDULED FOR ABANDONMENT OR REMOVAL AND DISPOSAL MUST BE COORDINATED BY THE CONTRACTOR WITH THE RESPECTNE UTILITY OWNER. WHEN ABANDONED UTILITIES ARE TO BE LEFT IN PLACE, PLUG OR CAP THE ENDS OF THE CONDUITS AND PIPES. REMOVE ABANDONED UTILITY MANHOLES, JUNCTION BOXES AND SIMilAR STRUCTURES TO A MINIMUM DEPTH OF 4 FEET BELOW FINISHED GRADE AND PUNCTURE OR BREAK THE BOTTOM SlABS OF MANHOLES AND SIMilAR STRUCTURE TO ALLOW DRAINAGE. BACKFILL AND COMPACT EXCAVATIONS RESULTING FROM REMOVAL OF UTILITY FACILITATES, AS REQUIRED TO RESTORE THE ORIGINAL GRADE.

THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENTS OF NATURAL GAS, ELECTRIC, TELEPHONE AND ANY OTHER UTILITY BY THE UTILITY OWNER.

THE CONTRACTOR SHALL USE THE FOLLOWING PIPE MATERIALS: • SEWER - PVC (POLYVINYL CHLORIDE), SDR 35

- C.l. (CAST IRON) • DRAIN - HOPE (HIGH DENSITY CORRUGATED POLYETHYLENE PIPE WITH

SMOOTH INNER WALL), ASTM 02321 (UNLESS OTHERWISE SPECIFIED ON PLAN) • DRAIN - RCP CLASS Ill (REINFORCED CONCRETE PIPE, WHERE SPECIFIED

ON PlAN) • WATER - C.L.D.I. (CEMENT LINED DUCTILE IRON)

REFER TO DEMOLITION PLAN FOR EXISTING DRAINAGE STRUCTURES TO BE REMOVED AND UTILITY ABANDONMENT.

BEFORE UTILITY WORK BEGINS, THE CONTRACTOR WILL COORDINATE WITH THE TOWN OF BURLINGTON THE APPROPRIATE PERMIT AND INSPECTION FEES.

10. ALL WATER GATES TO PROPOSED HYDRANTS ARE 6" DIAMETER UNLESS NOTED.

11. A MINIMUM OF TEN FEET (10') HORIZONTAL CLEARANCE SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER MAINS. WHENEVER CONDITIONS PREVENT A lATERAL SEPARATION OF TEN FEET (10') TO A WATER MAIN, THE WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH AND MUST BE AT LEAST 18 INCHES HIGHER THAN THE SEWER SERVICE.

12. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALlATION OF PROPOSED UTILITIES.

13. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY'S INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE.

14. MINIMUM TRENCH WIDTH SHALL BE 2 FEET.

15. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 5'-0" COVER ON All WATERLINES AND A MAXIMUM OF 8' -0" COVER.

16. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WIT~ APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18 CLEARANCE BETWEEN THE PIPES. WHERE THE WATERLINE IS LESS THAN THE 18" VERTICAL CLEARANCE AND MEETING 1 0' HORIZONTAL CLEARANCE CANNOT BE MET, THE WATER MUST BE ENCASED IN CONCRETE TO MEET THE REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50).

17. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH OF 3000 P .S.I.

18. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALlATION OF THE WATER, SEWER, GAS AND ELECTRICAL AND TELECOMMUNICATIONS LINES.

19. All NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES

20.

AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE.

All HYDRANTS SHALL MEET LOCAL MUNICIPAL SPECIFICATION REQUIREMENTS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE TOWN OF BURLINGTON REQUIREMENTS.

21. DOMESTIC WATER SERVICES SHALL BE INSTALLED WITH APPROPRIATELY SIZED GATE, BOX, AND TEE FITTINGS.

22. ALL WATER MAIN APPURTENANCES, MATERIALS, METHODS OF INSTALlATION AND TESTING REQUIREMENTS SHALL MEET OR EXCEED THE TOWN OF BURLINGTON REQUIREMENTS.

23. PRESSURE AND LEAKAGE TEST, DISINFECTION AND FLUSHING SHALL BE IN ACCORDANCE WITH ALL LOCAL AND MUNICIPAL STANDARDS AND REQUIREMENTS.

24. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNECTION WITH THE UTILITY TESTS, FLUSHING AND INSPECTIONS AS REQUIRED BY THE LOCAL MUNICIPALITY.

25. SEWER PIPE BEDDING MATERIAL SHALL BE AS SPECIFIED ON THE DRAWINGS. IF LOCAL OR STATE AUTHORITIES REQUIRE DIFFERENT BEDDING OR BACKFILL MATERIAL, THEN THE MORE STRINGENT SHALL APPLY.

26. DRAWINGS DD NOT NECESSARILY SHOW All EXISTING UTILITIES.

UTILITY NOTES (CONT.):

27. ANY WATER METER GREATER THAN e INCHES WILL NEED TO BE PROPERLY RIGHT -SIZED AND THE CALCUlATIONS SHOULD BE BASED UPON AWWA M22 STANDARDS TO SHOW THAT THE EXISTING OR PROPOSED WATER METER IS SIZED PROPERLY. (EITHER CHANGE OF USE OR NOT HAVING A NEPTUNE E -CODER).

28. ANY NEW WATER METERS SHALL BE INSTALLED AT A LOCATION THAT IS UNOBSTRUCTED AND EASILY ACCESSIBLE.

29. THE CONTRACTOR MUST HAVE ANY NEW WATER METERS CONFIGURATION DIAGRAM APPROVED BY THE DEPARTMENT OF PUBLIC WORKS (DPW), PRIOR TO THE ISSUANCE OF ANY UTILITY PERMITS.

30. THE CONTRACTOR SHALL APPLY TO THE DPW OFFICE FOR APPROVAL OF ANY BACKFLOW PREVENTION DEVICE FOR IRRIGATION SYSTEMS, FIRE SUPPRESSION SYSTEMS, CHEMICAL INJECTION SYSTEMS OR ANY OTHER CASE WHERE BACKFLOW PREVENTION IS REQUIRED.

31. THE CONTRACTOR MUST SCHEDULE A CROSS CONNECTION SURVEY PRIOR TO SIGN-OFF ON THE CERTIFICATE OF OCCUPANCY BY THE DPW. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED PRIOR TO THE SURVEY.

32. THE CONTRACTOR SHALL SUBMIT AS-BUILT PLANS ON MYlAR (24"X36") TO THE DPW UPON COMPLETION OF THE PROJECT.

STORMWATER OPERATION & MANAGEMENT:

THE STORMWATER MANAGEMENT SYSTEM (SMS) FOR THIS PROJECT IS OWNED BY THE APPLICANT. THEY SHALL BE LEGALLY RESPONSIBLE FOR LONG-TERM OPERATION AND MAINTENANCE FOR THIS SMS AS OUTLINED IN THE OPERATION AND MAINTENANCE (O&:M) PLAN. SHOULD OWNERSHIP OF THE SMS CHANGE THE SUCCEEDING OWNER WILL BE PRESENTED WITH THE O&:M PLAN AND SUPPORTING ATTACHMENTS AT OR BEFORE LEGAL CONVEYANCE OF OWNERSHIP.

Approved by tlle

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N:\PROJECTS\ 1145~07\C1V1L \DRAW1NGS\CURRENT\ 1145-07 ~ ABBREVIATIONS & NOTES.DWG


REV DATE DESCRIPTION

OWNER:

THE GUTIERREZ COMPANY 200 WHEELER ROAD BURLINGTON, MA

PROJECT:

#68 MIDDLESEX TURNPIKE &

128 WHEELER ROAD BURLINGTON, MA

PROJECT NO. 1145-07 DATE: 07-19-2016

SCALE: 1" ... 20' DWG. NAME: C1145-07

DESIGNED BY: SL CHECKED BY: CMQ

PRJ::PARED BY:


civil & structural engineering+ land surveying environmental consulting+ landscape architecture

www.allenmajor.com 100 COMMERCE WAY

P.O. BOX 2118 WOBURN MA 01888~0ll8

TEL: (781) 935~6889 FAX: (781) 935~2896

WOBURN, MA + LAKEYlLLE, MA + MANCHESTER, NH

THIS DRAWING HAS BEEN PREPARED IN ELEORONIC FORMAT. CUENT/CUENT'S REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES Of DRAWINGS AND SPECIHCATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPEORC APPUCATJON TO THIS PROJEG. ()UE TO THE POTENTIAl THAT THE MAGNETIC INFORMATION MAY Bf MOOIAED UNINTENTIONALLY OR OTHERWISE, AllEN & MAJOR ASSOOATES, INC. MAY REMOVE All INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC MEDIA. PRINTED REPRES£NTAT10NS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN & MAJOR ASSOCIATES, INC.'S WORK PROPUCT.

DRAWING TITLE: SHEET No.

ABBREVIATIONS & NOTES ABB-1 Copyrighi©20J6AJ/on & Major As.wc~, lnr.:.

All Ri hts Reserved

EROSION & SEDIMENTATION CONTROL NOTES: 1 . EROSION CONTROL SHAll BE INSTALLED PRIOR TO CONSTRUCTION AND SHALL BE

ADEQ!JATE TO MAINTAIN SEDIMENT ON SITE. ANY MODIFICATIONS TO SILT CONTROLS SHOWN ON THE APPROVED PLANS AS A RESULT OF ACTUAL FIELD CONDITIONS OR CONSTRUCTION PRACTICES SHALL BE INSTALLED IN ACCORDANCE WITH B.M.P. (BEST MANAGEMENT PRACTICES) PER THE E.P.A. 2008 "CONSTRUCTION GENERAL PERMIT" MAN!JAL, AND MASSACHUSETTS 2003 EROSION & SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUB!JRBAN AREAS, ANY SUCH MODIFICATIONS FROM THE ABOVE MANUALS SHALL BE INSTALLED AS APPROVED BY THE ENGINEER OR THE TOWN OF BURLINGTON.

2. AREAS OF EXPOSED SOIL UNDERGOING CONSTRUCTION THAT WILL NOT BE COVERED AND OR FlNISHED GRADED SHALL B( STABILIZED AS SOON AS PRACTICABLE BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY (UNLESS TOWN HAS STRICTER REQUIREMENTS WHICH SHALL BE FOLLOWED) IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY EROSION CONTROL MEASURES SHALL INCLUDE EROSION CONTROL MESH, NETTING OR MULCH AS DIRECTED BY THE OWNER'S REPRESENTATIVE AND SHOWN ON THE DESIGN PLANS. IF MULCH IS USED. STRAW MULCH SHALL BE APPLIED AT THE RATE OF 4 BALES PER 1 ,000 SQUARE FEET. APPLICATION AREA SHALL BE SUFlFICIENTLY COVERED WITH MULCH TO AVOID ANY VISIBLE SOIL EXPOSURE. MULCH SHALL BE KEPT MOIST TO AVOID LOSS DUE TO WIND. MULCH AND NETTING SHALl BE APPLIED IN THE BASE OF ALL GRASSED WATERWAYS, IN VEGETATIVE SLOPES WHICH EXCEED 15% AND DISTURBED AREAS WITHIN 1 00 FEET OF WETLANDS OR STREAMS.

3. IF DISTURBED AREAS DO NOT RECEIVE FINAL SEEDING BY OCTOBER 1ST OF THE CONSTRUCTION YEAR, THEN ALL DISTURBED AREAS SHALL BE SEEDED WITH A WINTER COVER CROP AT THE RATE OF 3 LBS PER 1 ,DOD SQ!JARE FEET. WINTER SEEDING SHALL BE COVERED WITH EROSION CONTROL MESH (MULCH AND NETTING). HEAVY GRADE MATS SHALL BE USED IN THE BASE OF ALL GRASSED WATERWAYS ON VEGETATE!) SLOPES IN EXCESS OF 15%, AND ANY DisTURBED AREAS WITHIN 100 FEET OF WETLANDS OR STREAMS. MULCH AND NETTING SHALL ALSO BE PROVIDED FOR ADDITIONAL WINTER PROTECTION.

4. ALL TOPSOil SHALL BE COLLECTED, STOCKPILED, SEEDED WITH RYE AT 3LBS PER 1 ,000 SQUARE FOOT AND MULCHED, AND REUSED AS REQUIRED. SILT FENCING SHALL BE PLACED DOWN GRADIENT FROM STOCKPILED LOAM. LOAM SHALL BE STOCKPILED AT LOCATIONS DESIGNATED BY THE OWNER AND ENGINEER.

5. ALL FILTER BARRIERS, SILT SACKS, AND EROSION CONTROL BERMS SHALL BE INSTALLED ACCORDING TO THE EROSION CONTROL PLAN. THESE SHALL BE MAINTAINED DURING DEVELOPMENT TO REMOVE SEDIMENT FROM RUNOff WATER. ALL THE FILTER BARRIERS AND EROSION CONTROL BERMS SHALL BE INSPECTED AFTER ANY RAINFALL OR RUNOFF EVENT, MAINTAINED AND CLEANED UNTIL ALL AREAS HAVE AT LEAST 85-90% VIGOROUS PERENNIAL COVER OF GRASSES.

6. ADJACENT ROADS SHALL BE PERIODICALLY SWEPT OR WASHED TO AVOID TRACKING MUD, DUST OR DEBRIS FROM THE CONSTRUCTION AREA AS OFTEN AS NECESSARY (WHICH COULD BE ON A DAILY BASIS) TO REMOVE ANY SOIL OR SEDIMENTS AT NO ADDITIONAL COST TO THE OWNER. A WATERING TRUCK WILL BE USED TO PERiODICALLY SPRINKLE CONSTRUCTION AREAS IN ORDER TO KEEP THE LEVEL OF DUST TO A MINIMUM DURING THE DRY MONTHS AT NO ADDITIONAL COST TO THE OWNER.

7. THE CONTRACTOR SHALL USE EXTREME CAUTION TO AVOID ALLOWING SEDIMENTS TO ENTER THE STORM DRAIN SYSTEM DURING CONSTRUCTJ()N. BOTH EXISTING AND PROPOSED CATCH BASIN INLETS SHALL BE PROTECTED DURING CONSTRUCTION BY THE USE SILT SACKS AND OR STRAW BALE BARRIERS AROUND EACH INLET AS NOTED ON THE PLANS. INLET PROTECTION MAY BE REMOVED ONLY AFTER FINISHED AREAS ARE PAVED AND THE VEGETATED SLOPES ARE ESTABLISHED WITH AT LEAST 85-90% OF VIGOROUS PERENNIAL GROWTH.

8. AS APPLICABLE, EROSION CONTROL MESH SHALL BE APPLIED IN ACCORDANCE WITH THE PLANS OVER ALL FINISHED SEEDED AREAS AS SPECIFIED ON THE DESIGN PLANS.

9. AT A MINIMUM, ALL STRAW BALES, SILT FENCE AND FILTER FABRIC SHALL REMAIN IN PLACE UNTIL SEEDLINGS OR PLANTINGS HAVE BECOME 85-90% ESTABLISHED. THE TOWN OF BURLINGTON OR THE ENGINEER MUST APPROVE THE REMOVAL OR RELOCATION OF ANY OF THE STRAW BALES AND FILTER FABRIC. ONCE THE STRAW BALES AND SILT FENCE IS REMOVED THE AREAS ARE TO BE LOAM AND SEEDED TO ACHIEVE FULL STABILIZATION.

10. AT THE OWNER'S DISCRETION ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED TO MAINTAIN STABILITY Of EARTHWORKS AND FINISHED GRADED AREAS. THE CONTRACTOR, AT HIS EXPENSE, WILL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ANY ADDITIONAL MEASURES AS SPECifiED BY THE OWNER. THIS INCLUDES BUT IS NOT LIMITED TO REQUESTS BY MA OEP. THE ENGINEER AND THE MUNICIPALITY, AS AUTHORIZED BY THE OWNER. FAILURE TO COMPLY WITH THE OWNER'S DIRECTIONS WILL RESULT IN DISCONTINUATION OF CONSTRUCTION ACTIVITIES.

11. INSPECTIONS AND MONITORING MAINTENANCE MEASURES SHALL BE APPLIED AS NEEDED DURING THE ENTIRE CONSTRUCTION CYCLE. WEEKLY INSPECTIONS SHALL BE HELD THROUGH THE DURATION OF CONSTRUCTION ACTIVITY. WEEKLY INSPECTION REPORTS SHALL BE MAINTAINED BY THE CONTRACTOR AND LOCATED IN THE CONTRACTORS FIELD OFFlCE ONSITE. IN ADDITION TO THE NORMAL WEEKLY INSPECTIONS, THE CONTRACTOR SHALL PERFORM AN INSPECTION OF ALL EROSION CONTROL MEASURES AFTER EACH RAINFALL OR RUNOFF EVENT, AND PERFORM THE NECESSARY REPAIRS. THE INSPECTIONS SHAll INCLUDE BUT NOT BE LIMITED TO THE SITE'S DOWN STREAM DISCHARGE POINTS.

12. IF ANY EVIDENCE OF SEDIMENTATION IS OBSERVED AT THE STORMWATER MANAGEMENT AREA INLETS, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, PROVIDE A PLAN TO THE ENGINEER TO REMOVE ANY ACCUMULATED SEDIMENT IN THESE AREAS. THE CONTRACTOR SHALL ALSO IMMEDIATELY PROVIDE ADDITIONAL ON SITE EROSION AND SEDIMENTATION CONTROL MEASURES TO PREVENT FURTHER DEGRADATION OF THE AREA.

13. FOLLOWING THE TEMPORARY OR FINAL SEEDINGS, THE CONTRACTOR SHALL INSPECT THE WORK AREA SEMI-MONTHLY TO ENSURE THE AREAS HAVE A MINIMUM OF 85-90% VEGETATED VIGOROUS GROWTH. RE-SEEDING SHALL BE CARRIED OUT BY THE COttTRACTOR WITH FOLLOW UP INSPECTIONS IN THE EVENT OF ANY FAILURES UNTIL VEGETATION IS ADEQUATELY ESTABLISH!ED.

14. CONTRACTOR & ALL SITE SUBCONTRACTORS SHALL BE FAMILIAR WITH & FOLLOW ALL APPROVED PERMITS AND CONDITIONS. CONTRACTOR SHALL MAINTAIN A COPY OF ALL APPROVED PERMITS ONSITE, INCLUDING THE ORDER OF CONDITIONS FROM THE BURLINGTON ZONING BOARD Of APPEALS. ALL CONDITIONS & RECOMMENDATIONS WITHIN THE APPROVED PERMITS SHALL BE COMPLETED.

15. ALL EROSION MEASURES SHALL BE INSTALLIED PRIOR TO CONSTRUCTION AND SHALL BE ADEQUATE TO MAINTAIN SEDIMENT ON SITE. ANY MODIFICATIONS SHALL BE INSTALLED AS DIRECTED BY THE ENGINEER OR THE TOWN OF BURLINGTON.

16. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED DURING CONSTRUCTION, AND SHALL REMAIN IN PLACE UNTIL ALL SITE WORK IS COMPLETE AND GROUND COVER IS ESTABLISHED.

17. TOP OF STOCKPILES SHALL BE COVERED IN SUCH MANNER THAT STORMWATER DOES NOT INFILTRATE THE MATERIALS AND THEREBY RENDER THE SAME UNSUITABLE FOR FILL USE.

Approvt.>d b>' thv BURUNGfON PLANNh'\JG HOARD

~-~------~Chainrmn

Application Fikd 2 • 3- ~t"' Be;tringDate 3- \") . .;I.0\<0 I1an Appwwd 3 • 1'1- 8. Ol ~

EROSION & SEDIMENTATION CONTROL NOTES {CONT.): 18. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH

MULCH OR SEEDED FOR TEMPORARY VEGETATIVE COVER. NO AREA, SUBJECT TO EROSION SHALL BE LEFT DISTURBED AND UNSTABILIZED FOR PERIODS LONGER THAN IS ABSOLUTELY NECESSARY TO CARRY OUT THAT PORTION OF THE CONSTRUCTION WORK OR SIX MONTHS AFTER SOIL HAS BEEN DISTURBED WHICHEVER IS LESS.

19. CULVERT/PIPE INLETS AND OUTFALLS SHALL BE PROTECTED BY STRAW BALE FILTERS AND STONE CHECK DAMS UNTIL DISTURBED AREAS ARE PERMANENTLY STABILIZED.

20. STRAW BALE DIKES SHALL BE CONSTRUCTED AT ALL EXISTING & PROPOSED CATCH BASINS. NO SEDIMENTATION SHALL ENTER THE ON-SITE OR OFF -SITE DRAINAGE SYSTEMS AT ANY TIME.

21. ALL EROSION CONTROL MEASURES SHALL BE ROUTINELY INSPECTED, CLEANED AND REPAIRED OR REPLACED AS NECESSARY THROUGHOUT ALL PHASES OF CONSTRUCTION. IN ADDITION, INSPECTION SHALL TAKE PLACE WEEKLY AND BEFORE AND AFTER EACH RAINFALL EVENT.

22. ALL PROPOSED SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH JUTE MESH AND PROTECTED FROM EROSION UNTIL WORK IS COMPLETE AND GROUND COVER IS ESTABLISHED.

23. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES ADDITIONAL STRAW BALlES AND EXTRA SILTATION FENCING FOR INSTALLATION AT THE DIRECTION OF THE ENGINEER OR THE TOWN ENGINEER TO MITIGATE ANY EMERGENCY CONDITION.

24. AS CONSTRUCTION DISTURBANCE IS GREATER THAN 1 ACRE, A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION GENERAL PERMIT NOI, AND STORM WATER POLLUTION PREVENTION PLAN (SWPPP) WILL NEED TO BE SUBMmED TO THE EPA. THE NPDES PERMIT FOR STORM WATER DISCHARGE, & CONSTRUCTION GENERAL PERMIT NO! WILL BE REQUIRED TO BE SUBMmED AT LEAST 14 DAYS PRIOR TO COMMENCING CONSTRUCTION BY THE CONTRACTOR.

25. OWNER AND CONTRACTOR ARE RESPONSIBLE FOR COMPLIANCE WITH THE CONSTRUCTION GENERAL PERMIT NOI. WEEKLY SWPPP INSPECTION REPORTS TO BE PERFORMED BY CONTRACTOR. COPIES OF ALL SWPPP INSPECTION REPORTS SHALL BE PROVIDED TO THE TOWN OF BURLINGTON, EPA, DEP, OR ANY OTHER AUTHORITY REQUESTING WITHIN 3 DAYS OF EACH INSPECTION.

26. APPLICABLE WORK AND MATERIALS SHALL COMPLY WITH ALL TOWN OF BURLINGTON, MA DEP, EPA CONSTRUCTION GENERAL PERMIT STANDARDS. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE SITE > PLAN REGULATIONS FROM THE TOWN OF BURLINGTON AND USDA SOIL CONSERVATION SERVICE VEGETATNE PRACTICES IN SITE DEVELOPMENT.

27. A WATERING TRUCK SHALL BE USED TO PERIODICALLY SPRINKLE CONSTRUCTION AREAS IN ORDER TO KEEP THE LEVEL OF DUST TO A MINIMUM DURING THE DRY MONTHS AND AS REQUIRED.

28. IF DEWATERING IS NECESSARY IT SHALL ONLY BE COMPLETED AS FOLLOWS: THE DISCHARGE SHALL BE STOPPED IMMEDIATELY IF THE RECEIVING AREA SHOWS ANY SIGN OF INSTABILITY OR EROSION. ALL CHANNELS, SWALES, AND DITCHES DUG FOR DISCHARGING WATER FROM THE EXCAVATED AREA SHALL BE STABLE PRIOR TO DIRECTING DISCHARGE TO THEM. IF A CONSTRUCTION EQUIPMENT BUCKET IS USED, IT SHALL EMPTY THE MATERIAL TO A STABLE AREA. NO DEWATERING SHALL OCCUR DURING PERIODS OF INTENSE, HEAVY RAIN. FLOW TO THE SEDIMENT REMOVAL STRUCTURE SHALL NOT EXCEED THE STRUCTURES CAPACITY TO SETTLE AND FILTER FLOW OR IS VOLUME CAPACITY. WHENEVER POSSIBLE, THE DISCHARGE FROM THE SEDIMENT REMOVAL STRUCTURE SHALL DRAIN TO A WELL -VEGETATED BUFFER BY SHEET FLOW WHILE MAXIMIZING THE DISTANCE TO THE NEAREST WATER RESOURCE AND MINIMIZING THE SLOPE OF THE BUFFER AREA. THERE SHALL BE NO DIRECT DISCHARGE TO EXISTING WETLANDS OR STREAMS. ALL DISCHARGE SHALL BE IN COMPLIANCE WITH STATE, LOCAL, AND FEDERAL REQUIREMENTS.

29. INITIATE STABILIZATION OF EXPOSED AREAS IMMEDIATELY IF CONSTRUCTION WORK TEMPORARILY OR PERMANENTLY CEASES.

30. ALL DISCHARGES FROM POLLUTION SOURCES ARE PROHIBITED ONSITE SUCH AS FUELS, WASTEWATER FROM WASH OUT OF CONCRETE, WASTEWATER FROM CLEAN OUT OF PAINTS, FORM RELEASE OILS, SOLVENTS, ADHESIVES, CURING COMPOUNDS, POLLUTANTS USED FOR MAINTENANCE OF VEHICLES AND EQUIPMENT, SOAPS & SOLVENTS, TOXIC OR HAZARDOUS SUBSTANCES, CHEMICALS AND OILS. IF A POLLUTANT IS DISCHARGED IT NEEDS TO BE IMMEDIATELY CLEANED UP BY REMOVING THE CHEMICAL AND AFFECTED SOIL OR AREA OF SPILL FROM THE SITE IN ACCORDANCE WITH BOTH THE MANUFACTURER RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL REQUIREMENTS. DO NOT HOSE DOWN AND SPREAD SPILLED ITEM. ALL CHEMICALS USED ON THE SITE SHALL BE IN LEAK-PROOF CONTAINERS STORED AWAY FROM WETLANDS, SURFACE WATERS, STORMWATER INLETS, AND DRAINAGE MEASURES. SPILL KITS SHALL BE AVAILABLE ONSITE FOR EMERGENCY USE. THERE SHALL BE A SECONDARY CONTAINMENT MEASURE OF ALL CHEMICALS IN ADDITION TO SPILL -PROOF CONTAINERS.

31. PRIOR TO COMMENCEMENT OF CONSTRUCTION, APPLICABLE CONTRACTOR PERSONNEL MUST HAVE AN UNDERSTANDING OF THE EPA CONSTRUCTION GENERAL PERMIT REQUIREMENTS AND THEIR SPECIFIC RESPONSIBILITIES UNDER THE PERMIT. AT A MINIMUM, PERSONNEL MUST BE TRAINED AND UNDERSTAND THE FOLLOWING: LOCATION OF ALL STORMWATER CONTROLS AND HOW TO MAINTAIN THEM, PROCEDURES FOR COMPLYING WITH THE POLLUTION PREVENTION REQUIREMENTS. PROCEDURES FOR CONDUCTING INSPECTIONS, RECORDING FINDINGS, AND TAKING CORRECTIVE ACTION.

32. ALL SEDIMENT TRACKED ONTO ROADWAYS MUST BE REMOVED AT END OF EACH WORK DAY.

33. ALL USE OF CATIONIC TREATMENT CHEMICALS (EXAMPLES INCLUDE POLYMERS, CHITOSAN, CATIONIC PAM, FLOCCULANTS OR OTHER CHEMICAL UTILIZED FOR STABILIZATION) ARE PROHIBITED. IF ALL OTHER AVAILABLE STABILIZATION MEASURES ARE NOT POSSIBLE AND USE OF CATIONIC CHEMICALS IS ABSOLUTELY NECESSARY THE CONTRACTOR WILL NEED TO CONTACT THE EPA NEW ENGLAND OFFICE IN WRITING FOR APPROVAL AND SPECIFIC REQUIREMENTS (MAXIMUM DOSAGE RATE, RESIDUAL TESTING, SPECIFIC LIMITATIONS, ETC) PRIOR TO USE.

34. IF USING NON-VEGETATIVE STABILIZATION MEASURES, IT MUST BE COMPLETED NO LATER THAN 14 DAYS AFTER INITIATING STABILIZATION. ALL AREAS OF EXPOSED SOILS MUST BE COVERED.

35. INSPECTIONS OF EROSION CONTROL MEASURES SHALL BE AT LEAST ONCE EVERY 7 DAYS BY THE CONTRACTOR. AT A MINIMUM INSPECTIONS SHALL INCLUDE ALL DISTURBED AREAS, ALL STORMWATER CONTROLS AND POLLUTION PREVENTION MEASURES, ALL LOCATIONS WHERE STABILIZATION MEASURES HAVE BEEN IMPLEMENTED, EQUIPMENT AND MATERIAL STORAGE AREAS. ALL AREAS WHERE STORMWATER FLOWS AND ALL POINTS OF DISCHARGE. WHEN CORRECTIVE ACTIONS ARE REQUIRED, THE CONTRACTOR MUST IMMEDIATELY TAKE ALL STEPS TO PREVENT POLLUTANT DISCHARGES UNTIL A PERMANENT SOLUTION IS IMPLEMENTED. AS NECESSARY NEW OR MODIFIED CONTROLS MUST BE INSTALLED AND OPERATIONAL, THE REPAIR MUST BE COMPLETED WITHIN 7 DAYS FROM THE TIME OF DISCOVERY. WITHIN 24 HOURS OF A TRIGGERING CONDITION OCCURRING THAT REQUIRES A CORRECTIVE ACTION, A CORRECTIVE ACTION REPORT MUST BE COMPLETED.

36. ALL SEDIMENT CONTROL DEVICES (SILT SACKS) INSTALLED WITHIN THE TOWN'S RIGHT -OF -WAY, MUST BE MAINTAINED, INSPECTED, CLEANED AND REPLACED AS NECESSARY TO PREVENT POSSIBLE FLOODING ISSUES DURING RAIN EVENTS.

37. ONCE THE SITE IS STABILIZED AND APPROVAL IS GRANTED BY THE TOWN OF BURLINGTON CONSERVATION COMMISSION/DEPARTMENT, ANY SEDIMENT CONTROL DEVICES MUST BE REMOVED BY THE CONTRACTOR AS SOON AS POSSIBLE.

MAINTENANCE:

ALL MEASURES STATED ON THE STORMWATER POLLUTION PREVENTION PLANS, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION BY CONTRACTOR UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLIE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:

1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION.

2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A HEALTHY STAND OF GRASS IS MAINTAINED. AREAS SHOULID BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED.

3. ALL SEDIMENT CONTROLS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE TUBULAR SEDIMENT CONTROLS WHEN IT REACHES HALF THE HEIGHT OF THE CONTROL MEASURE OR AS REQUESTED BY THE OWNER OR ENGINEER.

4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND.

5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLIE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND.

6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%.

ABBREVIATIONS: ABAN ABANDON ADA AMERICANS WITH OISABILITIES ACTS AOJ ADJUST

B BORING BC BOTTOM OF CURB BIT BITUMINOUS BLDG BUILDING BM BENCH MARK BOS BOTTOM OF SLOPE BOW BOTTOM OF WALL BV&B BUTTERFLY VALVE & BOX BVW BORDERING VEGETATED WETLAND

CATV CB CF CFS Cl CL CLDI CLF CMP co CONC CONST

CONT CRD CUL CY

OB DBL OEM DET 81A DIM DMH DW DWG DYCL

EHH EL ELEC EMH EOP EOR EOW ETC EXIST EXT FCC FES FFE FPS FS FT

GC GEN GG GR GRAN GV GV&B GW

H HOR HT HW HWY HYD

ID IN INCL INST INV, I.E.

CABLE TELEVISION CATCH BASIN CUBIC FEET CUBIC FEET PER SECOND CAST IRON (PIPE) CENTERLINE CEMENT LINED DUCTILE IRON (PIPE) CHAIN LINK FENCE CORRUGATED METAL PIPE CLEAN OUT CONCRETE CONSTRUCTION

CONTRACTOR COORDINATE CULVERT CUBIC YARD

DISTRIBUTION BOX DOUBLE DEMOLISH DETENTION DIAMETER DUCTILE IRON (PIPE) DIMENSION DRAIN MANHOLE DOMESTIC WATER (OR ORY WELL) DRAWING DOUBLE YELLOW CENTERLINE

ELECTRIC HANDHOLE ELEVATION ELECTRIC ELECTRIC MANHOLE EDGE OF PAVEMENT EDGE OF ROAD EDGE OF WETLANDS ELECTRIC, TELEPHONE, CABLE EXISTING EXTERIOR FLUSH CONCRETE CURB FLARED END SECTION FINISH FLOOR ELEVATION FEET PER SECOND FIRE SERVICE FOOT/FEET

GENERAL CONTRACTOR GENERAL GAS GATE GUIDE RAIL GRANITE GATE VALVE GATE VALVE & BOX GROUND WATER

HORIZONTAL HORIZONTAL HEIGHT HEADWALL HIGHWAY HYDRANT

INSIDE DIAMETER INCHES INCLUDE INSTALLED INVERT, INVERT ELEVATION

CONSTRUCTION GENERAL PERMIT NOTES AND NARRATIVE:

NARRATIVE: THE STORMWATER POLLUTION PREVENTION PLANS CONSIST OF THE EROSION CONTROL PLANS TOGETHER WITH AN EXISTING CONDITIONS PLANS, GRADING PLANS, ABBREVIATIONS AND NOTES SHEETS, AND DETAIL SHEETS.

THE EROSION CONTROL PLAN WILL BE IMPLEMENTED TO:

A. TREAT EROSION AS SOON AS POSSIBLE AFTER DISTURBANCE.

B. PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION AREA AND ENTERING THE RECEIVING WATERS.

C. CONSTRUCTION ACTIVITIES SHALL BE SCHEDULED TO MINIMIZE EROSION.

D. ONLY DISTURB, CLEAR, OR GRADE AREAS NECESSARY FOR CONSTRUCTION.

L LP

MAT MAX MH MIN MISC MTD MW

N NIC NO NTS

oc OD OHW OVHD ow PC PCC PI PL POC POT PRC PROP, P PT PVC

R&R R&S RCP RD RELOC REM RET ROW RR RWY

SD SF SGC SMH SP SPEC STA STD SWEL sw SWLL SYCL

TB TC TD TEL, T TMH TOS TOW TP TYP

UD UP

v VCP VERT VGC

WG WM WMH wso

LENGTH LIGHT POLE

MATERIAL MAXIMUM MANHOLE MINIMUM MISCELLANEOUS MOUNTED MONITORING WELL

NORTH NOT IN CONTRACT NUMBER NOT TO SCALE

ON CENTER OUTSIDE DIAMETER OVERHEAD WIRE OVERHEAD OBSERVATION WELL

POINT OF CURVATURE PRECAST CONCRETE CURB POINT OF INTERSECTION PROPERTY LINE POINT ON CURVATURE POINT ON TANGENT POINT OF REVERSE CURVATURE PROPOSED POINT (OR POINT OF TANGENT) POLYVINYL CHLORIDE (PIPE)

REMOVE & RESET /REPLACE REMOVE & STACK REINFORCED CONCRETE PIPE ROAD (OR ROOF DRAIN) RELOCATE REMOVE RETAIN, RETAINING OR RETENTION RIGHT OF WAY RAILROAD ROADWAY

SUB DRAIN SQUARE FEET SLOPED GRANITE CURB SEWER MANHOLE STANDPIPE SPECIFICATION STATION STANDARD SOLID WHITE EDGE LINE SIDEWALK SOLID WHITE LANE LINE SOLID YELLOW CENTERLINE

TEST BORING TOP OF CURB TRENCH DRAIN TELEPHONE TELEPHONE MANHOLE TOP OF SLOPE TOP OF WALL TEST PIT TYPICAL

UNDERDRAIN UTILITY POLE

VERTICAL VITRIFIED CLAY PIPE VERTICAL VERTICAL GRANITE CURB

WATER GATE WATER MAIN WATER MANHOLE WATER SHUTOFF

N:\PROJ£CTS\ 1745-07\CIVIL \DRAWINGS\ CURRENT\ 1145-07 - ABBREVIATIONS & NOTES.OWG

PROFESSIONAL ENGINEER FOR ALLEN & MAJOR ASSOCIATES. INC.


OWNER:


PROJECf:



PROJECf NO. 1145-Q7 DATE: 07-19-2016

SCALE: 1• ... 20' DWG. NAME: C1145-Q7


PREPARED BY:


civil & structural engineering • land surveying environmental consulting+ landscape architecture

www.allenmajor.com

100 COMMERCE WAY P.O. BOX 2ll8

WOBURN MA 01888-0118 TEL: (781) 935-6889 FAX: (781) 935-2896

WOBURN, MA + LAKEVILLE, MA + MANCHESTER, NIJ

THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CUENT/CUENrS REPRESENTATIVE OR CONSUlTANT MAY BE PROVIDED COPIES Of DRAWINGS AND SPEOFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPEOFIC APPUCATION TO THIS PROJECT. DUE TO THE POTENTIAL 1HAT THE MAGNETIC INFORMATION MAY BE MODIAEP UNINTENTIONALLY OR OTHERWISE, AllEN & MAJOR ASSOCIATES, INC. MAY REMOVE All INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGN£11C M£0lA. PRINTED REPRESENTATIONS OF THE DRAW1NGS AND SPEOFICATIONS ISSUED SHAll BE THE ONlY RECORD COPtES Of AllEN & MAJOR ASSOCIATES, INC.'S WORK PRODUCT.


ABBREVIATIONS & NOTES ABB-2 Copyri[Jhi@:!0/6 Allcn & Majw Associ!UCS, Inc.

All Ri 1i3 R<=rVed

PERMIT CONDITIONS: . . .

ALL CONTRACTORS PERFORMING WORK ON-SITE SHALL REVIEW THE FOLLOWING ORDERS OF CONDITION REQ!JIRED BY THE TOWN OF BURLINGTON. IF ANY CONDITIONS CONFLICT WITH REQ!JlRED WORK THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IMMEDIATELY TO DETERMINE A RESOLUTION.

1. THE APPLICANT HAS SUBMITTED THE FOLLOWING SITE PLANS AND TECHNICAL DOCUMENTS AS PART OF THE REQUESTED APPLICATION:

A.SITE PLANS ENTITLED "SITE REDEVELOPMENT PLANS FOR {f68 MIDDLESEX TURNPIKE & #128 WHEElER ROAD, BURUNGTON, MA 01803" PREPARED BY ALLEN & MAJOR ASSOCIATES, INC. DATED FEBRUARY 3, 2016, REVISED TO MARCH 10, 2016.

B.SITE PLAN APPLICATION AND ACCOMPANYING MATERIALS PREPARED BY RIEMER & BRAUNSTEIN LLP DATED FEBRUARY 3, 2016.

L TRAFFIC ASSESSMENT PREPARED BY TEC ENTITLED "PROPOSED RESTAURANT DEVELOPMENT TRAFFIC ASSESSMENT REPORT" DATED MARCH 3, 2016; AND,

ii. DRAINAGE ANALYSIS PREPARED BY ALLEN & MAJOR ASSOCIATES, INC. TITLED "STORMWATER MANAGEMENT REPORT" DATED FEBRUARY 3, 2016.

2. PRIOR TO ENDORSEMENT OF THE SITE PLAN BY THE PLANNING BOARD, THE PLAN SHALL BE REVISED TO REFLECT THE FOLLOWING REVISIONS:

3.

4.

5.

6.

7.

8.

A. THE CURBING ON SITE SHALL BE REVISED TO REFLECT THE CURBING SHOWN ON THE RED-LIN!;D PLAN SUBMITTED TO THE PLANNING DEPARTMENT ON MARCH 17, 2016, ENTITLED CURBING REVISION WITH VERTICAL GRANITE ClJRBING USED ADJACENT TO ALL SIDEWALKS.

8. A DETAIL OF THE PROPOSED LANDSCAPE BARRIERS SHALL BE ADDED TO THE PLAN SET. THESE BARRIERS SHALL ACT TO HELP BLOCK ANY VEHICULAR MOVEMENT TOWARD THE RESTAURANT.

C.ALL SIDEWALKS ON SITE SHALL BE A MINIMUM OF 5-FEET IN WIDTH IN THE TRAVEL AREA. If IN THE FUTURE OUTDOOR PATIO SEATING IS PROPOSED THIS TRAVEL WAY SHALL BE KEPT FREE AND CLEAR.

D. THE AREA WEST Of THE BUILDING SHALL BE CONSIDERED TO BE CONVERTED FROM GREENSCAPE TO SIDEWALK TO SERVE CUSTOMERS PARKING ALONG THAT EDGE OF THE BUILDING.

ROADWAY IMPROVEMENTS ARE UNDERWAY ALONG MIDDLESEX TURNPIKE IN THIS AREA INCLUDING CONSTRUCTION OF A SIDEWALK ALONG THE FRONTAGE. THE SIDEWALK SHALL BE A MINIMUM OF 5 FEET WIDE. IF THERE IS ANY IMPEDIMENT TO PROVIDING A 5-FOOT SIDEWALK ALONG THIS FRONTAGE WITHIN THE RIGHT OF WAY, THE APPL!CANT AND/OR PROPERTY OWNER SHALL ALLOW AND PROVIDE AN EASEMENT FOR SAID SIDEWALK TO BE PARTIALLY ON THE SUBJECT PROPERTY.

THE APPLICANT AND/OR PROPERTY OWNER SHALL B£;: CONSIDERED ADVISED OF THE DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP) MORATORIUM RESTRICTING CHANGES IN USE AND INCREASES Of DISCHARGE INTO EXISTING SEWER LINES. WATER AND SEWER USAGE CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT AND THE STATUS OF SEWER ALLOTMENT SHALL BE RESOLVED PRIOR TO THE ISSUANCE Of ANY BUILDING PERMITS.

THE APPLICANT AND/OR PROPERTY OWNER SHALL COMPLY WITH ALL BUILDING SAFETY CODES, AND ALL RECOMMENDATIONS AND CONDITIONS OF THE INSPECTOR OF BUILDINGS PERTAINING TO SUCH CODES. THE APPLICANT AND/OR PROPERTY OWNER SHALL SUBMIT TO THE BUILDING t)EPARTMENT STRLICTURAL DRAWINGS FOR ALL RETAINING WALLS, DESIGNED AND CERTIFIED BY A PROFESSIONAL STRUCTURAL ENGINEER.

THE APPLICANT AND/OR PROPERTY OWNER SHALL COMPLY WITH ALL CONDITIONS OF THE EROSION AND SEDIMENTATION CONTROL PERMIT ISSUED BY THE CONSERVATION COMMISSION. IN THE EVENT THAT THE CONDfTIONS OF THE CONSERVATION COMMISSION NECESSITATE ANY REVISION TO THE APPROVED SITE PLAN, THE APPLICANT AND/OR PROPERTY OWNER SHALL BE REQUIRED TO SUBMIT A REVISED PLAN FOR PLANNING BOARD AIPPROVAL IN ACCORDANCE WITH THE PLANNING BOARD'S SITE PLAN RULES AND REGULATIONS.

NO CONSTRUCTION ACTIVITY SHALL TAKE PLACE PRIOR TO 7:00 A.M. OR AFTER 7:00 P.M., MONDAY THROUGH SATURDAY, AND NO CONSTRUCTION SHALL BE PERMITTED ON SUNDAYS, EXCEPT AS MAY BE WAIVED OR OTHERWISE AUTHORIZED BY THE BOARD OF SELECTMEN AND POLICE CHIEF.

THE APPLICANT AND/OR PROPERTY OWNER SHALL COMPLY WITH THE FOLLOWING CODES, RECOMMENDATIONS AND CONDITIONS OF THE BURLiNGTON BOARD OF HEALTH:

a)PRIOR TO ANY ONSITE EXCAVATION/CONSTRUCTION ACTIVITIES, A MA LICENSED SITE PROFESSIONAL (LSP} MUST DETERMINE WHETHER OR NOT A RELEASE ABATEMENT MEASURE (RAM) PLAN MUST BE PREPARED IN ACCORDANCE WITH THE MCP (31 0 CMR 40 .. 0000) AND DEP POLICY #WSC-00-425. IF REQUIRED, THE RAM PLAN MUST BE SUBMITTED PRIOR TO ANY ONSITE EXCAVATION/CONSTRUCTION ACTIVITIES AND THE BOARD OF HEALTH NOTIFIED OF THE SUBMITTAL.

b)PRIOR TO ANY ONSITE EXCAVATION/CONSTRUCTION ACTIVITIES, THE BOARD OF HEALTH REQUIRES THAT THE PROPONENT PRESENT A WELL MANAGEMENT PLAN. THIS PLAN SHOULD IDENTIFY ANY EXISTING SITE MONITORING WELLS AND MCP DISPOSAL SITE BOUNDARIES (FOR RTN 3-30329 AND RTN 3-0267) ON THE SITE PLAN. A MONITORING WELL INVENTORY RECORD SHOULD BE INCLUDED WHICH LISTS THE FOLLOWING FOR ANY EXISTING WELLS: WELL DESIGNATION, TYPE OF WELL CONSTRUCTION, DEPTH, AND SCREEN INTERVAL THE PLAN SHALL INDICATE: (A} MONITORING WELLS THAT WILL BE OR HAVE BEEN PROPERLY DECOMMISSIONED IN ACCORDANCE WITH THE BURLINGTON PRIVATE WELL REGULATIONS; (B) EXISTING MONITORING WELLS, IF ANY, THAT WILL BE MAINTAINED AND HOW THESE WELLS WILL BE MAINTAINED DURING CONSTRUCTION ACTIVITIES; AND (C) IF NEW OR ADDITIONAL MONITORING WELLS ARE REQUIRED FOR FURTHER SITE ASSESSMENT, INDICATE THE APPROXIMATE PROPOSED LOCATION ON A SITE PLAN. ANY NEW MONITORING WELLS WILL REQUIRE A WELL INSTALLATION PERMIT FROM THE BOARD OF HEALTH.

c)PRIOR TO ANY ONSITE EXCAVATION/CONSTRUCTION ACTIVITIES, THE BOARD OF HEALTH REQUIRES THAT THE PROPONENT PRESENT A WRITTEN STATEMENT INDICATING THAT THE LSP OF RECORD FOR l'HE FORMER U.S. WIND POWER SITE (RTN 3-0267) HAS KNOWLEDGE OF THE DEVELOPMENT PLANS FOR THE SITE AND IS OF THE OPINION THAT PROPOSED ONSITE ACTIVITIES (INSTALLATION OF DRAINAGE STRUCTURES, BUILDING CONSTRUCTION, BLASTING/BEDROCK REMOVAL ACTIVITIES, AND/OR DEWATERING) WILL NOT, IN ANY WAY, AFFECT CURRENT AND PLANNED REMEDIAL ACTIVITIES AND WilL NOT EXACERBATE SITE CONTAMINATION OR CAUSE CONTAMINANTS TO MOVE OFF-SITE. Appnwd by !he:

BURUNGITh'< PL-ANNING BOARD _______ Chainnau

PERMIT CONDITIONS (cont.):

d)PRIOR TO ANY ONSITE EXCAVATION/CONSTRUCTION ACTIVITIES AS PART OF THIS PROJECT, THE LSP FOR THE PROJECT SITE MUST SUBMIT A WRITTEN STATEMENT TO THE BOARD OF HEALTH TO INCLUDE AN OPINION AS TO WHETHER PROPOSED SITE ACTIVITIES (INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF UNDERGROUND UTILITIES, BLASTING/BEDROCK REMOVAL ACTIVITIES, DEWATERING) WILL AFFECT LOCALIZED DIRECTION AND RATE OF GROUNDWATER FLOW AND/OR LOCALIZED CHANGES IN THE MIGRATION OF CONTAMINANTS DURING AND/OR AFTER DEVELOPMENT.

e)IF EXCAVATION DEWATERING IS REQUIRED, AN LSP MUST DETERMINE IF GROUNDWATER OR SURFACE WATER SHOULD BE MANAGED AND HANDLED AS REMEDIATION WASTEWATER AS DEFINED UNDER THE MA CONTINGENCY PLAN (310 CMR 40.0040).

f) ANY FILL MATERIAL BROUGHT ON-SITE SHALL BE FREE OF ASPHALT OR DEBRIS AND SHALL NOT CONTAIN ANY OILS OR HAZARDOUS MATERIALS. DOCUMENTATION INDICATING THE SOURCE OF THE FILL AND/OR SOIL TESTING RESULTS MUST BE SUBMITTED TO THE BOARD OF HEALTH.

g)THE BOARD OF HEALTH REQUIRES A VAPOR BARRIER SYSTEM BE INCLUDED IN THE BUILDING CONSTRUCTION. THE VAPOR BARRIER SYSTEM MUST BE IN CONFORMANCE WITH THE MASSACHUSETTS VAPOR INTRUSION GUIDANCE WSC#-14-435, SECTION 3.4.2.3. THE PROPERTY OWNER OR REPRESENTATIVE MUST SEND A LETTER TO THE BOARD OF HEALTH CERTIFYING THAT THE VAPOR BARRIER SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE MASSACHUSETTS VAPOR INTRUSION GUIDANCE WSC#-14-435, SECTION 3.4.2.3.

h)RESULTS OF ANY SOIL-GAS OR INDOOR AIR QUALITY SAMPLING SHALL BE PROVIDED TO THE BOARD OF HEALTH.

i) THE PROPONENT/OWNER SHALL COMPLETE BOARD OF HEALTH PRE -DEMOLITION/PRE -RENOVATION INSPECTION CHECKLISTS PRIOR TO DEMOLITION OF THE BUILDING AT 68 MIDDLESEX TURNPIKE AND PRIOR TO THE RENOVATION OF THE BUILDING AT 128 WHEELER ROAD.

j) PRIOR TO CONSTRUCTION ACTIVITIES AT 68 MIDDLESEX TURNPIKE, THE 4,000 GALLON UNDERGROUND STORAGE TANK (UST) AND ANY OIL/WATER SEPAIRATORS MUST BE REMOVED. AN ASSESSMENT OF THE UST AND ANY OIL/WATER SEPARATORS MUST BE PERFORMED IN ACCORDANCE WITH MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION POLICY WSC-402-96. SHOULD ANY OTHER USTS BE IDENTIFIED, THE BOARD OF HEALTH MUST BE NOTIFIED AND AN ASSESSMENT MUST BE PERFORMED IN ACCORDANCE WITH MA DEP POLICY WSC-402-96.

k)STORMWATER AND RUN-OFF MANAGEMENT PLAN SUBMITTAL FORM MUST BE SUBMITTED IN CONFORMANCE WITH THE BOARD OF HEALTH REGULATIONS FOR STORMWATER AND RUNOFF MANAGEMENT.

I) SHOULD RELEASES OF OIL AND/OR HAZARDOUS MATERIALS OR OTHER CONDITIONS BE ENCOUNTERED DURING PROPOSED SITE ACTIVITIES, THE TOWN OF BURLINGTON TOXIC AND HAZARDOUS MATERIALS BYLAW REQUIRES THAT THE BOARD OF HEALTH BE NOTIFIED OF SUCH RELEASES.

m) SHOULD ANY SEPTIC SYSTEMS OR SYSTEM COMPONENTS BE IDENTIFIED DURING SITE DEVELOPMENT, THE BOARD OF HEALTH MUST BE NOTIFIED AND SOIL SAMPLES MUST BE COLLECTED FROM THE SOILS SURROUNDING THE SYSTEM AND SUBMmED TO THE BOARD OF HEALTH. ANY IDENTIFIED SEPTIC SYSTEMS OR SYSTEM COMPONENTS WILL BE REQUIRED TO BE PROPERLY PUMPED AND DECOMMISSIONED IN ACCORDANCE WITH APPLICABLE BOARD OF HEALTH AND MADEP TITLE V REGULATIONS.

n)SHOULD ANY UNDERGROUND INJECTION CONTROL WELLS BE IDENTIFIED DURING SITE DEVELOPMENT, THE BOARD OF HEALTH MUST BE NOTIFIED AND AN ASSESSMENT MUST BE PERFORMED IN ACCORDANCE WITH THE "MASSACHUSETTS CLOSURE GUIDANCE FOR UNDERGROUND INJECTION CONTROL (UIC) WELLS", EFFECTIVE DATE JULY 3, 2008.

o)NO BLASTING WILL OCCUR ON-SITE WITHOUT BOARD OF HEALTH NOTIFICATION. IF BLASTING IS PROPOSED, THE PROPONENT WILL HAVE TO OBTAIN A PERMIT FROM THE FIRE DEPARTMENT.

p)THE APPLICANT MUST SUBMIT A REVISED STORMWATER OPERATION & MAINTENANCE PLAN WHICH INDICATES THAT THE STORMWATER MANAGEMENT SYSTEM WILL BE INSPECTED/MAINTAINED AT LEAST FOUR TIMES ANNUALLY AND IMMEDIATELY AFTER ANY CHEMICAL RELEASE. THE BOARD OF HEALTH MUST BE PROVIDED WITH THE NAME AND CONTACT INFORMATION OF THE INDIVIDUAL OR ENTITY RESPONSIBLE FOR SCHEDULING STORMWATER OPERATION AND MAINTENANCE REQUIREMENTS. RECORDS OF INSPECTIONS AND MAINTENANCE MUST BE AVAILABLE FOR REVIEW BY THE BOARD OF HEALTH UPON REQUEST.

q)ANY FUTURE TENANT USING, STORING OR GENERATING OILS, HAZARDOUS MATERIALS, OR HAZARDOUS BIOLOGICAL MATERIALS SHOULD COMPLETE A HAZARDOUS MATERIALS REGISTRATION FORM, FOR SUBMITTAL TO THE BOARD OF HEALTH, IN WHICH ALL MATERIALS USED AND WASTES GENERATED ON-SITE WOULD BE LISTED AND THE STORAGE LOCATIONS INDICATED ON A PLAN OF THE BUILDING. THIS FORM WILL BE REQUIRED OF EACH TENANT WHO WILL USE, STORE OR GENERATE HAZARDOUS MATERIALS.

r) THE SITE WILL MEET MADEP AND BURLINGTON STORMWATER AND EROSION CONTROL STANDARDS DURING CONSTRUCTION.

s)DURING DEMOLITION AND/OR CONSTRUCTION WORK, DUST, ODOR AND NOISE CONTROL PLANS SHOULD BE IN PLACE.

t) FOLLOWING APPROVAL OF RECOMMENDATIONS BY THE BOARD OF HEALTH, ANY PLAN CHANGES WILL BE SUBMITTED TO THE ENVIRONMENTAL ENGINEER TO DETERMINE WHETHER OR NOT ANOTHER APPEARANCE BEFORE THE BOARD OF HEALTH IS REQUIRED.

u)THE PROPOSED FOOD ESTABLISHMENT MUST UNDERGO A PLAN REVIEW; A PLAN REVIEW APPLICATION SHALL BE SUBMITTED AND APPROVED PRIOR TO CONSTRUCTION.


9. THE APPLICANT SHALL COMPLY WITH THE REQUIREMENTS OF THE DPW/ENGINEERING DIVISION, AS FOLLOWS:

WATER COMMENTS

o)ANY WATER METER GREATER THAN 5/8 INCHES WILL NEED TO BE PROPERLY RIGHT -SIZED AND THE CALCULATIONS SHOULD BE SUBMITTED BASED ON AWWA M22 STANDARDS TO SHOW THAT THE EXISTING OR PROPOSED WATER METER IS SIZED PROPERLY. (EITHER CHANGE OF USE OR NOT HAVING A NEPTUNE E -CODER).

b)THE INSTALLATION OF THE WATER METER SHOULD BE INSTALLED IN A LOCATION THAT IS UN-OBSTRUCTED AND EASILY ACCESSIBLE.

c)PRIOR TO THE ISSUANCE OF ANY UTILITY PERMIT, THE APPLICANT MUST HAVE THEIR METER CONFIGURATION DIAGRAM APPROVED BY THE DEPARTMENT OF PUBLIC WORKS.

d)THE APPLICANT SHOULD AIPPLY TO THE DPW OFFICE FOR APPROVAL OF ANY BACKFLOW PREVENTION DEVICE FOR IRRIGATION SYSTEMS, FIRE SUPPRESSION SYSTEMS, CHEMICAL INJECTION SYSTEMS OR ANY OTHER CASE WHICH BACKFLOW PREVENTION IS REQUIRED.

e)ALL COMMERCIAL PROPERTIES MUST SCHEDULE A CROSS CONNECTION SURVEY PRIOR TO ANY FINAL SIGN OFF ON THE CERTIFICATE OF OCCUPANCY BY THE DEPARTMENT OF PUBLIC WORKS. ALL BACKFLOW CONTROL DEVICES FOUND TO BE NEEDED, MUST BE INSTALLED AND TESTED PRIOR TO SIGNOFF FOR THE CERTIFICATE OF OCCUPANCY BY THE DEPARTMENT OF PUBLIC WORKS.

f)IT IS NOT NECESSARY OF THE APPLICANT TO INSTALL THE FOUR (4) PROPOSED WATER GATES AS SHOWN ON SHEET C-4. THE TOWN OF BURLINGTON DPW/ENGINEERING DIVISION IS FINE WITH ONE (1) SIX (6) INCH, BY TWELVE (12) INCH TAP AND SLEEVE AND GATE BE INSTALLED AND A SIX (6) INCH LINE RUN INTO THE SITE. ONCE THE SIX (6) INCH LINE IS BROUGHT INTO THE SITE THE PROPOSED ONE AND ONE HALF ( 1 ~) INCH DOMESTIC WATER SERVICE CAN BE TAPPED OFF OF THE SIX ( 6) INCH LINE WITH APPROPRIATE CURB BOX INSTALLED ON SITE.

SEWER COMMENTS

g)THE APPLICANT SHOULD ANALYZE SEWAGE FLOW USING TITLE V IN CURRENT & PROPOSED CONDITIONS TO DETERMINE REQUIRED SEWER ALLOCATION. IF THERE IS A CHANGE IN USE OR EXPANSION THE APPLICANT SHOULD SUBMIT NECESSARY FLOOR PLANS AND SEATING PLANS TO SUPPLEMENT THE SEWER ALLOCATION CALCULATIONS.

h)GREASE TRAP SHOULD BE INSTALLED TO THE BOARD OF HEALTH REQUIREMENTS TO PREVENT GREASE BUILD-UP IN THE TOWN'S SEWER SYSTEM.

i) THE TOWN OF BURLINGTON DPW/ENGINEERING DIVISION IS OPPOSED TO THE INSTALLATION OF THE PROPOSED DOG HOUSE SEWER MANHOLE. INSTEAD A STANDARD WYE CONNECTION WITH FERNCO CONNECTIONS IS ACCEPTABLE FOR THE PROPOSED CONNECTION POINT TO THE EXISTING SEWER MAIN ON THE WESTERLY SIDE OF MIDDLESEX TURNPIKE.

STORMWATER COMMENTS

j) THE PROJECT'S STORMWATER MANAGEMENT SYSTEM SHALL COMPLY WITH THE DEPARTMENT OF ENVIRONMENTAL PROTECTION'S (DEP) STORMWATER MANAGEMENT POLICY AND REQUIREMENTS OF TOWN OF BURLINGTON DEPARTMENT OF PUBLIC WORKS STREET OPENING/UTILITY CONNECTION RULES AND REGULATIONS.

k)ALL STORM WATER BMPS WILL BE INSPECTED BY DESIGN ENGINEERS AND CERTIFIED THAT BUILT IN COMPLIANCE WITH PLANS. ALSO NEED DOCUMENTATION INCLUDING PHOTOS, FIELD BOOKS ENTRIES, AND ENGINEER'S DAILY REPORTS.

I) ANY PROPOSED SEDIMENTATION CONTROL DEVICES WITHIN THE TOWN'S RIGHT OF WAY, MUST BE MAINTAINED, INSPECTED, CLEANED AND REPLACED AS NECESSARY TO PREVENT POSSIBLE FLOODING ISSUES DURING RAIN EVENTS. ONCE ALL WORK IS DONE, AND APPROVAL IS GRANTED BY THE TOWN OF BURLINGTON CONSERVATION COMMISSION/DEPARTMENT, ANY SEDIMENTATION CONTROL DEVICES MUST BE REMOVED BY THE APPLICANT AS SOON AS POSSIBLE.

DRAINAGE COMMENTS

m) OWNERSHIP AS WELL AS O&M OF ALL STORM WATER SYSTEMS AND BMPS SHOULD BE CLEARLY STATED ON THE PLANS TO AVOID CONFUSION IN THE FUTURE REGARDING RESPONSIBILITY OF THE STORM WATER MANAGEMENT FACILITY. THE DEEDS OR A COVENANT SHOULD CLEARLY SPECIFY THE HOMEOWNER(S) OR ASSOCIATION OR PROPERTY OWNER WHOM SHALL BE RESPONSIBLE FOR OWNING THE SYSTEM AS WELL AS INSPECTION AND MAINTENANCE SCHEDULES.

n)INFILTRATION FIELD DIMENSIONS, MAKE AND MODEL, AND NUMBER OF UNITS SHOULD BE STATED ON THE PLANS.

o)THE EXISTING DRAIN MANHOLE ON THE SOUTHERLY SIDE OF WHEELER ROAD, THE PROPOSED CONNECTION POINT FOR THE DETENTION SYSTEM, SHOULD BE ANAL YlED FOR CURRENT CONDITION AND ADEQUATE SIZING FOR THE PROPOSED INCREASE IN SERVICE FLOW.

p)DOCUMENTATION, INCLUDING BUT NOT LIMITED TO PHOTOS AND FIELD NOTES, SHOULD BE SUBMITTED TO THE TOWN OF BURLINGTON DPW /ENGINEERING DIVISION PROVING THE PRIOR INSPECTION OF THE EXISTING DRAIN MANHOLE.

q)IF THE STRUCTURE IS DETERMINED TO BE INADEQUATELY SIZED OR IN POOR CONDITION, THAN IT WILL BE THE RESPONSIBILITY OF THE APPLICANT TO REPAIR AND OR REPLACE THE DRAIN MANHOLE AS NECESSARY TO ACCOMMODATE THE PROPOSED FLOW FROM THE SITE.

r) FINAL DETERMINATION OF THE CONDITION OF THE EXISTING STRUCTURE WILL BE DONE BY THE DPW /ENGINEERING DIVISION


u)ALL EXISTING AND/OR PROPOSED UTILITIES SHOULD BE CLEARLY AND ACCURATELY LABELED (SIZE, MATERIAL, EXISTING/PROPOSED, RIM, INVERT, ETC.) ON THE DRAWING, REFLECTING THE MOST UPDATED UTILITY CONNECTIONS AND SIZING.

v)DURING CONSTRUCTION CARE SHOULD BE TAKEN TO MAINTAIN SEPAIRATION OF AT LEAST TEN (10) FEET, HORIZONTALLY FROM THE EDGE OF SEWER SERVICES TO THE EDGE OF WATER SERVICES. WHERE A HORIZONTAL SEPARATION OF TEN (10) FEET IS NOT PRACTICAL, BOTH SERVICES CAN BE INSTALLED CLOSER TO EACH OTHER, BUT THE WATER SERVICE MUST BE EIGHTEEN ( 18) INCHES HIGHER THAN THE SEWER SERVICE, PER DEP STANDARDS. (SEE MASSACHUSETTS WATER LAWS, CHAPTER 9, SECTION 9.8)

w) PROVISIONS FOR AN ENCLOSED DUMPSTER PAD AND DUMPSTER SHOULD BE DEPICTED UPON THE PLAN SETS. THE LONG TERM AND PERPETUAL CARE OF THE DUMPSTER, INCLUDING THE EMPTYING, AND THE ENCLOSURE WILL BE THE RESPONSIBILITY OF THE PROPERTY OWNER.

x)APPLICANT MUST SCHEDULE PRECONSTRUCTION MEETING WITH THE DPW/ENGINEERING DIVISION PRIOR TO THE START OF WORK.

y)SIX (6) INCH VERTICAL GRANITE CURBING SHOULD BE INSTALLED ALONG WITH THE PROPOSED FIVE AND HALF (5 ~) FOOT WIDE CONCRETE SIDEWALK ALONG BOTH MIDDLESEX TURNPIKE AND WHEELER ROAD.

1 0. THE APPLICANT SHALL COMPLY WITH THE REQUIREMENTS OF THE FIRE DEPARTMENT, AS FOLLOWS:

A. FIRE PROTECTION SYSTEMS TO BE REVIEWED WITH THE FIRE DEPARTMENT. B. DUMPSTER PERMIT REQUIRED PER 527. CMR 34.03. C. KNOX BOX REQUIRED.

11. THE APPLICANT SHALL INSTALL SITE LIGHTING IN ACCORDANCE WITH THE APPROVED PLAN AND THE FOLLOWING:

A. EXTERIOR BUILDING LIGHTING SHALL NOT SHINE DIRECTLY ONTO ADJOINING PROPERTIES OR ROADWAYS.

B. ANY LIGHTING AND SIGNAGE NOT REQUIRED FOR SECURITY PURPOSES SHALL NOT BE OPERABLE COMMENCING TWO HOURS AFTER CLOSING OR EARLIER AND 6:00 A.M. LIGHTING SHALL BE SHUT OFF DURING DAYLIGHT HOURS.

C. ALL LIGHTING FIXTURES SHALL BE FULLY SHIELDED. D. LIGHTING THAT ILLUMINATES THE BUILDING SHALL NOT BE COLORED, SHALL BE

CONSTANT IN OUTPUT, AND MAY BE USED FOR AESTHETIC ENHANCEMENT OF THE FA({ADE.

E. FIXTURES SHALL EMPLOY THE BEST AVAILABLE ENERGY EFFICIENCY PRACTICABLE, AS MEASURED BY LIGHT OUTPUT PER WATT.

F. FINAL EXTERIOR FIXTURE DESIGN SHALL BE CONSISTENT WITH THE APPROVED PLANS AND ANY CHANGES TO THE PLANS OR DESIGN SHALL BE REVIEWED AND APPROVED BY THE PLANNING DIRECTOR PRIOR TO INSTALLATION.

G. TELEVISIONS ON THE OUTSIDE WALL OF THE RESTAURANT SHALL FACE INWARD (IF APPLICABLE). ANY TELEVISION LOCATED ON THE PREMISES SHALL NOT BE VISIBLE TO VEHICULAR TRAFFIC TRAVELING ON MIDDLESEX TURNPIKE OR WHEELER ROAD.

12. THE APPLICANT SHALL INSTALL AND MAINTAIN A STONE APRON OF 6" OR 20 POUND STONES AT LEAST 30' WIDE AND 50' IN LENGTH, TO BE USED THROUGHOUT ALL CONSTRUCTION PHASES BETWEEN ALL WORK AREAS AND PAVED AREAS. SEDIMENT TRACKED ONTO SOUTH AVENUE SHALL BE SWEPT AT THE CONCLUSION OF EACH CONSTRUCTION DAY, UNTIL ALL WORK AREAS HAVE BEEN PROPERLY STABILIZED;

13. THE SITE SHALL MEET APPLICABLE DEP AND BURLINGTON STORMWATER AND EROSION CONTROL STANDARDS DURING CONSTRUCTION.

14. THE APPLICANT AND/OR PROPERTY OWNER SHALL INSTALL IMPERVIOUS CHECK DAMS IN ALL UTILITY TRENCHES WHERE NEW BURIED UTILITY LINES AND CONNECTIONS ARE PROPOSED.

15. THE HOODS WITHIN THE PROPOSED CATCH BASINS WILL CONSIST OF SNOU1"' SYSTEMS OR EQUIVALENT.

16. THE APPLICANT AND/OR PROPERTY OWNER SHALL USE APPROPRIATE MEASURES TO PROTECT MATERIALS AND ANY ADJACENT DRAINAGE STRUCTURES FROM EROSION AND SEDIMENTATION DURING ANY EXCAVATION.

17. A DUMPSTER SHALL BE USED DURING THE BUILDING CONSTRUCTION/RENOVATION PROCESS TO CONTAIN WASTE CONSTRUCTION MATERIALS AND DEBRIS. THE APPLICANT AND PROPERTY OWNER SHALL ENSURE THE PROPER DISPOSAL OF ALL SUCH MATERIAL AND DEBRIS.

18. ALL PAVEMENT/ASPHALT MATERIALS REMOVED FROM THE PREMISES SHALL BE PROPERLY DISPOSED OF BY A LICENSED CONTRACTOR, AND DOCUMENTATION OF SUCH DISPOSAL SHALL BE SUBMITTED TO THE CONSERVATION COMMISSION.

19. ALL HANDICAPPED PARKING SHALL BE PROPERLY POSTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT. ALL HANDICAPPED ACCESSIBILITY IMPROVEMENTS SHALL COMPLY WITH THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD RULES AND REGULATIONS.

20. THE APPLICANT AND/OR PROPERTY OWNER SHALL PROVIDE TWENTY-FOUR (24) HOUR NOTICE TO PERTINENT TOWN DEPARTMENTS PRIOR TO COMMENCING ANY WORK ON THE SITE WHICH REQUIRES INSPECTION OR REVIEW BY TOWN STAFF.

21. THE PROPERTY OWNER SHALL PREPARE AND SUBMIT TO THE PLANNING DEPARTMENT A SNOW REMOVAL MANAGEMENT PLAN PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. SUCH PLAN MAY INVOLVE SNOW MELTING, REMOVAL FROM THE PREMISES, AND OTHER TECHNIQUES TO MINIMIZE ON-SITE SNOW STORAGE IN THE PARKING AREAS. THERE SHALL BE NO USE OF SALTS OR OTHER DE-ICING CHEMICALS OR COMPOUNDS ON THE PROPERTY, EXCEPT FOR CALCIUM CHLORIDE, PURSUANT TO ARTICLE XIV SECTION 4.4 OF THE GENERAL BYLAW. FURTHER, SNOW REMOVAL OPERATIONS SHALL NOT INVOLVE THE STORAGE AND STOCKPILING OF SNOW ADJACENT TO ANY ON-SITE WETLANDS AREAS.

22. EMPLOYEES SHALL PARK IN THE OUTER MOST SPACES TO ENSURE THAT PRIME SPACES ARE OPEN FOR CUSTOMERS; THIS SHOULD BE ENFORCED BY THE PROPERTY MANAGER AND BY THE MANAGER OF THE PROPOSED RESTAURANT.

v)A NEW EXTERNAL GREASE TRAP AND INTERNAL GREASE TRAP SHALL BE INSTALLED FOR THE PROPOSED FOOD ESTABLISHMENT. GENERAL COMMENTS 23. ALL LANDSCAPING SHALL BE INSTALLED AS INDICATED ON THE SITE PLAN OR BY A

PLAN APPROVED BY THE PLANNING DIRECTOR, PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. ALL LANDSCAPING SHALL BE PROPERLY MAINTAINED IN A HEALTHY CONDITION IN PERPETUITY. ALTERNATIVELY, THE APPLICANT AND/OR PROPERTY OWNER MAY PROVIDE A BOND TO COVER THE FULL AMOUNT OF THE LANDSCAPING MATERIALS AND INSTALLATION IF WEATHER CONDITIONS DO NOT PERMIT THE COMPLETION OF THE LANDSCAPING PRIOR TO ANTICIPATED OCCUPANCY. ALL LANDSCAPING SHALL BE PROPERLY MAINTAINED IN A HEALTHY CONDITION IN PERPETUITY.

THESE GREASE TRAPS SHALL BE APPROPRIATELY SIZED AND INSTALLED IN ACCORDANCE WITH THE BURLINGTON BOARD OF HEALTH REGULATIONS CONCERNING GREASE TRAP REQUIREMENTS FOR FOOD ESTABLISHMENTS AND THE STATE PLUMBING CODE.

w) RE: OUTDOOR SEATING: COMPLIANCE WITH THE MA SMOKE -FREE WORKPLACE LAW WHICH PROHIBITS MIGRATION OF SMOKE INTO THE WORKSPACE (E.G. THROUGH A DOOR OR WINDOW) SHALL BE MET. ANY SMOKE THAT MIGRATES BACK INTO THE WORKSPACE IS CONSIDERED A VIOLATION OF THE LAW. THE BOARD OF HEALTH ENFORCES THIS LAW.

s)ALL MATERIALS, WITHIN THE PUBLIC RIGHT OF WAY, WILL COMPLY WITH TOWN STANDARDS AS SET FORTH IN THE TOWN OF BURLINGTON DEPARTMENT OF PUBLIC WORKS STREET OPENING/UTILITY CONNECTIONS RULES AND REGULATIONS.

!}AS-BUILT PLANS SHOULD BE SUBMITTED ON MYLAR {NO LARGER THAN 24" BY 36," A D-SIZE PRINT) UPON COMPLETION OF THE PROJECT.

24. THE APPLICANT AND/OR PROPERTY OWNER SHALL IMPLEMENT A DAILY OR AS NECESSARY LITTLER CONTROL PLAN TO ENSURE THE SITE IS FREE OF TRASH AND DEBRIS.

N:\PROJECTS\ 1145~07\CML \DRAW1NGS\CURRENT\ 1145-07 - ABBREVIATIONS & NDTES.OWG

PROFeSSIONAL ENGINtER FOR ALLEN & MAJOR ASSOCIATES, INC.


OWNER:


PROJECT:



PROJECT NO. 1145-07 DATE: 07-19-2016

SCALE: 1'- 20' DWG. NAME: C1145-07


PRFPARED BY:



www.allenmajor.com

100 COMMERCE WAY P.O. BOX 2118

WOBURN MA 01888~0118 TEL: (781) 935-6889 FAX: (781) 935-2896


THIS DRAWING HAS BEEN PREPARED IN ElECTRONIC FORMAT. CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPEOFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPUCATtON TO THIS PROJEG. DUE TO THE POTENTIAl THAT THE MAGNETlC INFORMATION MAY BE MODIRED UNINTENTIONAllY OR OTHERWISE, AllEN & MAJOR ASSOOATES, INC. MAY REMOVE All INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA PRINTED REPRESENT AllONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHAU BE THE ONLY RECORD COPiES OF AllEN & MAJOR ASSOCIATES, INC.'S WORK PRODUCT.


ABBREVIATIONS & NOTES ABB~3

Copytighi©2016AIIca & Major AS~i(}{Ci/lks, Inc. All R . hts Reserved

PERMIT CONDITIONS (cont.): 25, OUTDOOR DISPlAY OF MERCHANDISE OR ADVERTISING MATERIALS IS PROHIBITED.

26, ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SITE PlAN, NO DEVIATIONS FROM THE SITE . PLAN SHALL BE PERMITTED WITHOUT PRIOR AUTHORIZATION FROM THE PlANNING BOARD, THE APPUCANT AND PROPERTY OWNER ARE ADVISED THAT UNAUTHORIZED D.EV!ATIONS FROM THE SITE PlAN REQUIRE REVIEW

~~~Ttf~,!i~OV~ ~cJ~~C~,LAN~rG AP~~T p~o" ;&opl~f._ ~~~~RCE S~L A~f RESPONSIBLE . FOR SUBMITTING APPROPRIATE DOCUMENTATION AND JUSTIFICATION TO THE PLANNIN.G BOARD FOR CONSIDERATION OF THE CHANGES TO THE APPROVED SITE PlAN, NO FINAL CERTIFICATE OF OCCUPANCY SHALL BE ISSUED UNTIL THE PLANNING STAFF CONFIRMS THAT ALL IMP~OVEMENTS OR ALTERATIONS COMPLY WITH THE APPROVED SITE PLAN. IN THE EVENT THAT WEATHER CONDITIONS OR OTHER EXTENUATING CIRCUMSTANCES EXIST WHICH CAUSE A DElAY IN THE COMPLETION OF CERTAIN ELEMENTS OF THE SITE PlAN, THE APPLICANT MAY SUBMIT A BOND TO COVER TI{E ENTIRE COST OF IMPLEMENTING THE INCOMPLETE WORK AS APPROVED PURSUANT TO THE SITE PLAN IN EXCHANGE FOR ALITHORIZATION OF A TEMPORARY CERTIFICATE OF OCCUPANCY, SUCH BONO MAY ONLY BE IN THE FORM OF A CHECK OR PLEDGED PASSBOOK SURETY.

27, PRIOR TO THE ISSUANCE OF ANY TEMPORARY OR FINAL .CERTIFICATE OF OCCUPANCY, THE APPLICANT AND/OR PROPERTY OWNER SHALL SUBMIT AN AS-BUILT OF ALL UNDERGROUND UTILITIES (INCLUDING TELEPHONE, EU;CTRIC, GAS, WATER, SEWER, STORM DAAINAGE) TO THE PLANNING BOARD. THE AS-BUILT SHALL INCLUDE HORIZONTAL AND VER'llCAL TIES FROM ANY HAND HOLES, MANHOLES, VALVES, GATES, CLEAN(}Uts, TEES, ELBOWS AND BENDS TO FIXED POINTS OF REFERENCE (BENCHMARK($). THE AS-BUILT SHALL BE ONE (1) CAD DISK AND ELECTRONIC PDF AND SIX (6) PAPER COPIES. AS-BUILT PLANS SHOULD BE SUBMmED ON MYlAR (NO lARGER THAN 24* BY 36,* A D-SIZE PRINT) UPON COMPLETION OF THE PROJECT, THE AS-BUILT PLAN SHALL ALSO INCLUDE ANY SPECIFIC INFRASTRUCTURE OPERATION AND MAINTENANCE REQUIREMENTS, A BRIEf O.U1LINE Of THE DRAINAGE OPERATIONS AND MAINT£NANCE PLAN APPROVED BY THE TOWN, AND ANY OTHER PERTINENT INFORMATION. REQUESTED BY THE PLANNING BOARD. ANY LOW IMPACT DEVELOPMENT (UD) DRAINAGE AREAS MUCH BE WITNESSED BY THE DESIGN ENGINEER AND A REPORT SHALL l;l£ SUBMITTED WITH THE AS-BUILT PLANS THAT THE LID SYSTEMS fUNCTION AS DESIGNE:O,

28. THE APPLICANT AND/OR PROPERTY OWNER SHALL SUBMIT ONE RECORD MYlAR AND ONE PRINT OF THE SITE PLAN FOR ENDORSEMENT BY THE PLANNING BOARD WITHIN TWO (2} WEEKS OF THE ISSUANCE OF THIS APPROVAL WITH THE TOWN CLERK. ALL PlANS REFERENCE[) IN CONDITION /11 ABOVE, AS REVISED PURSUANT TO THE CONDITIONS Of THIS DECISIOH, SHALL BE SUBMITIED AS PART OF THE PlAN SET FOR ENDORSEMENT. UPON ENDORSEMENT Of THE RECORD SITE PLAN MYlAR BY THE PlANNING BOARD, THE APPLICANT SHALL RETURN THE MYLAR TO THE PlANNING BOARD OFFICE WITH TWO (2) SETS OF BLUE OR BlACK UNE PRINTS AND ( 1) ELECTRONIC PDF COPY WITHIN TWO (2) WEEKS Of SUCH ENDORSEMENT. ALL PlANS MUST BE SUBMmED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.

NINGBOARD

---;(;:.4iJ(;fo:,---~Chai.rman

Application Fllcd ::J. - '3- a 0{.. {c.

liMing Date 3- \ '\- .;2 0 llO Pl<m Appwvcl 3- \ '). d. 0 I (C>

N:\PROJECTS\ 1145-07\CIV/L \DRAWINGS\ CURRENT\ 1145-07 - ABBREVIATIONS & NOTES.DWG

ry/,c /,, iff t{lf{}

PROFESSiONAL ENGINEER FOR ALLEN & MAJOR ASSOCIATES, INC.

DATE DESCRIPTION

OWNER:


PROJECT:



PROJECT NO. 1145-07 DATE: 07-19-2016

SCALE: 1•- 20' DWG. NAME: C1145-07




www.allenmajor.com

I 00 COMMERCE WAY P.O. BOX 2118

WOBURN MA 01888~0118 TEL: (781) 935~6889 FAX: (781) 935~2896


THIS DRAWING HAS BEEN PREPARED IN Et.ECTRONJC FORMAT. CUENT/CUENT'S REPRESENTATIVE OR CONSULTANT MAY BE PROVIDEO COPiES Of DRAWINGS AND -SPEOFtcATlONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPKIFIC APPliCATION TO THIS PROJfG. DUE TO THE POTfNTIAI. THAT THE MAGNETIC INfORMATION MAY BE MODlFiED UNMENTIONAU.Y OR OTHERWISE, AllEN & MAJOR ASSOOATES, INC. MAY REMOVE Ali INDICATION Of THE OOCUMENl'S AUTHORSHIP ON THE MAGNETJ.C MEDIA PRINTED REPRESENTATIONS Of THE DRAWINGS AND SPEOACATIONS ISSUED SHALL BE THE ONlY R£CORO COPIES OF ALLEN & MAJOR ASSOCIAlES, INC.'S WORK PROOUCT.

DRAWING TITLE:

ABBREVIATIONS & NOTES

Copyrighv©Z0!6A1lrn & Mf!iot' A&'oda«:s, l11C, AIJ R" ts 1?C&1fVed

SHEET No,

ABB-4

MAP 56 -LOT 15U1

M,¥' 00 LOT 15UZ

NQ_I:'{_Q&_f~Y td£1<0E:J~fA1,;_TY'1RUST

aook' 3t$7 PA.G£'/52:7

.'/ / ..

I

I

I

/ /

/ MAP 56 LOT 16

NOW OR FORMERLY

P~g~Ir'r/~~~~T BOOK 9028 PAGE 130

MIDDLESEX TURNPIKE (19fi2 STATE HIGHWAY LAYOUT)

{PUSUC - VAR!ASLE 'MOTH)

~~~~--~~ ... ~·····~··~~~~~~==~-~/~~~ ___ >-------·

-----·-

MAP 56 LOT 17-0

NOW OR FORMfRL Y GUTIERREZ COMPANY

BOOK 60590 PAGE 94-

56-18-2

66 MlOOLESJ;:X TURNPfKE NOW OR FORMERlY

EDWARD s.WERPUCK 1R E&L REALTY C/0 MlOAS REALTY CORP

BOOK 24765 PAGE 571

UPH6/20A

10"WA1£R

-- c:.·.!_ ____ _ -- fi__\'4,

--~---

I

56-18-0

128 'M1£UER ROAO NOW OR FORMERLY MNM SE1MCES INC

BOOK 23638 PAGE 404 TOTAL AR£A

&1,592.6± S.f. OR 1.41± ACRES

GRAPHIC SCALE

( IN FEET ) 1 inch = 40 ft.

UTIUTY STATEMENTS THE LOCATION OF THE UTILITIES AS SHOWN HEREON HAVE BEEN

COMPILED FROM VlSIBLE STRUCTURES AND INFORMATION OBTAINED FROM VARIOUS SOURCES. THE ACTUAL LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTUR-ES SHALL BE CONSIDERED APPROX!MA TE AND SHALL BE VERIFIE-D BY THE OWNER PR10R TO ANY CONSTRUCTION. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UT!UTIES SHOWN COMPRISE ALL SUCH UTJUTIES !N THE AREA, EITHER !N SERVJCES OR ABANDONED. T-HE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTIUT/ES SHOWN ARE !N THE EXACT LOCATION INDICATED.

1530015-11-ex-cond.dwg

ROUT£ 3

LOCUS MAP (N.T.S.)

NOTES 1. TH!S PLAN WAS PREPARED FROM ACTUAL ON THE GROUND FIElD SURVEYS CONDUCTED BY WSP B£01NNlN_G ON DECEMBER 13, 2006 TO MOST RECENT SURVEY DATE OF DECEMBER 28, 2015.

2. 1HE HORIZONTAL DATUM SHOWN HEREON REFERENCES THE MASSACHUSETTS MAINLAND STATE PLANE COORO!NATE SYSTEM NAD83.

3. FOR PLAN REFERENCES SEE Stl££T 2 OF 4

LEGEND p SIGN

C GUY POLE

:f) DRAIN MANHOLE

ill.~ CATCH BASIN

;SJ SEWER MANHOLE

t-:< WATER VALVE

K GAS VALVE

HANDiCAP PARKING

<.~ CULVERT

PROPERTY UN£

STONE BOUND FOUND

DRILL HOLE FOUND

CONCRETE BOUND FOUND

~~' ELETRIC HANDHOL£

;\: EL£C1RlC METER

:;;.: El£TRlC HANOHOLE

ii) ELECTRJC METER

FORMER PROPERTY UN£

ABUTlERS UN£

oCN !RR!GA TION CONTROL VALVE

:~\ BOLLARD

~ih TRAfFIC SIGNAL

MANHOLE TREE UN£

EASEMENT

--·---------------- APPROX1MATE TOWNUN£ DRAINAGE STRUCTURE

~- j MASSACHUSETTS ~ CHAIN UNK FENCE

WIRE FENCE

GUARD RAIL

---·-·--------- WETLAND UNE

IUUTIIIIflt# tl 11

STONE WALL

OVERHEAD WIRES

SHRUB ROW

LANSCAPED AREA

HIGHWAY BOX ,---;>,, lv----i DECIDUOUS TREE -~-' * UGHT POLE

* GROUND UGHT

FIRE HYDRANT

~ __ A_

UT1UTY POLE

UT!UTY POLE W!TH UGHT

!NTERMEOJAT£ CONTOURS

INDEX CONTOURS

TBM TEMPORARY BENCHMARK

BOMO SOL T OVER MA!N OUTI..ET

EOP EDGE OF PAVEMENT

EOC EDGE OF CONCRETE

EOG EDGE Of GRAVEL

WC WOOD CURB

CC CONCRETE CURB

BC BITUMINOUS CURB

SGC SLOPED GRANITE CURB

VGC VERTICAL GRANITE CURB

LSA LANDSCAPED AREA

SRW STONE RETAINING WALL

CRW CONCRETE RET AlNtN-G WALl

SWL SINGLE WHITE UNE

SYL SINGLE YELLOW UN£

DLW DASHED UNE WHiT£

DL Y DASHED UN£ YELLOW

DYL DOUBLE YELLOW LINE

DWL DOUBLE WHilE UNE

CMP CORRUGATED METAL PIPE

RCP REINFORCED CONCRETE PIPE

CPP CORRUGATED PLASTIC PIPE

FFE FINISHED FLOOR ELEVATION PVC POLYVINYL CHLORlD£

!NV. INVERT HOPE HIGH DENSITY POLYciH\'LENE

(R) RECORD INFORMATION CNF COULD NOT FIN-D

EXISTING CONDITlONS SURVEY WHEELER ROAD

BURLINGTON, MASSACHUSETTS PREPARED FOR

THE GUTIERREZ COMPANY

WSP 155 Main Dunstable Rd. Suites 120& 125 • Nashua, NH 03060 • 6-03.595.7900

www.wspse«s.com

Drown BH CG

Surveyed By CG TO Jl BC

Checked DH DPP Book No. N-222

Dote JANUARY 28, 2016

Scole

1" :;::: 40'

Job No.

1530015

Sheet No.

6 OF 6

L: \Drowings\1530015.000\DCLIVERY Jon 28, 2016 - 1 0; 45om

I----r \ \ ' ' '

I

I

~INSTALL SILT $ACI\S AT CLOSEST CATCH BASIN INLET LOCATED IN MIDDLESEX TURNPIKE (APPRQX, 200' FROM LOT LINE)

. !JIG CAl! 811 ~

1-liSlHJIG-SArE r-888-344-7233

I

CONSTRUCTlON, STAGING &

STOCKPiLE AREA

-- ---~CONCRETE

RETAINING WALL TO REMAIN

--., I I --

XI SAWCUT EXISTING

SIDEWALK/ACCESS ~ 1 RAMP

1--~ II

PORTION OF--.____ 1 1 t ALL SHRUBS SIDEWALK/ACCESS ~I I AROUND #128

RAMP TO BE REMOVED 1 I WHEELER ROAD TO I I I BE REMOVED

(

REMOVE ALL EXIST. '\ CONC. AND BITUMINOUS \.. PAVEMENT ON SITE TYP

I I 1 IL-----1 I I I I I I I

-

I EXISTING BUILDING / ( TO BE RECONSTRUCTED

EXISTING CONCRETE STAIRS

TO REMAIN

---, I -

ALL SHRUBS AROUND #128

WHEELER ROAD TO BE REMOVED

r

I - _.

BITUMINOUS) CONCRETE CURB TO BE REMOVED SEWER SERVICE~

AND MANHOLE TO REMAIN

,--1

ALL SHRUBS",.,! AROUND # 128 ,.,_

WHEELER ROAD TO I BE REMOVED

I I

TO REMAIN -ADA ACCESS RAMP~·

SAWCUT EXISTING ADA ACCESS RAMP & HANDRAIL. MATCH

EXISTING GRADE (SEE DETAIL) -----

._.____BITUMINOUS CONCRETE CURB TO BE REMOVED

. I -I I

'

--

I I I I

I I

I

I I

.,

)-E:XISliiNG TREES TO BE REMOVED (SY OTHERS)

LINK FENCE TO BE REMOVE'D EXISTING ROOF DRAINS--

TO REMAIN AND SHALL

~EXISTING ROOF DRAINS TO REMAIN AND SHALL BE TIED INTO PROPOSE!) DRAINAGE SYSTEM I

\

PROPOSED STRAW BAI,E AND SILT

FENCE LINE, TYP. SEE DETAIL.

BE TIED INTO PROPOSED DRAINAGE SYSTEM

EXISTING TREES TO BE REMOVED

EXISTING LIGHT J POLES TO BE

REMOVED

REMOVE ALL EXIST. CONC. AND BITUMINOUS

PAVEMENT ON SITE (TYP.)

)

EXISTING DRAINAGE\ TO BE ABANDONED

STABILIZED CONSTRUCTION

ENTRANCE

EXISTING TREE TO BE REMOVED

CURB TO BE_/ REMOVED

\EXISTING LIGHT_/ POLES TO BE

REMOVED

I I -I ,....._

I I

I I

EXISTING TREE TO BE REMOVED (BY OTHERS)

EXISTING UTILITY POLE & OVERHEAD WIRES TO

BE REMOVED & RELOCATED PER UTILITY

COMPANY STANDARDS

INSTALL SILT SACKS AT EXISTING CATCH BASIN

INLETS UNTIL BASINS ARE REMOVED CURB TO BEl

REMOVED \

I I

0

GAS PUMP TO BE REMOVED INSTALL SILT SACKS AT----4~,~-----ia

PROPOSED CATCH BASIN INLETS ONCE

INSTALLED (TYP.)

MONITORING WELL TO BE

REMOVED

STAIRS TO BE~ REMOVED .. -----1

I

I _.)I I .(EXISTING BUILDING I I TO BE REMOVED

0 ~CONCRETE WALL & GUARDRAIL TO BE REMOVED

..,_ ____ _::::::::::::::,,_,_EXISTING

~SUBSURFACE TANKS/ TO BE REMOVED

(BY OTHERS)

MONITORING WELLS TO REMAIN

I ----..., '-I'ROPOllED STRAW

BALE AND SILT FENCE LINE. TYP. SEE DETAIL.

r ---I

I I -GUARDRAIL TO BE

REMOVED (BY OTHERS)

PROPOSED STRAW BALE AND SILT

FENCE LINE, TYP.

I : ~ REMOVE ALL EXIST. J ., - - - - CONC. AND BITUMINOUS

PAVEMENT ON SITE TYP

; •·:r '"'*'ff--1-- STABILIZED

SEE DETAIL.

EXISTING UTILITY POLE TO REMAIN

f TELEPHONE SERVICE TO BE REMOVED PER UTILITY COMPANY STANDARDS

MIDDLESEX TURNPIKE (1962 STATE HIGHWAY LAYOUT}

(PUBUC - VARl<!BLE WIDTH)

CONSTRUCTION ENTRANCE

~~sfJ~%1-t~~~-INSliALL SILT SACKS AT PROPOSED CATCH BASIN INLETS ONCE INSTALLED (TYP.)

t;~:~~~~~~~innan Application Filt-'-<..1 ;J .. 3- Qt Ot \,C)

I k•aring Dak 'J- I 1'\ - 0\ 0 J \..0

Plan Approved 3- \0- ;;lOJte':'

INSTALL SILT SACKS AT/ EXISTING CATCH BASIN

INLETS

(

NOTES:

LEGEND: PROPERTY LINE

BUILDING TO BE REMOVED

SILT FENCE

STRAWBALE & SILT FENCE UNE

------SF---

SILT SACK 0 STABILIZED CONST. ENTRANCE =--= == STOCKPILE/CONSTRUCTION STAGING AREA

LIMIT OF WORK LINE ----

1. ALL CATCH BASINS WITHIN THE PAVEMENT AREA SHALL BE EQUIPPED WITH SILT SACKS (OR APPROVED EQUAL).

2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & MAJOR ASSOCIATES, INC. IT'S INTENDED USE IS TO PROVIDE INFORMATION. ANY ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT Of ALLEN & MAJOR ASSOCIATES, INC. IS STRICTLY PROHIBITED.

3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION Of ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

4. EXISTING MONITORING WELLS ARE CURRENTLY OPERATIONAL. OWNER TO COORDINATE ANY RELOCATION OF WELLS WITH MONITORING WELL OPERATORS.

GRAPHIC SCALE 20 01020 40

~! ••~-=•••..._;;LJ I ( IN FEET )

1 inch "" 20 ft.

)

eo

I

N:\PROJECTS\ 7145-07\CML \DRAW7NCS\CURR£NT\ 1745-07 - DEMO & EROSION CONTROL.OWG


OWNER:


PROJECT:



1-----------.-----~~-~~

1145-{)7 I DATE: 07-19-201>6 PROJECT NO. ' I

1• = 20' I DWG. NAME: C114S.07 i

1---·-·~~-~----+-----------t

SCALE:

DESIGNED BY: Sl i CHECKED BY: CMQ


civil & structural engineering + land suryeying environmental consulting+ landscape architecture

w w w . a I I e n tU a j o r . c o m

100 COMME-RCE WAY P.O. BOX 2118

WOBURN MA 01S88~0ll8 TEL: (7£1) 935~6889 J!'AX: {781) 9·35-2896

WOBURN, MA + LI\KEV!f.LE, MA + MANCH~STER, NH

THIS DRAWING HAS !!liEN J'REPIIRED IN ElECTRONIC fOIIMAT. CUfNT/CUl'NT'SREP!!ESENTATlVE 011 CONSUHANT MAY l!li PROViDED COPfES{lf imAWJNGS AND SPEOffCATtONS ON MAGNEllC MEDIA FOR HIS/HER INI'O.RMATlON AND US£ FOR SPECifiC AI'PUCATION TOTH1S PROJfG. DUETO THE POTENTIAl THATTHE MAGNrnC INfOIIMATJONMAY BE MOPWIED UNINTENTIONAI.1Y OR 011iERWIS£, ALLE!410MAJOR ASSOCJAfiS, INC. MAY REMOVE ALl

·s~=~~~~~i~S~f:7c ALLEN & M!VOR ASSOCIATES, INC.'S WORK PRODUCT.

DRAWING TITLE:

DEMOLITION & EROSION CONTROL PLAN

Copyright@20J6AIIcn & Major Assoc•ktcs, Inc. AJJ R. fles&ved

SHEET No.

C-1

I \--\

\

\ I ' I

I I

f}IG SAFE

',_, _,,,-, :(, " > ,_,_ -.,-'• A

\ ~ SEE SHEET C-28 ENTITLED ~

"f/128 WHEELER ROAD LAYOUT & MATERIALS PLAN"

12'W x 1 O'L HD CONC.

I

NQ:TES:

\ L

• •

SLOPED GRANITE """::--f.;-~ CURB

BURLINGTON ZONING '\_GENERAL INDUSTRIAL DISTRICT LINE DISTRICT {IG)

-----+'"" GENERAL BUSINESS

DISTRICT (BG) TRANSITION FROM VERTICAL

GRANITE CURB TO SLOPED GRANITE CURB AT THIS POINT

(END OF TANGENT)

5' WIDE CONCRETE -+c-T· SIDEWALK TO DUMPSTER

AREA

DUMPSTER PAD WITH 6' HIGH SCREENING FENCE (TO BE SEti£CTED I3Y Ttl£ OWNER)

9-9'x18' STANDARD PARKING STALLS ASSIGNE;D TO f/68 Ml!lDLESE)( TURNPIKE

ADA ACCESS RAMP WI DETECTABLE

WARNING PAVERS

R7-8M ADA SIGN IN 6" STEEL

BOLLARD

MIDDLESEX TURNPIKE (1962 STATE: HIGHWAY lAYOUT) 6' WIDE

(PUBLIC - VARIABLE WIDTH) CROSSWALK STOP BAR OFFSET

1 ' FROM CROSSWALK

1. THE .LOCATIONS .Qf EXISTlNG UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY

~iyc~~!jA"tf&RN~E~Ef~~r:~;~LiJgi~~A~6N T~~ c:~E~XI~~N~'tT~L~~~~S~~;~~~£.

EXISTING 20' WIDE

UTILITY EASEMENT

R3-2 "NO LEFT TURN" SIGN R5-1 "DO NOT ENTER" SIGN & R1-1 •sTOP SIGN:

ADA ACCESS RAMP WI DETECTABLE WARNING PAVERS (BY OTHERS)

ApprOVL'ti by the

NAD83 COORDINATES X: 733,045.57 Y: 2,998,808.46

5.5' CONCRETE SIDEWALK (BY OTHERS)

/

EXISTING RIGHT OF WAY TO BE REDESIGNED BY OTHERS

....--·- NAD83 COORDINATES X: 733,079,3] Y: 2,998,815.00

5-9'xl6' COIAPACT PARKING STALLS ASSIGNED TO {/128 WHEELER ROAD . .

"COMPACT CAR PARKING ONLY" SIGN

EXISTING PROPERTY LINE

3-9'x16' COMPACT PARKING $rALLS ASSIGNED TO f/68 MIDD\£SEX TURNPIKE

"COMPACT CAR PARKING ONLY" SIGN

TRANSITION FROM VERTICAL GRANITE CURB TO SLQPEp .GRANj;TE CURB AT .THIS POii'tT .. .

~ ', ' ' ' ' ', -- -


COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES \IIHICH lv!IGHT BE OCCASJQNJ;;() BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND. ALL iJNllERGROUND UTILITIES.

BURL~I - ~ NNING BOARD

--~-f""'!:t-'7";-·-------Chairnum j

2. THE INFORMATIQ!<I SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & MAJOR A$$DC!ATE$, INC, rrs INTENDED USE IS TO PROVIDE INFORMATION. ANY ALTERATION, MISUSE, OR RECALCilLATION OF INF~M'ATION OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT Of ALLEN & MAJOR A$SQCIATIES, INC. IS STRICTLY PROHIBITED.

3. All .RADH TO BE 3' UNLESS NOTED OTHERWISE.

Application Filed ;;( .. 3=9. Ol !-P

Hearing Date '3- \I)- (A 01. ~ Plan Appnw~,->d 3- l'1- ~ 0 l ~

ITEM

MINIMUM

MINIMUM

( LEGEND:

EXIST. PROPERTY LINE

PROP. PROPERTY LINE

EASEMENT LINE

ZONING DISTRICT LINE

SIGN

BOLLARD

BUILDING

CURB

PARKING STRIPING

ROADWAY STRIPING

TRAFFIC ARROWS

HEAVY DUTY CONCRETE

SIDEWALK

ADA ACCESSIBLE RAMP

--•

SETBACK LINE - -

PARKING COUNT @ TRANSFORMER ' i

VERTICAL GRANITE CURB

SLOPED GRANITE CURB

MONOLITHIC CONCRETE CURB

VGC

SGC

MCC

1#68 MIDDLESEX TURNPIKE ZONING TABLE SUMMARY GENERAL BUSINESS DISTRICT sWW WIRElESS COMMUNiCATIONS OVERLAY Dl I AQUIFER & WATER RESOURCES OVERLAY DISTRICT

I REQUIRED I ALLOWED EXISTING PROPOSED i -' LOT AREA i 10,000 S.F. 15,871± S.F. 15,871± S.F.

-FRONTAGE ' 100' 2.35.5' 235.5' !

)

1--·-- ·---~-

' MINIMUM FRONT SETBACK I 15' 41.8' 20.0'

---~~---- --MINIMUM SIDE SETBACK 15' NIA NIA

~~---~·-· --·------15' ' MINIMUM REAR SETBACK I 12.9' 10.0'

MAXIMUM BUILDING TO GROUND RATIO 25% ' 10.0% 20.7% I MAXIMUM BUILDING HEIGHT 30' ' 21.4' TBD

MAXIMUM FLOOR AREA RATIO NONE 0.10 0.22 ~· -MAXIMUM YARD ADJOINING RO DISTRICT 20% DEPTH OF LOT NIA NIA

!lANDSCAPED AREA 1) 40%

·--3.1% 24.4%

1) PER ZONING SECTION 8.3.8.4 - IMPERVIOUS SURFACES: WITHIN THE AQUIFER AND WATER RESOURCE DISTRICTS, NOT LESS THAN FORTY PERCENT ( 40%) OF THE LOT SHAU BE LANDSCAPED OR IF WOODED, MAY BE LEFT IN A NATURAL STATE.

#68 MtDDLESEX TURNPIKE -OFF-STREET PARKING SUMMARY

~ EATING ESTABLISHMENT (51 SEATS PROPOSED) MIN. PARKING: 1 SPACES FOR EVERY 3 SEATS IN CUSTOMER FOOD SERVICE AREA MAX. PARKING: NO MAXIMUM PARKING REQUIREMENT

!>YILD!Nfl SUMI>!ABY: f/68 MIDDLESEX TURNPIKE EATING ESTABLISHMENT ~ 51 SEATS

f/68 MIDDLESEX TURNPIKE (51 SEATS x 1 SPACEI3 SEATS) ~ 17 SPACES MINIMUM TOTAL OFF STREET PARKING REQUIREMENT 17 SPACES

81.TEBNAT>: !JSE: BET811. MIN. PARKING: 4 SPACES FOR EVERY 1,000 S.F. MAX. PARKING: 4.5 SPACES FOR EVERY 1,000 S.F. + 10%

ALTEBtltiTE MltliMUM PARKitlG SUMMARY; f/68 MIDDLESEX TURNPIKE (3,282 S.F. x 4 SPACESI1,000 S.F.) ~ 14 SPACES

ALTEBt:lliT!; MAXIMUM PARKI!lli :;;yMt.W3Y; #68 MIDDLESEX TURNPIKE (3,282 S.F. x 4.5 SPACESI1,000 S.F.)*1.10 ~ 17 SPACES

ADA REQUIRED: THERE ARE BETWEEN 1-25 PARKING SPACES, REQUIRING 1 TOTAL PARKING STALLS TO BE ACCESSIBLE.

ADA PROVIDED: 1 TOTAL ACCESSIBLE PARKING, WITH 1 BEING VAN ACCESSIBLE.

STANDARD COMPACT ACCESSIBLE TOTAL TOTAL (9'x18' MIN.) (8'x15' MIN.) (13'x18' MIN.) PROVIDED REQUIRED

-- ~-

13 3 (18%) 1 17 17

GRAPHIC SCALE


N:\PROJECTS\ 1145-07\CIVIL \DRAW/NGS\CURRENT\ 1145-07 - LAYOUT & MATERIALS - #68 MIDDLESEX TURNPIKE.DWG


OWNER:


PROJECT:

#68 MtDDLESEX TURNPIKE &

128 WHEELER ROAD BURUNGTON, MA

PROJECT NO. 114>071 DATE: 07-1~2016

SCALE: 1"- 20' , DWG. NAME: Cll4>07.

DESIGNED BY: Sl CI-IECKED BY: CMQ


civil & structural engineering+ land surveying euvironmcntaJ consulting+ landsca-pe architecture

www.allen.major.com

IOO COMM-ERCE WAY P.O. BOX 2118

WOBURN MA 01&8-8~0118 TEL: (7&1) 935~6:8"89 FAX: (781) 935-2-896

_WOBURN, MA -~ LAKE:VILLE, A{A + MAN-CHE~TER, NU

'!1115 -WING HAS llf£N l'llfi>AI!ED INELECfRONIC FOilMAT. CUENT/CUEN'rS ~PREstm;\riVE Oil COOSUI.TANT MAY ilE l'ROVIDEDCOPIES .OF DRAWINGS MID SPEO!'tCATtoNS ON MAGN£TIC M£lliA FOR HIS/HER lNFORMATIQN ANIHIS£ fOR S~lfl<: APPUCA110N Tcfn41sPRO$:T. OIJE To ThH: rolENTIAt i:HAr tHE

~~~~=Zs=~~=~ INDICATION ()f 1H!' Qoc:uM£N1'5AUrHORSHII' ON THJ' MAGNETIC NEOlA. ·PRINIEI> Rl'I'l!ESENJAl!ONS OF THJ' -WINGS AND SI!ECIFICAT!<lNSISSI;!E!).SHALL llE '!HE ONLY RECORD CO!'IES OF AllEN &MAJOR ASSOCIATIZS, INC.'S WORK -DUCf.

DRAWING TITlE:

#68 MIDDLESEX TURNPIKE LAYOUT & MATERIALS PLAN

SHEET No.

C-2A

9'x16' QOMPACT PARKING STALL

"COMPACT PAR PARKING. ONLY" SIGN I

I. 2-8'x16' COMPACT

PARKING STALtS

BITUMINOUS CONCRETE

CURB (BCC)

PROPOSED-EASEMENT

LINE

®

EXISTING EASEMENT AREA-3,2€)0 S.F.

IMPERVIOUS AREA,2,485 S.F.

-~- --~

15' SIDE YARD SET13ACK LINE~ -- - ::..-..,-- - - '

-- --I t

EXISTING RETAINING WALL TO REMAIN

9'x18' STANDARD \ PARKING StALLS (TYP.)

1 _ __...--!- EXISTING t'v = L PROI'lERTY LINE 011

~~ 15' REAR YARD ~ \ SETBACK LINE

\

11---::r- BITUMINOUS CONCRETE

(BCC)

tRANSITION FROM SLOPED (lRAJljl'fE CURB TO BITUMINOUS

CONCRETE CURB AT THIS POINT

SLOPED GRANITE CURB (SGC)

[\\\\\\1 ·o. "' 5-8'x18' COMPACT..,--_, "' PARKING STALLS

®

••

ADA ACCJ;:SS RAMP W/ DETECTABLE

WARNING PAVERS

--~--

13'x18' ACCESSIBLE PARKING STALL STOP BAR

~'?:'=.,!s OffSET 1 ' FROM '<> CROSSWALK

I

I

I I I I I 25' FRONT YARD

SETBACK LINE .

,,__ 5.5' CONCRETE SIDEWALK (BY OTHERS)

Q

a~ CC~w ().. :s.~

[" ?:: til t.f&, !':f G S>

[lj it iii "":!!~ ~''-

s: SAWCUT EXISTING HANDRAILS (SEE DETAIL)

R7~B ADA SIGN (TYP.)

C'::/>vER:TICJ\L GRANITE CURB (VGC)

ADA ACCESS RAMP W/ DETECTABLE WARNING PAVERS (BY OTHERS)

( LEGEND:

EXIST. PROPERTY LINE

PROP. PROPERTY LINE

EASEMENT LINE

ZONING DISTRICT LINE

SIGN

BOLLARD

BUILDING

CURB

PARKING STRIPING

ROADWAY STRIPING

TRAFFIC ARROWS

HEAVY DUTY CONCRETE

SIDEWALK

ADA ACCESSIBLE RAMP

ADA DET. WARNING SURFACE

SETBACK LINE

PARKING COUNT

TRANSFORMER

VERTICAL GRANITE CURB

SLOPED GRANITE CURB

MONOLITHIC CONCRETE CURB

•

!•· ..• •····.. ..•. < 'I

@ I I i L.

vee

)

RIP-RAP SLOPE (SEE GRADING &. DRAINAGE PLAN) GUARDRAIL

RIP-RAP SLOPE (SEE GRADING & DRAINAGE PLAN)

WOODEN GUARDRAIL -~r" (TYP.)

7-8'x15' COMPACT PARKING STALLS

SLOPED GRANITE ~_,, CURB (SGC)

B' WIDE CROSSWALK

TRANSITION FROM

DIG CALL 811 OR.

1-888:-DtG.-S.AFI HiliS-~44-7233

LANDSCAPED ISLAND (TYP.)

VERTICAL GRANITE CURBJ...--------------------------------TO SLOPED GRANITE CURB AT THIS POINT (2) "COMPACT CAR PARKING

ONLY" SIGNS MOUNTED TO WOODEN GUARDRAIL POSTS

(SEE DETAIL)

---- ADA ACCESS RAMP W / DETECTABLE WARNING PAVERS (!irY DT!i:ERS)


}if/f--j-..,---''- "COMPACT CAR

-j-l::~o<.l\,;~---------.....:1......-.....,.---------:;:'?"'::;.....----_.li ...... _"f:~·~\ PARKING ONLY" SIGN ----BURLINGTON ZONING

DISTRICT LINE GENERAL INDUSTRIAL

DISTRICT (IG.)

I \ I

NOTES:

GENERAL BUSINESS DISTRICT {BG}

12'W X 10'L HD CONC.

DUMPSTER PAD WITH 6' HIGH SCREENING FENCE

9-9'x18' STANDARD PARKING STALLS ASSIGNED TO /168

MIDDLESEX TURNPIKE

10-9'x16' COMAPCT PARKING STAILLS ASSIGNED TO # 128

WHEELER ROAD ~ 1

~ SEE SHEET C-2A ENTITLED ~ "/168 MIDDLESEX TURNPIKE LAYOUT

& MATERIALS PLAN"

MIDDLESEX TURNPIKE (1962 STAT£ HIGHWAY LAYOUT)

(PUBLIC - VARIABLE WIDTH)

Approved by the

EXISTING PROPERTY LINE

PROPOSED PROPERTY LINE

----+__..-- 3-9'x16' COMPACT PARKING ~ STALLS ASSIGNED TO #68

MIDDLESI;X TURNPIKE

1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE' NOT E}EEN li'jDEPENDENTLY VERIFIED BY THE OWNER OR IT'S REPRESENTATIVE. THE CON"fRAGTOR SHALL DDERMINE THE EXACT LOCATION OF All EXISTING UTILITIES BEFORE COMMfNCING W()RK •. •AliD AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRE'SERVE ANY AND ALL UNDERGROUND UTILITIES.

BU INGTON PLANNING BOARD

2. THE fNF0!111tATtON SH.OWN. ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & MAJOR ASSOCJATES, INC. IT'S. INTENDED USE IS TO PROVIDE INFORMATION. ANY ALTERATION, MISUSE, OR RECAL.CULATION. OF INFQRMATION OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT OF ALLEN & MAJOR ASSOCIATES, INC. IS STRICTLY PROHIBITED.

3. ALL RADtl TO B.E 3' UNLESS NOTED OTHERWISE.

Applicatipn Filed J-3 ... :t(tt') Hea<ing Date 3· 1'!- .;y;,!lO

Pbn Appw'<>d3-f"-;J_ 0)1.¢5

#128 WHEELER ROAD ZONING TABLE SUMMARY GENERAL INDUSTRIAL DISTRICT (IG)

WIRELESS COMMUNICATIONS OVERLAY DISTRICT AQUifER & WATER RESOURCES OVERLAY DISTRICT

ITEM REQUIRED/ALLOWED EXISTING PROPOSED

MINIMUM LOT AREA 40,000 S.F. 61,593± S.F. 61,593± S.F. ~---~~~~~~~~~~~--+--·-···-~~~+-~~~-+~~~~·

MINIMUM FRONTAGE 150' 228.5' 228.5'

MINIMUM FRONT SETBACK 25' 19.1' 19.1'

MINIMUM SIDE SETBACK 15' 15.4' 15.4'

MINIMUM REAR SETBACK 15' 76.8' 76.8' 1--·--~~~~~~~~~~--t~~----~~4-~~~~~~~~~

MAXIMUM BUILDING TO GROUND RATIO 25% 19.8% 19.8%

MAXIMUM BUILDING HEIGHT 30'/80' 39.3' 39.3' ~~~~~--j~~~-'-~-- --~····--~-+~~~--

MAXIMUM FLOOR AREA RATIO 0.15 0.59 0.59

MAXIMUM YARD ADJOINING RO DISTRICT 20% DEPTH OF LOT N/ A N/ A 1------------~1.+--~~---·~~-+----+-----

DSCAPED AREA 40% 27.2% 28.9%

1) PER ZONING SECTION 8.3.8.4 - IMPERVIOUS SURFACES: WITHIN THE AQUIFER AND WATER RESOURCE DISTRICTS, NOT LESS THAN FORTY PERCENT ( 40%) OF THE LOT SHALL BE LANDSCAPED OR IF WOODED, MAY BE LEFT IN A NATURAL STATE.

#128 WHEELER ROAD -OFF-STREET PARKING SUMMARY

).!g;_ OFFICE USE MIN. PARKING: 2.5 SPACES fOR EVERY 1000 S.F. OF GROSS FLOOR AREA MAX. PARKING: 3.0 SPACES fOR EVERY 1000 S.F. OF GROSS FLOOR AREA

BUILDING SUMMARY: #128 WHEELER ROAD OFFICE = 36,234 S.F.

MINlMUM PARKING SUMMARY:

#128 WHEELER ROAD (36,234 S.F. x 2.5 SPACES/1.000 S.F.) = 91 SPACES MINIMUM TOTAL Of"!"-STREET PAm<!NG REQUIREMENT = 91 SPACES

MAXIMUM PARKING SUMMARY:

/1128 WHEELER ROAD (36,234 S.F. x 3.0 SPACES/1,000 S.F.) =109 SPACES MAXIMUM TOTAL dfi"-STREET PARKING REQUIREMENT =109 SPACES

ADA REQUIRED: THERE ARE BETWEEN 76-100 PARKING SPACES, REQUIRING 4 TOTAIL PARKING STAILLS TO BE ACCESSIBLE.

ADA PROVIDED: 4 TOTAIL ACCESSIBLE PARKING, WITH 2 BEING VAN ACCESSIBLE

.---~ST~AN~D~AR"'D~--.-~C~O~M~P~AC~T~-,--·A~C~C~E~S~S~IB~L~E_,----~T~O~TAL~---,--~To=T~A~L----~ (9'x18' MIN.) (8'x15' MIN.) (13'x18' MIN.) PROVIDED REQUIRED a--.c... __ _.:._t-~~·-~-~--+...'..~~~.'...~----+-- -~.J

62 30 4 91 91

GRAPHIC SCALE


N. \PROJECTS\ 1145-07\CIV/L \DRAWINGS\CURRENT\ 1145-07 - LAYOUT & MATERIALS ··· #128 WHEELER ROAD.DWG

·--···--::;~c:-c=c::c::c::c::;;:-=-~

PROFESSiONAL ENG!NE£R FOR ALLEN & MAJOR ASSOCIATES, INC.

1--~--t~~--t-------···~~


OWNER:


PROJECT:



PROJECT NO. 1145-07! DATE: 07·19-2016

SCAlE: 1" ~ 20' I OWG. NAME: C114S.07 ~--~-~·----~+-------~~ ,

DESIGNED llY: SL I CHECKED BY: : CMQ


civil & structural engineering • land surveying environmental consulting+ land,sca.pe architecture

www.allenmajor.com

100 COMMERCE WAY P.o. nox 211s

WOBURN MA OU!8:8~0118 TEL: (781) 935~6889 FAX: (781} 93.5-2896

WOBURN, MA + .LAK£VILLE1 MA + MANC.HI-:-STER, N.H

THIS ORAWING MAS B£ENPR£PARED IN ELECTRONIC FORMAT. UIENT/CUENi'S REI'!!fSENTATlVE ORCONSUI..TANT MAY llE I'ROVIDE!l COPIES OF !JRAW!NGS AND SPECJflcAT!ONS ON MAGN£11C MEDIA fOR HIS/HER ·JNFORMATION AND USE FOR SPEOFIC APPUCA TlON TO Tt:tl$ PROJECT. OI,JE TO THE POTENlJAl T:ijAT THE

=~~r:z::~':'=~~NC~=ru.OR ==~==~~~~I>~:':!GNET'c SPEC1FtcA:TtoNS ISSU€:0 S-HALL· BJ:: THE ONLY RECORD COPIES OF A!.lEN & MAl!lR .es;0CIAID,INC.~ WORK PRODUCT.

DRAWING TITlE: SHEET No.

#128 WHEELER ROAD LAYOUT & MATERIALS PLAN C-28

\

I \

\

R=1 8" PVC INVERT TO BE DETERMINED IN

. THE l'lELD 1=17L60(UDS1)

BASE OF PIPE= 172.30 TOP OF PIPE=174.80

TOP OF STONE= 175.30 (76 SC~ 7 40 STORMTECH

CHAMBERS W / IMPERMEABLE BARRIER, 12" HEADER PIPE,

6" UNDERDRAINS, & ISOLATOR ROW)

\

R=1

CONNECT EXISTING 8" PVC ROOF DRAIN TO PROPOSED MANHOLE

(SEE NOTES)

R=1 .2 I= 172.30(CDS)

WEIR=174.80

I= 172.35(1N) I= 172.35(UDS)

I= 172.30(UDS) 5LF

15" HOPE S=1.0%

INSERTA TEE:-~.~ 1=172.63

1=172.57(1A) 1=172.57(18)

1=172.47(CDS)

MONITORING WELL TO BE

REMOVED CONTRACTOR TO-JJI::i VERIFY GRADES

IN FIELD

MIDDLESEX TURNPIKE (1962 STATE HIGHWAY LAYOUT}

{PUBLIC - VARIABLE WIDTH}

CONNECT EXISTING 6"·---......,! PVC ROOF DRAIN TO PROPOSED MANHOLE

(SEE NOTES)

'-tmu. 12" HOPE S=LO%

R= 1=172.30(UIS) 1=171.80(UD) I= 171.80(EX.MH) (SEE DETAILS)

R= 76.95

).___:::,~~]~~~~~t~~tf~~~t~~~:~~.f2~1=173.05 . 1

1=172.77(2A) 1=172.77(2B)

12" S=2.0%

32LF, 15" HOPE

S=1.0%

ILR,~ISE EXISTING MONITORING WELL RIMS TO FIN. GRADE (COORDINATE WITH WELL OPERATOR)

BLF 8" HDPE

S=1.0%

I= 172.67(0CS1)

rOl~S/12(4'~)

I= 171.02(UD~2) 1=169.90(UD) I= 169.90(EX.MH) (SEE DETAILS)

• 12" HOPE S~=1.0% PROPOSED DMH

. . (BY OTHERS) . R=173.73

'-CONNIECT 8" HDPE TO TOP OF CHAMBER 1=171.02

BASE OF PIPE= 170.40 1 TOP Of P!PE=171,73

1=169.s5(ocs) I"' 169. 75(EX.DMH) 1=169.55(EX.CB) I= 169.45(EX.OUT)

(CONTECH V~~FhlTR'f\ 1=170.40(VS) TOP OF STONE=172,;!3

R=175. 1=170.48(CB5) I= 170.48(MH5)

1=170.40(UDS) (3 SC~310 STORMTECH CHAMBERS W/ IMPERMEABLE BARRIER, 4" UNDERDRAINS, & l!'i9LATOR ROW)

DMH (BY OTHERS) R=178.64 1=171.20(UDS1) 1=174.65(~X.C816) I= 174.65(EX.C!318) 1=17UD(EX,OUT)

Applicatinnnk,d 2 • '3 -.;;!.010 ik9ring Date :3 ... \ ").,. @l. 0\ ~ Pl,m Appwved 3 - I I) - ~ 0 110

( LEGEND: ) DRAIN MANHOLE (DMH) ~ DRAIN MANHOLE W/ WEIR 0 CATCH BASIN (CB) !\!» DOUBLE CATCH BASIN (DCB) 8 CONTECH V~SENTRY UNIT ~ DRAIN LINE

RIP~RAP SLOPE ~

5' CONTOUR 150 --

1' CONTOUR 149--

SPOT GRADE ' 1 48. oo

DETENTION SYSTEM L = = ::J DETENTION CHAMBERS (j ·--~-~· I_ [ __ ] OUTLET CONTROL STRUCTURE OCS

CONTECH V ~SENTRY UNIT VS

NQIES:

1.

2.

3.

4.

5.

6.

7.

THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & MAJOR ASSOCIATES, INC. IT'S INTENDED USE IS TO PROVIDE INFORMATION. ANY ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT OF ALLEN & MAJOR ASSOCIATES, INC. IS STRICTLY PROHIBITED.

PIPE DIMENSIONS ARE MEASURED FROM THE INSIDE FACE OF THE STRUCTURE.

THE SIZE AND LOCATION OF EXISTING ROOF LEADERS SHALL BE CONFIRMED BY THE CONTRACTOR IN THE FIELD.

THE CONTRACTOR SHALL CONTACT "DIGSAFE" AND THE AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING UTILITIES. DIGSAFE: 1 ~888~344~ 7233

SEE SPOT GRADE PLANS (SHEETS C~3B & C~3C) FOR DETAILED GRADING IN ADA ACCESSIBLE AREAS.

FOR SLOPE GREATER THAN 2:1, SEE RECOMMENDATIONS FROM GEOTECHNICAL ENGINEER.

GRAPHIC SCALE

" 0 " I 20 40 " y.- I I I


Nc\PROJECTS\ 7 745~07\CIV/L \DRAWINGS\ CURRENT\ 1745~07 ~ GRADING & DRAINAGE.DWG


REV DATE DESCR!l'T10N

OWNER:


PROJECT:

#68 MlDDLESEX TURNPIKE &


' PROJECT NO. 07-19-2016 1145-07 I DATE: 1------·---f---------1

SCALE:

DESIGNED BY:

1" = 20' I DWG. NAME: ' .

SL i CHECKED BY:

C1145-07

CMQ


civil & structural engineer-ing • land surveying environmental consulting• landscape architecture

www.allenmajor.com


WOBURN MA fH888~0118 TEL: (781) 935~6889 FAX: (7"80 935~2896

WOBURN, ~L~ + LA-!'=EVfLI:E, .!114 + ~fANCHESTER, l'5Il:

THIS DRAWING HAS-BEEN ?REPAREO-tN-ELECTRONIC FORMAT. CUENT/CUENl'S REI'REStNTATM OR COrfSULTANT MAY llE PI!QV!otll CQP!E?OfJ)RAWtN<;S AND SPEOACATJQNS ON MAGNETIC MEOlA fOR HlS/HER INfORMATION AND USE fOR SPECIFIC

~~~~~~:.~:'o~~r::\ir:.h~~ OTHERWISE, AU.EN.'!< MAJOR AS<;oc:AltS,INC. MAY REMOVE AU.

-1N!}ICAT10N OF Ttl~ DOClJMENB AUTHORSHIPO_r.J 'fHE MAGNETIC MEOlA PRMEO REPI!E$ENTAllONSOf tHE DRAWfNl;SAND $PliOFICAOONS 1$50£0 SHALl BE THE ONlY RECORD COP!ES Of ALlEN & MAJOR A$50l:lATES, INc.'S WORKI'ROOIJCT.

DRAWING TfTLE: SHER No.

GRADING & DRAINAGE PLAN

Copyrig}!t©2016 Allen & MfljO£ Associillcs, Jnc. All R/ !;WRH£FVe4

C-3A

174~5(EX.1---J

TC~ 176~95 ac~ 176.45

..-- TC= 1 76_5

lBC~1760

:177 25 x-- --- --- -

MIDDLESEX TURNPIKE

fl!G GALl 81! OR

1-888-DI<Hit;fE H!88-344-7233

(1962 STATE HIGHWAY LAYOUT) (PUBLIC - VARIABLE WIDTH)

176.50 ------ ____ x_ __ --

TC~1775~ BC~ 177~0

c._;,

J '", I

--";

~1 / j \ '-~ -- "-.J '

' j I

76.75

· In ----- J TC~177.4 --~-..!176.65 I;· ·r-....J/ l LJ . I

r~ I I I J . I I I ' I I I LJ

I

I 176.9

BC~ 176~9

TC=177.4 BC~ 176~9

176.5

- - -----

I

1TC~1n.

~c~ 17730

177.45

- ----

Apprvvcd by the

BURU~5fl!LANN1NG BOAH.D

--'~~~~\-----;;;-Chairman

Applic•tinn Filed f2 • 1· ;Jcl ~ H~nng n.tv 3. !') • a •I "" PIAn Appmwd "3- II) - a 0 I """

(

NOTES:

LEGEND:

1' CONTOUR

5' CONTOUR

SPOT GRADE

ADA PARKING/ACCESS SLOPE=1 ~5%(±0~5%)

------171

------ "i /0 -----------

x128 ~-----------~,

I· • .·1 I I I I I ,I

:- - 1 _c_. ___________ l

)

1 ~ THE LOCATIONS Of EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION Of ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

2~ THE INfORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY Of ALLEN & MAJOR ASSOCIATES, INC~ IT'S INTENDED USE IS TO PROVIDE INFORMATION~ ANY ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION OR DATA WITHOUT THE EXPRESSED, WRITIEN CONSENT OF ALLEN & MAJOR ASSOCIATES, INC~ IS STRICTLY PROHIBITED.

3~ PIPE DIMENSIONS ARE MEASURED FROM THE INSIDE FACE OF THE STRUCTURE.

4. THE SIZE AND LOCATION OF EXISTING ROOf LEADERS SHALL BE CONFIRMED BY THE CONTRACTOR IN THE FIELD~

5~ THE CONTRACTOR SHALL CONTACT "DIGSAFE" AND THE AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING UTILITIES. DIGSAFE: 1-888-344-7233

GRAPHIC SCALE w 0 ' w 00 " y.J I I I I

( IN FEET ) 1 inch o= 10 ft.

N:\PROJECTS\ 1145-07\CIVIL \DRAWINGS\ CURRENT\ 1145-07 - SPOT GRADES.OWG

PROFESSIONAL ENCINEER FOR ALLEN & MAJOR ASSOCIATES, INC.

REV DATE DESCRII'flON

OWNER:


PROJECT:

#68 MIDDLESEX TURNP1KE &


PROJECT NO. 1145.{)7 DATE: 07·19-2016

C1145.Q7

DESIGNED BY: CMQ

PREP ARID BY:


civil & stru-ctural engineering • lanil surveying -environmental consulting+ landscape architecture

www.alleumajor.com


WOBURN MA 01388~0118 TEL: (781) 935w6889 FAX: (781) 935~2896

WOBURN, MA + LAKEVILLE. MA + MANCHF,STEJt, N~H

THIS ORAWlNG HAS aEai PftEPARED INEI.£crRQNJC to'RMAT. Cl.IENT/CUI1Nl'S JlEPIII;SENTATlVE OIH:ONSU!.TANT MAY BE !'RO\Ilf>EO COPIES Of ORAWINGS ANO Sl'ECIFICATIONS ON -GNE!lC MEDIA FOR H!SfH£1\ !Nl'ORMAT!ON AND USE FQR Sl'EClf!C APPIJCAT!ON TOTJ;l5 PROJECT~ Ol:!HO THE !'C!TENT!Al THAT THE MAGNETIC INFQRMAlJON MAY liE MODIFIED UNINTENTIONAllY OR OtHERWISE, AIJ£N & MAJOR ASSOCIATES, INC~ MAY REMOVE All INOICATION Of THE DOCUMENT'$ AUTtiORSHW ON l'HE MAGNETlC MEOlA I'RlNTED JlEPIII;SENTAlJONS Of lliE DRAWINGS AND SP£0RCATIDNS fSSOEO SHALL B£ THE ONlY 1\ECORD COPIES OF ALLEN & MAJOR ASOOQ;i;o;s, INC.'S WORI< PRODUCT.

DRAWING ffil£:

SPOT GRADE PLAN

Copyugin©2(Jl6 Allen & Mapr ASSOCIII!<'Il, inc, AJJRi tsj{_~

SHEET No~

C-38

X 181 0

18355(EX)~

TC~ 1 bU.bll·· BC~180.10

I

\

I ' )' '-..

- ! ~' 1-, '---' '

MATCH LINE SHEET C

-- Ill Ill -- Ill Ill Ill Ill -- Ill Ill --MATCH LINE SHEET B

00 181.0

I I I

I

i . I

I il i '(.

\. I. '

I

. .. - ·- .. 'I

I

i I ,. ' / t -

! '. --, I I

"-- -

i ; .. ... ·I

I

179.25

/

/

I ' '

I I

~

!

!

~-1178.39// A / !

.--.~/I

I

Appron>d by the BURUljjpffLANNING BOARD

-~~4';-R',!'Pr----~Chairman

Applkatwn Fil<d.:? • 3 -,;l.d. '0 Hearing Date 3.. I') - ~ ot ~ Plan Appmvc>d 3 - If) - <;; <>! 10

(

NQTE:;>:

LEGEND: 1' CONTOUR

5' CONTOUR

SPOT GRADE

ADA PARKING/ ACCESS SLOPE=1.5%(±0.5%)

I /1

X128

- -----~-----'

I J I I I I !

' ' ' ' l _____________ j

)

1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & MAJOR ASSOCIATES, INC. IT'S INTENDED USE IS TO PROVIDE INFORMATION. ANY ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION OR DATA WITHOUT THE EXPRESSED, WRIITEN CONSENT OF ALLEN & MAJOR ASSOCIATIES, INC. IS STRICTLY PROHIBITED.

3. PIPE DIMENSIONS ARE MEASURED FROM THE INSIDE FACE OF THE STRUCTURE.

4. THE SIZE AND LOCATION OF EXISTING ROOF LEADERS SHALL BE CONFIRMED BY THE CONTRACTOR IN THE FIELD.

5. THE CONTRACTOR SHALL CONTACT "DIGSAFE" AND THE AT LIEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING UTILITIES. DIGSAFE: 1-888-344-7233

GRAPHIC SCALE

( IN FEET ) 1 mch = 10 ft

N:\PROJI:CTS\ 1145 .. 07\C!V1L \DRAW1NGS\CURRENT\ 1145~07 - SPOT GRADES.OWG

PROFESSIONAL ENGINEER FOR ALLEN & MAJOR ASSOCIATES, INC

I -~+---~-t--~----------1

I

OWNER:


PROJECT:



1-----------~~-, .. ----------1 PROJECT NO. 1145-07 i DATE: 07-19-2016

I

SCAlE: 1" ... 10' DWG. NAME: C1145-07

DESIGNED BY: Sl CHECKED BY:


civil & stru-ctural engineering • land surveying environmental consulting+ landscape architecture

www.allenmajor.com


WOBURN MA {)188-8~0118 TEL: {781) 935-6889 FAX: (781) 935~2896


THJS DRAWING HAS BEEN PREPAR£0 tN £4.ECT'RONIC FORMAT. CUENT/CUENTS REPRESENTATIVE ORCONS\JLTA!iT MAY BE PROVJDED CO?tES Of DRAWtNGS AND SPECIRCATIONS ON MAGNETIC MEOlA fOR HIS/Hal INFORMATION AND USE fOR Sl!ECIAC APl'UCATION TO THlSI'IlOJECT. DUE TO THE POTENl!AL Th!AT THE MAGNET!<: !NfORMAllQN MAY BE MODlflED \!NlNIDI!lONA!.lY OR OTH£RW5E, ALlEN & MAJOR ASSOOAli'S.lNC MAY ilEMOVE AU lNOlCA11QN Of THE OOCUME>WS AlJTljORSHJP ON THE MAGN81C MEDIA. PRiNTED REPRES£NTATIONS QF lli£ -DRAWINGS AND SPEQACA'fJONS tSSU£0 SHALl BE THE ONlY R£-CORO COPIES OF Al.l.t;N &MAIORASSOC!ATES,lNC.'SWORK PRODUCT.


SPOT GRADE PlAN

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DIG CAll 811 OR

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EXISTING RELOCATED OVERHEAD ELECTRIC

WIRES

PROPOSED T~~N~~g~~i~~-~~~~~~ OR AS LOCATION

DETERMINED BY UTILITY COMPANY REQUIREMENTS

ALTERNATIVE #2---t,..f~l 4"(x3) PVC ELEC.

4"(X1) PVC SPARE ELEC. CONDUIT (SEE NOTE #7)

1 t CORPORi'<TION-... STOP

ALTERNATIVE 5"(x2) PVC ELEC. &

4 "(X2) PVC TELEICABLE CONDUIT (SEE NOTE #7)

#2 4"(x2) PVC TELEICABLE CONDUIT (SEE NOTE #7)

18LF, 6" PVC, S=6.4%

- ---' -- ------- -----~-- '" - -- ----- ------ - ___ __._;_---

MIDDLESEX TURNPIKE (1982 STATE HIGHWAY LAYOUT)

(PUBLIC - VARIABLE WIDTH)

--I

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ALTERNATIVE PROPOSED

POLE WI RISERS

#1 T£LEICA8LEIELECTRIC OVERHEAD WIRES

HYDRANT WITH

-------

TERNATIVE 111 PROPOSED UTILITY POLE w I POLE -MOUNTED TRANSFORMER

-------~

6" WATER GATE .••.

0

,000 GALLON GREASE TRAP (SEE DETAIL) R=176.4 1=170.85(8LG) 1=170,6Q(MH1)

CONNECTION WITH FERNCO TAP SADDLE CONNECTION. 1=169.50(MH1) 1=161.75(EX.)

1=170.40(GT) 1=170.40(8LG) 1=170.30(MH2)

UTILITY POLE #4

--~{---~·CONNECT TO EXISTING 12" WATER SERVICE PER TOWN OF BURUNGTON STANDARDS. CONTRACTOR TO COORDINATE WITH BURLINGTON WATER DEPARTMENT.

p"X12" TAPPING SLEEVE AND WATER GATE.

SERVICE SHOWN FOR PURPOSES GAS·. TO DETERMINE LOCATION, SIZE, AND MATERIAl.. OF SERVICE.

Appnwt--.J by tht:

BURLIN_lZ:rJY'LANNING BOA~D . ...... ~ Chmrman

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NQT£S:

LEGEND:

SEWER MANHOLE

SEWER CLEANOUT

SEWER VENT

SEWER LINE

©

WATER (FIRE SERVICE) --w-F---

WATER (DOMESTIC SERVICE) -w-o--wv

WATER VALVE 1>4

HYDRANT

GAS LINE

GAS VALVE

GREASE TRAP

OVER HEAD WIRE

PROPOSED UTILITY POLE

EXISTING UTILITY POLE

ELECTRICAL CONDUIT

TELEI CABLE CONDUIT

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1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & MAJOR ASSOCIATES, INC. IT'S INTENDED USE IS TO PROVIDE INFORMATION. ANY ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION OR DATA WITHOUT THE EXPRESSED, WRmEN CONSENT OF ALLEN & MAJOR ASSOCIATES, INC. IS STRICTLY PROHIBITED.

3. GAS SERVICE SIZE TO BE CONFIRMED BY MECHANICAL ENGINEER AND SERVICE PROVIDER.

4. WATER SERVICES SHOWN ARE FOR COORDINATION PURPOSES ONLY. FINAL SIZE AND LOCATION TO BE DETERMINED BY M.E.P.

5. FIRE SERVICE SIZE TO BE CONFIRMED BY FIRE PROTECTION ENGINEER.

6. ELECTRIC AND TELECOMMUNICATIONS LINES SHOWN FOR COORDINATION PURPOSES ONLY. FINAL LOCATION OF TRANSFORMER, UNDERGROUND ELECTRIC AND TELEIDATA LINES, OVERHEAD WIRES, AND PROPOSED UTILITY POLES TO BE DETERMINED BY UTILITY PROVIDER.

7. ALTERNATIVE 1/1 : A UTILITY POLE EQUIPPED WITH A POLE MOUNTED TRANSFORMER SHALL BE PLACED IN THE PARKING ISLAND. TELEPHONE, CABLE, AND ELECTRIC LINE SHALL BE RUN VIA OVERHEAD WIRES TO THE PROPOSED BUILDING.

8. 1\kTERNATI'(E 1/2: A UTILITY POLE EQUIPPED WITH RISERS SHALL BE PLACED IN THE PARKING ISLAND AND A TRANSFORMER PLACED ON AN HD CONCRETE PAD. ELECTRIC SERVICE SHALL RUN FROM THE POLE TO THE TRANSFORMER TO THE PROPOSED BUILDING. TELEPHONE AND CABLE SERVICE SHALL RUN FROM THE UTILITY POLE TO THE PROPOSED BUILDING.

9. FOR BOTH ALTERNATIVES, EXISTING OVERHEAD WIRES SHALL BE RELOCATED TO THE NEW UTILITY POLE IN THE PARKING ISLAND.

7. SEE ELECTRICAL SITE PLAN SHEET E.004 FOR DUCTBANK SECTION DETAIL.

GRAPHIC SCALE 20 o 10 zo 4o ao

~~~-fi}_--~~-----,~~~~1 ( IN FEET )

1 inch = 20 fl.

N \PROJECTS\ I 7 45-07\ CiVIL \DRAWINGS\ CURRENT\ I I 45-07 - UTIL!T!£S.DWG


1-------t-----t----~~--~"--· REV DATE DESCRll'fiON

OWNER:


PROJECT:



I PROJECT NO. 1145-07 DATE1 07-1!H016

~--·-

SCALE: , ..... 20' OWG.NAME: (1145-07 -----DESIGNED BY: SL CHECKED BY: CMQ

PREPARI>:J) B-Y:


civil & structural engineering • land surveying environmental consultin-g• landscape architecture

www.allenmajor.com

100 COMMERCE WAY P.O. BOX 2:118

WOBURN MA 01888-0llS TEL: (781) 935-6889 Jo'AX: (781) 935~2896

WOBURN, MA + LA-KEVILLE, MA + M)\NCH.ESTEJ;l, N.H.

THIS DRAWING HAS BEEN PREPARED-IN ELEO'RONIC FORMAT. CUENTfCUENI'S ~AlWE 01\ COO>ULTANT MAY llE PROVIDED COPI-ES _OF DRAWtNGS ·AND SPECtf!CATlON:S-ON MAGNETJC MEDIA fOR HIS/HER 1NFORMATION AND USE fOR Sl'ECIRC

=~.:~.:.~:~:;oo:\,~==:'01\ OTHEJMits'£, All£ti& MAJOR ~SOCM\TES,INC. MAY REMOVE Ali 1NDICATION OF THE OOCUMEN'l"'S-AIJTHQRSHlP ON THE MAGNtnc MEOlA. PRIN1'ED -REPRESENTA-TIONS· OF THE OOAWtNGS AND S'PECIFICATIONS.tSSUfO:·SHALL-BE $ ONLY ·RECOIID·C-OPIES Of Al.lfN &MAJOR ASsociATES, INc.'S WORK PRODUCT.

DRAWING TITLE:

UTILITY PLAN

Copyrigh!@2fl/6 Allen & Major Anoci/i!f:s, Inc. _All R;i ts_:R~

SHEETNo.

C-4

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DIG SAFE

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)-- ALL PROPOSED -.......,_ LANDSCAPE AREAS INCLUDING MOWED

LAWNS, TREES, SHRUB BEDS, AND PERENNIALS

SHALL BE EQUIPPED WITH IRRIGATION. SEE

NOTE /120. TYP.

LOAM & SEED DISTURBED AREAS,

TYP. 6JC

I

NOTES:

LEGEND:

PERENNIALS

SHRUBS o®"

DECIDUOUS TREES

~@ FLOWERING/EVERGREEN TREES

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1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLIE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & MAJOR ASSOCIATES, INC. IT'S INTENDED USE IS TO PROVIDE INFORMATION. ANY ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT OF ALLEN & MAJOR ASSOCIATES, INC. IS STRICTLY PROHIBITED.

3. ALL LANDSCAPED AREAS WITH SHRUBS, TREES, AND PERENNIALS TO HAVE 18" MINIMUM DEPTH TO TOPSOIL. TWO (2) FEET OF TOPSOIL AROUND TREES AND SHRUBS DOES NOT INCLUDE AMENDED PLANTING SOIL WITHIN THREE/SHRUB PIT FOR DEPTH OF ROOT BALLS. SEE PLANTING DETAILS FOR PLANTING DEPTH AT SHRUBS AND TREES. ALL AREAS OF LOAM AND SEED TO HAVE 6" MINIMUM DEPTH OF TOPSOIL. TOPSOIL TO BE TESTED BY CONTRACTOR, AND APPROVED BY A&M PRIOR TO PURCHASE AND/OR PLACEMENT. GENERAL CONTRACTOR, AND LANDSCAPE CONTRACTOR TO COORDINATE PROPER DEPTH OF EXISTING MATERIAL REMOVAL ACROSS SITE SO THAT 18" MINIMUM AND 6" MINIMUM DEPTHS OF PROPOSED TOPSOIL NOTED ABOVE ARE MET AT NO ADDITIONAL COST TO THE OWNER. SEE TOPSOIL DETAIL.

TOWN OF BURLINGTON, ZONING SUMMARY: SECTION 7.4.0 GENERAL LANDSCAPE REQUIREMENTS

REQUIRED 7 .4.2: LANDSCAPING, IN ACCORDANCE WITH AN APPROVED SITE PLAN, SHALL BE PROVIDED, ERECTED AND MAINTAINED ON ANY OF PART OF THE LOT WHICH IS NOT OCCUPIED BY A STRUCTURE OR BY REQUIRED PARKING AREAS, SERVICE AREAS, AND DRIVEWAYS; EXCEPT THAT ALL OR PART OF THE REQUIRED LANDSCAPING MAY BE IN ITS CLEAN ORIGINAL WOODED STATE.

PROVIDED:

~..--""· j;:---iif-.,---,!.,...___L SPECIES, QUANTITY AND LOCATION OF PERENNIALS TBD.

LANDSCAPING, INCLUDING LAWN, TREES AND SHRUBS IS PROVIDED IN ALL AREAS OF THE LOT NOT OCCUPIED BY STRUCTURE OR PARKING.

• • • •

12TO

12TR

9TE

1PP

MIDDLESEX TURNPIKE (1962 STATE HIGHWAY lAYOUT)

(PUBLIC - VARiABLE WIDTH)

Application Filed (;} • S -.;l ol <0

HearingDate 3- 1'1- 01-ot lfl Plan Approved "3.- 1'1- ~ll L '4"

SPECIES, QUANTITY AND LOCATION OF

PERENNIALS TBD.

3SR

4JC

4JC

3TC

GRAPHIC SCALE

4SR

LOAM & SEED DISTURBED AREAS, TYP.

20 I) 10 20 4() 80

~~-a---... -~~ .. ~1 111111 1 ~~-1111111111111111111111~-~::J~ ( IN FEET )

1 inch = 20 fL

KEY QUANTI1Y

AR 5

TC 11

REQUIRED 7.4.6: PLANTED AREAS SHALL CONTAIN AN APPROPRIATE MIX OF PLANT SPECIES THAT ARE APPROPRIATE TO THE PROPOSED USE, SITE LAYOUT, SOILS, AND OTHER ENVIRONMENTAL CONDITIONS. VEGETATION IS PREFERABLIE TO MULCH WHERE PRACTICAL.

PROVIDED; PLANTING MATERIAL PROVIDED IS HARDY TO THIS CLIMATE. THE USE OF MULCH IS LIMITED TO AREAS OF TREES, SHRUBS AND PERENNIAL PLANTING.

PlANT SCHEDULE -TREES, SHRUBS & PERENNIALS

BOTANICAL NAME COMMON NAME MIN. SIZE SPACING COMMENTS

ACER RUBRUM RED MAPLE 2.5"-3" CAL. AS SHOWN B&B

TILIA CORDATA LITILELEAF LINDEN 2.5" -3" CAL. AS SHOWN B&B

EVERGREEN/FLD'WERING TREES PP 1 PICEA PUNGENS 'FAT ALBERT' COLORADO BLUE SPRUCE 7' -8' HT. AS SHOWN B&B

SHRUBS

ORNAMENTAL GRASSES

MS TBD

MC TBD

MISCANTHUS SINENSIS 'UTILE KITIEN' MONLINIA CAERULEA 'VARIEGATA'

MAIDEN GRASS

VARIEGATED PURPLE MOOR GRASS

2 GAL.

2 GAL.

24" o.c. STAGGERED

10" o.c. STAGGERED

PERENNIALS ALLIUM AfLATUNENSE·----.-----------,--------,------,,------1

AA TBD 'PURPLE SENSATION GIANT ALLIUM BULBS 6" O.C. UNDERPLANT ~--+-------~~~~~illL----~------------~------~------~--------~

CZ TBD COREOPSIS 'ZAGREB' ZAGREB TICKSEED 1 GAL. 15" O.C STAGGERED

EP TBD ECHI ACEA PURPUREA PURPLIE CONEFLOWER 2 GAL. 18" O.C STAGGERED

18" o.c. STAGGERED

DA TBD NARCISSUS DAFFODIL BULBS 6" o.c. UNDERPLANT

SL TBD SALVIA 'RHAPSODY IN BLUE' MEADOW SAGE 2 GAL. 18" o.c. STAGGERED

SA TBD SEDUM 'AUTUMN JOY' SEDUM 2 GAL. 18" o.c. STAGGERED

N·\PROJECTS\ 1145-07\C1V1L \ORAW1NGS\CURRENT\ 1145-07 - LANDSCAPE.DWG


REV • DATE DESCRII'TION

OWNER:


PROJECT;



PROJECT NO. 1145-07 DATE: 07-19-2016

SCALE: 111""' 201 DWG. NAME: C114S.07

DESIGNED BY: Sl CHECKED BY: CMQ



www.allenmajor.com


WOBURN MA 01888-0118 TEL; (781) 935-6889 FAX: (781) 935-2896


THIS DRAWING HAS BfEN PREPARED IN ElECTRONIC FORMAT. CUENT/CUENl'S REl'RfSENTATIVE OR CONSULTANT MAY BE PROVIOEO COPIES OF DRAWINGS AND SPECJACATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SP£CIRC APPliCATION TO THIS PROJEG. DUE TO THE POTENTIAl. THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNlNTENTIONAUY OR. OTHERWtSE, AllEN & MAJOR ASSOOATES, INC MAY REMOVE AU INDICATION OF THE DOCUMENl'S AUTHORSHIP ON THE MAGNETIC MEDIA. PRINTED R~SENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHAll BE THE ONLY RECORD COPIES Of ALLEN & MAJOR ASSOCIATES, INC.'S WORK PRODUCT.


LANDSCAPE PLAN C-5A Copyright@2016AI/ca & Majer .4srodalf;s, lm;;.

All Right$ R(:f;erved

LOAM AND SEEDING NOTES: LANDSCAPE NOTES CONT. CONTRACTOR SMALL SEED ALL DISTURBED AREAS NOT NOTED TO RECEIVE OTHER MATERIALS, AND AT AREAS SHoWN ON THE PLAN PER SPECIFICATIONS BELOW 10. ALL DISTURBED AREAS NOT OTHERWISE NOTED SHALL RECEIVE 6" OF SUITABLE LOAM & SEED

SCIENTifiC NAME GQMMON NAM£ PROPORTION PERCENT ElY WE!Gt.JJ PURITY

FESTUCA RUBRA CREEPING RED 37% 95% "RUBRA" FESCUE

PAO PRAENTENSIS BARON KENTUCKY 40% 85% "BARON" BLUEGRASS

LOUUM PERENNE PALMER PERENNIAL 15% 95% "PALMER" RYEGRASS

FESTUCA RUBRA WILMA CHEW!NGS 8% 95% COMMUTATA WILMA

1. SEED TO BE SPREAD AT MINIMUM RATE OF 5 LBS. PER tOOO SQ. FT.

PERCENT GERMINATIQN

90%

90%

90%

80%

2. SEEDING TO BE COMPLETED "IN SEASON" BETWEEN APRIL 1 TO JUNE 15 OR AUGUST 15 TO OCTOBER 1, EXCEPT FOR RESEEDING OF BARE SPOTS. IF UNABLE TO SEED WITHIN THESE TIMEFRAMES, CONTRACTOR TO INSTALL EROSION CONTROL MATS ON ALL SLOPES 3:1 AND OVER, HYOROSEED ALL EXPOSED AREAS, ADD SOIL STABILIZER "FLUX TERRA HP-FGM SOIL STABILIZER" AS MANUFACTURED BY "PROFILE" TO mDROSEED (AT RATE OF 3,000 l.BS PER ACRE), AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR TO COMPLETE ALL ABOVE "OUT OF SEASON" REQUIREMENTS AND TH.EN ALSO BE RESPONSIBLE FOR RE-GRADING AND RE-SEEDING ALL DISTURBED. ERODED, OR BARE SPOTS WITHIN NEXT CLOSEST PLANTING SEASON IN FALL OR SPRING AT NO ADDJTIONAL COST TO OWNER. CONTRACTOR RESPONSIBLE FOR ALL MAINTENANCE UNTIL FINAL ACCEPTANCE OF LAWN AREAS INCLUDING: WATERING, ADDING FERTILIZERS AND UME AND MOWING AT NO ADDITIONAL COST TO OWNER.

3. COMMERCIAL FERTILIZER SHALL BE APPLIED AT THE RATE OF 25 POUNDS PER 1000 SQ. H. OR AS RECOMMENDED BY THE TESTING AGENCY. LIME TO BE SPREAD AT THE RATE Of 100 POUNDS PER 1000 SQ. FT OR AS RECOMMENDED BY THE TESTING AGENCY. COMMERCIAL FERTILIZER SHALL BE A COMPLETE FERTILIZER CONTAINING AT LEAST 50% OF THE NITROGEN Of WHICH IS DERIVED FROM NATURAL ORGANIZE SOURCES OF UREAFORM. IT SHALL CONTAIN THE FOLLOWING PERCENTAGES ElY WEIGHT: NITROGEN (N) 1 0%, PHOSPHORUS (P) 6%, POTASH (K) 4%. LIME SHALL BE AN APPROVED AGRICULTURAL LIMESTONE CONTAINING NOT LESS THAN 85% OF TOTAL CARBONATES. LIMESTONE SHALL BE GROUND TO SUCH FINENESS THAT 50% WILL PASS A 100 MESH SIEVE AND 90% WILL PASS THROUGH A 20 MESH SIEVE.

4. LAWN AREAS TO BE SEEDED ElY SOWING EVENLY WITH AN APPROVED MECHANICAL SEEDER AT THE RATE Of TEN POUNDS PER 1000 SQUARE FEET.

5. CONTRACTOR RESPONSIBLE FOR WATERING, MOWING, ANO RESEEDING OF LAWN BARE SPOTS UNTIL A UNIFORM, HEALTHY STAND OF GRASS IS ESTABLISHED AND ACCEPTED.

LANDSCAPE NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WlTH THE REQUIREMENTS OF THE TOWN OF

BURLINGTON, MA. .

2. PLANTING PLAN IS DIAGRAMMATIC IN NATURE. FINAL PLACEMENT OF PLANTS TO BE APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES ANY PERMITTING AGENCIES, AND "DIG-SAFE" (1-888-344-7233} AT LEAST 72 HOURS IN ADVANCE OF ANY WORK THAT WILL REQUIRE EXCAVATION. CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE Of NAY CONFLICTS IN . WRITING.

4. NO PLANT MATERIAL SHALL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA, ANY TREES NOTED AS •sEAL OR SELECTED SPECIMEN" SHALL BE TAGGED AND SEALED BY THE LANDSCAPE ARCHITECT.

5. ALL TREES SHALL BE BALLED AND BURLAPPED (B&B) UNLESS OTHERWISE NOTED OR APPROVED BY THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT.

6.

7.

8.

9.

CONTRACTOR SHALL VERIFY QUANTITIES SHOWN ON PLANT LIST. QUANTITIES SHOWN ON PLANS SHALL GOVERN OVER PLANT LIST.

ANY PROPOSED PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT.

ALL PLANT MATERIALS ,INSTALLED SHALL MEET THE GUIDELINES ESTABLISHED BY THE STANDARDS FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.

ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING DATE OF ACCEPTANCE.

NOTES; 1. ALL SHRUBS SHALL HAVE THE SAME RELATIONSHIP TO FINISH GRADE

AFTER PLANTING AS THEY HA.D AT THE ORIGINAL NURSERY SETTING. SET SHRUB 1 "-2" ABOVE FINISH GRADE.

2. BACKFILL WITH PLANTING MIX. PLANT MIX TO BE: 50% NATIVE TOPSOIL, 20% COMPOST (LEAVES & ORGANIC MATERIAL, NO ASH) 20% PEAT MOSS, 10% SAND.

3. ADD MYCORRHIZA SOIL ADDITIVES AND SLOW RELEASE FERTILIZER WHEN PLANT HOLES ARE 50% FILLED AND WATER THOROUGHLY AT COMPLETION.

4. SHRUB BEDS TO HAVE 24" MIN. OF CONTINUOUS PLANTING SOIL.

3" BARK MUL.CH-~

4" EARTH SAUCER

ROOT BALL---"

CUT & ROLL DO~IN--i BURLAP @ TOP )J OF ROOT BALL. IF SYNTHETIC, REMOVE ENTIRELY.

WITH SLOPED SIDES

.,.- REMO\IE SOIL FROM STEMS TO DETERMINE WHERE ROOT AREA BEGINS

MIN. TOPSOIL, NEW OR EXISTING

-.........PLA!NTI~IG MIX BACKFILL SEE NOTES /12 &3

~LINDISTURBE:D SOIL

LAWNS WITH 3:1 OR GREATER SLOPES SHALL BE PROTECTED WITH AN EROSION CONTRol BLANKET.

11. ANY FALL TRANSPLANTING HAZARD PLANTS SHALL BE DUG IN THE SPRING AND STORED FOR FALL PLANTING.

12. TREES SHALL HAVE A MINIMUM CALIPER AS INDICATED ON THE PLANTING SCHEDULE TAKEN ONE FOOT ABOVE THE ROOT CROWN.

13. ALL PLANT BEDS AND TREE SAUCERS TO RECEIVE 3" OF PINE BARK MULCH. GROUND COVER AREAS SHALL RECEIVE 1 " OF PINE BARK MULCH

14. ALL DECIDUOUS TREES ADJACENT TO WALKWAYS AND ROADWAYS SHALL HAVE A BRANCHING PADERN TO ALLOW FOR A MINIMUM OF 7' OF CLEARANCE BETWEEN THE GROUND AND THE LOWEST BRANCH.

15. ALL TREE STAKES SHALL BE STAINED DARK BROWN.

16. CONTRACTOR RESPONSIBLE FOR WATERING, AND RESEEDING OF BARE SPOTS UNTIL A UNIFORM STAND OF VEGETATION IS ESTABLISHED AND ACCEPTED.

17. ALL PARKING ISLANDS PLANTED WITH SHRUBS SHALL HAVE 24" OF TOP SOIL. FINISH GRADE SHALL BE EQUAL TO THE TOP OF CURB.

18. SOIL SAMPLES, TESTS, AND SHOP DRAWINGS SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT OR THE OWNER FOR APPROVAL PRIOR TO CONSTRUCTION.

19. AN MINIMUM 18" WIDE BARRIER OF 1" GRAY OR TAN PEASTONE SHALL BE INSTALLED IN ALL PLANT BEDS WHICH ABUT THE BUILDINGS. NO MULCH IS ALLOWED WITHIN 18" OF ALL BUILDINGS PER THE LATEST EXECUTIVE OFFICE OF PUBLIC SAFETY AND SECURITY DEPARTMENT OF FIRE SERVICES REGULATION (527 CMR 17.00). INSTALL 6" DEEP OF PEASTONE WITH MIRAFI WEED FABRIC BENEATH AND STEEL EDGING BETWEEN THE PEASTONE AND ADJACENT MULCH BED.

20. ALL PROPOSED LANDSCAPE AREAS INCLUDING MOWED LAWNS, TREES, SHRUB BEDS, AND PERENNIALS SHALL BE PROVIDED WITH WATER EFFICIENT UNDERGROUND IRRIGATION. DESIGN AND INSTALLATION OF IRRIGATION SYSTEM TO BE PERFORMED BY AN APPROVED IRRIGATION DESIGN BUILD CONTRACTOR OR BY AN APPROVED EQUAL, TO BE DETERMINED BY THE OWNERS REPRESENTATIVE AND LANDSCAPE ARCHITECT. IRRIGATION SYSTEM IS TO BE DESIGNED FOR EFFICIENT WATER USAGE INCLUDING: USE OF DRIP IRRIGATION FOR SHRUBS AND PERENNIALS, IRRIGATION SYSTEM WITH HEAD-TO-HEAD COVERAGE, A CENTRAL SHUT-OFF VALVE, AND A RAIN SENSOR TO SHUT OFF IRRIGATION DURING RAIN EVENTS.

SEE LANDSCAPE

SHEET C-5A GENERAL NOTE

II 3 FOR ~EPTHS

NOTES:

TEXTURE GLASS SAND

% OF TOTAL WEIGHT 45% - 65%

SILT CLAY

~ 318" NO. 4 NO. 40 NO. 100 NO. 200 20 urn

15% - 35% 5% - 20%

% PASSING 100 85-100 60-85 38-60 10-35 LESS THAN 5%

1. TOP OF LOAM (TOPSOIL) IS FINISH GRADE.

SEE LANDSCAPE PLAN FOR TYPE

COMPACTED SCREENED TOPSOIL (NO STONES LARGER THAN 318")

COMPACTED SUBGRADE SOILS.

2. ALL TOPSOIL (BOTH ONSITE AND OFFSITE SOURCES) SHALL BE COMPOSED OF A NATURAL, FERTILE, FRIABLE SOIL TYPICAL OF CULTIVATED TOPSOILS OF THE LOCALITY. OFFSITE SOIL SHALL BE SUITABLE FOR THE GERMINATION OF SEEDS AND SUPPORT OF VEGETATIVE GROWTH, WITH ADDITIVES. IF REQUIRED, TO ACHIEVE PARTICLE DISTRIBUTION AND ORGANIC CONTENT BELOW. TOPSOIL SHALL BE TAKEN FROM A WELL -DRAINED, ARIABLE SITE, FREE OF SUBSOIL, LARGE STONES, EARTH CLODS, STICKS, STUMPS, CLAY LUMPS, ROOTS. OTHER OBJECTIONABLE, EXTRANEOUS MADER OR DEBRIS NOR CONTAIN TOXIC SUBSTANCES.

3. THE CONTRACTOR SHALL PROVIDE THE OWNER I LANDSCAPE ARCHITECT WITH TOPSOIL TEST RESULTS (RECOMMEND UMASS AMHERST SOIL TESTING LAB) FOR APPROVAL PRIOR TO OBTAINING AND PLACING THE SOIL. IF ANY TOPSOIL IS PURCHASED OR PLACED PRIOR TO APPROVAL BY OWNER I LANDSCAPE ARCHITECT, IT IS AT CONTRACTORS RISK, AND IT CAN BE REMOVED AT NO ADDITIONAL COST TO THE OWNER. IF THE PLANTING SOIL (BOTH ONSITE AND OFFSITE SOURCES) DOES NOT FALL WITHIN THE REQUIRED SIEVE ANALYSIS, TEXTURAL CLASS, ORGANIC CONTENT, OR PH RANGE, IT SHALL BE ADJUSTED TO MEET THE SPECIFICATIONS THROUGH THE ADDITION OF SAND, COMPOST, LIMESTONE, OR ALUMINUM SULFATE TO BRING IT WITHIN THE SPECIFIED LIMITS AT NO ADDITIONAL COST TO THE OWNER.

4. TOPSOIL SHALL HAVE A PH VALUE BETWEEN 5.5 AND 6.5. TOPSOIL SHALL CONTAIN BETWEEN 4% AND 8% ORGANIC MADER OF TOTAL DRY WEIGHT AND SHALL CONFORM TO THE FOLLOWING GRADATION AND TEXTURE CLASS ABOVE.

___ T:.::O:.:._PS::.:O:.::Il:.:FOc..:::.:oR..=L..A;c.::WN'-'-'-",-'TREES:::::;:;_;•,:;SH""R~U;;,B;;:S,..=&,_,_PE_,REN=N,_,IALS='---(.;\l NOT TO SCALE ~

(2) MIN. 2" X 2" X 8'-_,_ WOOD POSTS FOR TREES UNDER 3" CAIJE!JL

1 0' -0" FOR TREES > 3" CAL. 8'0" FOR TREES 3" CAL. AND UNDER

5• MIN. TO!,'~~~;;::--..... NEW OR·~

PLANTING MIX BACK FILL SEtE_......-......-......-1 NOTE 2 &3. -

UNDISTURBED SOil-_/

ROOT BALL

Approvt..>d by the BURLINGTON PLANNING BOARD

____________ .......:Chairman

REMOVE ARBORKNOT AFTER ONE GROWING SEASON

ARBORKNOT BY DEEP ROOTS OR APPROVED EQUAL

3" BARK MULCH IN SAUCER

PLANT SAUCER, 4" CONTINUOUS WITH BARK MULCH

WARNING FLAG 18" ABOVE FINISH GRADE

FINISH GRADE

SET ANGLE OF GUYS TO ENTER GROUND AT LIMIT OF BRANCH

STEEL EYE STAKES BY DEEP ROOTS OR APPROVED EQUAL

PLANTING SOIL MIX: BACKFILL IN LOOSE LIFTS OF 6" -8" DEPTH. SETTLE WITH THOROUGH WATERING. SEE NOTES 3&4.

AND REMOVE BURLAP AND WIRE BASKETS ENTIRELY.

WITH SLOPED SIDES

;-.ARElOR TIES BY DEEP ROOTS OR APPROVED EQUAL

STAKES AFTER ONE GROWING SEASON

BARK MULCH

r--4" EARTH SAUCER WITH BARK MULCH

& REMOVE BURLAP AND WIRE BASKET ENTIRELY.

ROOTBALL

REINFORCED RUBBER HOSE

--7---3 POSTS FOR ALL TREES 3" CALIPER & OVER

3 X DIA. ROOTBALL ·I

NQTES

Application filed ;;2 " "?-Jot (0

Hearing Date '3- \'1- do I ~

Plan Approved '?I ~ I '1 01- c I <o

1. TREES SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT BORE TO NURSERY OR FIELD GRADE. ROOT FLARE SHALL BE 2" ABOVE FINISH GRADE. REMOVE SOIL FROM TRUNK FLARE OF TREE TO DETERMINE ACTUAL TOP OF ROOTBALL AREA.

2. INSTALL THREE GUYS PER TREE; EQUALLY SPACED AROUND BALL.

3. ADACH GUYS AT 213 HEIGHT OF TREE.



NQTES:

----~~R~G~~~EN~~~E~D~fl~~~l~----03 NOT TO SCALE

1. ALL TREES SHALL HAVE THE SAME RELATIONSHIP TO FINISH GRADE AFTER PLANTING AS THEY HAD AT THE ORIGINAL NURSERY SETTING. ROOT FLARE SHALL BE 2" ABOVE FINISH GRADE. REMOVE SOIL FROM TRUNK FLARE OF TREE TO DETERMINE ACTUAL ROOTBALL AREA.



WITH SLOPED SIDES --~D~E:!:a~DU~O~U~S~~~E;;ePLANT~~~N~G~D~fl~~~l:......_ __ (;\4 NOT TO SCALE ~

N:\PROJECTS\ 1145-07\CIV/L \DRAWINGS\ CURRENT\ 1145-07 - LANOSCAPE.DWG



OWNER:


PROJECT:



PROJECT NO. 1145-{)7 DATE: 07-19-2016

SCAlE: 1" a 20' DWG. NAME: C1145-{)7


PREPAru:O BY:

ALLEN & MAJOR ASSOCIATES, INC .


www.allenmajor.com


WOBURN MA 01888-0118 TEL: (781) 935·6889 FAX: (781) 935-2896

WOBURN, MA + LAKEVILLE, MA + MANCHESTER, N:U

THIS DRAWING HAS SEEN PREPARED IN H£GRONK FORMAT. CUENT/CUEN'rS REPRESENTATIVE OR CONSULTANT MAY 8£ PROVIDED COPIES OF DRAWINGS AND SPEORCATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPUCATlON TO THIS PROJEG. DUE TO THE POTENTtAJ.. THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTlONAL.l Y OR OTHERWISE, AllEN & MAJOR ASSOCIATES, INC. MAY REMOVE All tNOICATION OF THE DOCUMENrS AUTHORSHIP ON THE MAGNETJC MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPEOACATIONS ISSUED SHALl BE THE ONLY RECORD COPIES OF ALLEN & MAJOR ASSOCIATES, INC.'S WORK PRODUCT.

DRAWING TITl£: SHEET No.

LANDSCAPE DETAILS C-58 Capyrighr@2016Allen & Major Aswciates, inc.

All Ri hts Resel:vOO

o:o

o:o

o:o;

o:

o'

a·.

0.0

MOUNTING HEIGHT = 25 FEET

o:o 0.0 o:o 0.0

0.0 0.0 o:o 0

0.0 o:o 0~0

0.4 0

o:s 0

0.5 0. 6 0:

• 0 0.0

.0 0.0

a: 0: 0

0.6

o:s

MOUNTING = 25 FEET

0.0 0~0 0.0 o:o

0.0 o:o o:o 0.1

0.2 0.2

' 1.4

6 o: 8 1.0 l: 0

0 1.0

0.4 0.5 0. 7 0. 8

0.5

0.0

0. l

0.0 0 .l

o:o

a:o 0.1 0.1

o.o 0.1

0.0 0.0

0.2 0.2

0.3

0.2 0.2 0.2

" 0.1

o:o

o:o o:o o:o

MOUNTING HEIGHT = 25 FEET

\

\

... Lumina ire Schedule

o'.

0

o·.

. 0.2

0~0

1.0

1.2

1.0

1.0 1.1

o:a 0.8 0.8

0.7 0.7 0.6

0: 0 0. "~--.:o:.::..:.4~-o_:_, __ o_:_3 __

MOUNTING HEIGHT = o: o 25 FEET

o:o

0.0

0: 0

o: 0

o:o

o:o

o:o

o:o

0: 0

0 '.1

' 0.0 o:o 0.0 0: 0 .

0.0 0.1

0.1 0.0

0.5 0_,. 4

0.6

0.6

0.5

0.6 0: 5

0.7

0.6 7

0.6

0.6 0.6 .5

0.6 5 o: 5 I

0.1

MIDDLESEX TURNPIKE

-

(1962 STATE HIGHWAY lAYOUT} (PUBLIC - VARIABLE WIDTH)

DIG SAFE Qty Label Arrangement LLF I LumensiLa~p Description

. 3 WP2 SINGLE 0.850 I N.A. GARDCO l2l-2-35LA-700-NW-UNIV-FINISH I

1 0 ~ 0

1 ~ 0 0.

o'

o: 9 0 ·• 9 0.7

0.8 0.8 o'. s 0.7

0 •• 7

4

0.]

MOUNTED TO BUILDING MOUNTING HEIGHT =

15 FEET

' .6 0.5

. 6

o: .8

o:s

0.7 0: 8

--

MOUNTED TO BLDG AT 15FT AFG

7 SL4 SINGLE 0.850 I N.A. GARDCO ECF-1-4-70LA-3270-NW-UNV-FINISH I MOUNTED TO SSA5-CB-25-D1-FINISH

DIG CAll 811 OR

1-888-0lG-SAfE 1-888-344-7233

Calculation

Label

CalcPts 2 -

PARKING LOT

Surmnary

Grid z Units

0 Fe

Fe

·--·

---·

Avg Max Min AvgiMin Max/Min

0.36 2.4 0.0 N.A. N.A.

0.70 1.3 0.1 7.00 13.00 .

0.6

0.7

'

o:~ . -'< ·'

------..:.._~~

o:4 a·.s

o:s . 9

o:

1.2 3

" • 1

o:o

' 0.8 o:

o: 0 0.0 o: 0

1 o:o

< 0. 4 o:s o:o

o:o

o:o

0.

.1

o:o

o'

.0

a: o

o:o

• MOUNTING HEIGHT = 0 .l

o'.o o:o o:o

0~0 0.0 o:o

o:o

0: 0

0: 0

o:o

25 FEET

Application Filed 'J • 3- Qt(.':t \0 Hwing Date 3- () " ~bl-IP Pl.m ApproV<-.J 2: I '1 - ;;l,..o l tP

NOTES;

1. ALL LIGHTING FIXTURES SHALL BE MANUFACTURED BY US ARCHITECTURAL LIGHTING OR APPROVED EQUAL

2. 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 ALIL 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 "DIGSAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY 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 PLANS.

3. ALL PARKING AREA AND ACCESS DRIVE LIGHTS SHALL OPERATE ON A PHOTO-CELL & PROGRAMMABLE TIMER.

4. SITE ELECTRICAL PLAN BY LIGHTING CONTRACTOR

5. CONTROLS FOR ALL EXTERIOR LIGHTING BY BUILDING CONTRACTOR.

6. WIRING OF BUILDING MOUNTED FIXTURES BY BUILDING CONTRACTOR.

7. LIGHTS ON BUILDINGS TO BE COORDINATED WITH ARCHITECTURAL DRAWINGS.

8. THE PHOTOMETRIC$ AND LIGHTING SHOWN ON THIS PLAN IS FOR COORDINATION PURPOSES ONLY. FINAL POLE LOCATIONS AND PHOTOMETRIC$ TO ME FINALIZED BY THE CONTRACTOR.

9. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & MAJOR ASSOCIATES, INC. IT'S INTENDED USE IS TO PROVIDE INFORMATION. ANY ALTERATION, MISUSE, DR RECALCULATION OF INFORMATION OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT OF ALLEN & MAJOR ASSOCIATES, INC. IS STRICTLY PROHIBITED.

GRAPHIC SCALE

( IN FEET ) 1 mch = 20 ft

N:\PROJECTS\ 1145-07\C!V/L \DRAWINGS\ CURRENT\ 1145-07 - SITE L/GHTING.DWG

PROFESSIONAL ENGINEER FOR ALLEN & MAJOR ASSOCIATES. INC .

REV ~--+~--~----------------~

DATE DESCRIPTION

OWNER;


PROJECT:



PROJECT NO. 1145-{)71 DATE: 07-1!).2016

SCALE: 111"" 20' l DWG. NAME: C1145-{)7

DESIGNED BY; SL CHECKED BY: CMQ

ALLEN & MAJOR ASSOCIATES, INC .


www.allenmajor.com


WOBURN MA 01888-0118 TEL: (781) 935-6889 FAX: (781) 935-2896

WOBURN, MA + LAKEVILLE, MA + MANCHESTEf!., NH

THIS DRAWING HAS BEEN PREPARED IN ElECTRONIC FORMAT. CUENT/CUENrS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES Of DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPEOftC APPliCATION TO THIS PROJEG. DUE TO THE POTENTIAl THAT THE MAGNETIC INfORMATION MAY BE MOOIAED UNINTENTIONAU.Y OR OTHERWISE, AllEN & MAJOR ASSOCIATE.$, INC. MAY REMOVE All INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS IS'SUED SHAll BE THE ONlY RECORD COPJES Of ALLEN & MAJOR ASSOCIATES, INC.'S WORK PRODUCT.

DRAWING TITl£:

SITE LIGHTING PLAN

Copynght@2016 Allen & Ma)Of' A&roe>IIWS, file, All f?t 11; R'-""'.tVed

SHEET No.

C-6A

PHI UPS

0, GARDCO

TepVIew

PHILIPS

GARDCO

15.6" J'l.$14 tm

$Ida VIew

: ii

S:PA (ft'/ m')

:;angle TWin (2@180) 3/4@90 ~-,~~~, ,~,~~ '~ ,,-,,, ... ~\ ~~ --'

0.2/0.019 0.5 I 0.046 0.5/0.046 ~·~~ " ,~,~ ,.,.L., ··-~~-~-,

PHIWPS ~· ECOFORM LUMINAIRE (SL4) DETAIL NOT TO SCALE

9.1>"---1 23;.49Scm

lS.b" ]lf.624 ,:m

0

0

End Vlew

Approximate Luminaire Welght 20 Lbs (9 07 Kg)

Mounting Plate

3 118" 7.94 em

Nozy.te: Mounting pla.te ;;:ent~r is l-o>:4ted in m~ i;;i,ff)~ of tho; fvminaire width an-d 238:"' {6J)Jcm) abvve the tuminaire bortom {1ens dQWtl positi-on}, Spb<::e$ must be made in the j~box (by other-s). Mo-unting plate must be •e<ur«l by ""'"· 5116" (]9<ml di>mo<er bolts {by others) s..u-t.u;:rnral!y to the wait

A~ 1.49" J]S5 .:m

Hl.65" 11J)$1 -::m

PHIWPS GARD(:O 121 PERFORMANCE SCONCE (WP2) DETAIL NOT TO SCAlE

PREFIX

I SSA5 I

DIMENSIONS

Tapped 318" - 16 for Ground Connector

Tamper Resistant Nut Cover Dtsks

1" CHAMFER AROUND BASE

LANDSCAPED AREA (FIN GRADE)

a'-o" BELOW

GROUND

NOTE:

2' -0" (MIN) TOP OF

CONDUITS

BASE

lea Cast Base I

Hinged Bases are available for this pole. Please refer to Hinged Base Pole sheet 79415~23 for spedflcations and

dimensions.

HEIGHT 18' 20'

ill]

Surface Mounted Access / Cover

Permanent Mold Cast Aluminum

Anchor 6aseA356-T6Ailoy

2.5"

Grout'l'

DRILLING

I 01 !Wad 02 1W<r:f 02@90 2 Way at 90"

03 3 Way 04 4Way Tl 2 3/8" OD Tenon

T4 4" ODTenon

Anchor B.o!t s ...

UGHT POLE- s• STRAIGHT SQ!,!ARE ALUMINUM- CAST BASE DETAIL NOT TO SCALE

~~ •, '

/ ANCHOR BOLTS FURNISHED BY THE ELECTRICAL CONTRACTOR & INSTALLED BY GENERAL CONTRACTOR

2' MIN. ' t---=----"=--1

~~" --~---,--, LBITUMINOUS PAVING

ii: IJ --- ~ ~ ~~INISHED GRADE)

:: :!IJI!lJlF--; .P" 8-#6 BARS ! fd'-J:==cl-3" MIN.

o:--=--~-, • I '~ ---yu !·~·.' ~·!· \_ l -•~ ~-~} CONDUITS BY ELECTRICAL [;,~, '~ CONTRACTOR

2' -0" #3 TIES @ 12" O.C~ TOP TO BOTTOM (TYP.)

SIZE AND FOOTING FOR BASES TO BE VERIFIED BY STRUCTURAL ENGINEER.

UGHT POLE & BASE DETAIL NOT TO SCALE

by the

0 I Dt·llled for Singte Luminalre

• • • '

• ' ' • •

Iii lumioo.tre Jocattonr

• • ' • • • • •

' • • '

NOTE;

• ' •

1. ORIENTATION IS MEASURED CLOCKWISE FROM THE HAND HOLE CENTER

Applic;1tiun Filed'(;} - 3~ ,;t ()I y?

Hca>ing Date 3 · 1'1- ;;l OJ \I' Plan Appmved 3 - Vl- 2 6 I 'P

N:\PROJ£CTS\ 1145-07\CIVIL \DRAWINGS\ CURRENT\ 1!45-07 - SIT£ UGHT!NG.DWG



OWNER:


PROJECT;



PROJECT NO. 1145.()7 i DATE: 07~19-2016

SCALE: 1'- 20' DWG. NAME: C1145.()7




www.allenmajor.com


WOBURN MA 01888-0118 TEL: (781) 935~6889 FAX: (781) 935-2896


THIS DRAWING HAS BEEN PREPARED iN ELECTRONIC FORMAT. CUENT/CU-ENrS REPRESENTATIVE OR CONSUlTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNffiC MEDIA FOR HIS/HER INFORMATION AND USE FOR SP£Ciftc APPliCATION TO THIS PROJEG. DUE TO THE POTENTIAl THAT THE MAGNETIC INFORMATION MAY PE MODlRED UNINTENTIONAllY OR OTHERWISf, All£N & MAJOR ASSOCIATES, INC. MAY REMOVE AU. INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC MEDIA PRINTED REPRESENTATIONS Of THE DRAWl-NGS AND SP£CIFtCAT10NS ISSUED SHAll BE THE ONlY RECORD COPIES Of ALLEN & MAJOR ASSOCIATES, INC'S WORK PRODUCT.

DRAWING Tllli:

SITE LIGHTING PlAN

CopyngJU©2016Allen & Ml'ljor AIISOCiillcs, lne. All Ri IS Reserved

SHEET No.

C-68

1.

2.

DESC.

Rl-1

R7-8

R7-8

N/A

R3-2

R5-1

SIGN SIZE

12" X

20"

12" X

20"

12" X

20"

24" X

24"

30" X

30"

MOUNTING DESCRIPTION REFLEC-HE!GHT TORIZED

7' - o·

7' - o"

7' - o·

7' - o·

WHITE ON RE'D

RED ON WHITE

BLACK AND RED ON

WHITE

RED ON WHITE

YES

NO

NO

NO

YES

YES

TRAFFIC AND SAFETY SIGNAGE SHALL COMPLY STAN[}AIRDS.

MUTCD

LIMITED TIME PARKING SIGN SHALL BE PRODUCT IJW4986 BY SAFETYSIGN.COM, BRIMAIR INDUSTRIES, INC. (BOD) 274-6271 OR APPROVED EQUAL

---------~s~~~r.~Am£~,~··------------fl\ NOT TO SCALE \!._}

18'

I 8'

I

~ANDARDPARKING ~All ~ANDARD COMPACT ~All

4" WIDE PAINTED LINES (TYPICAL)

15'

SEE TYPICAL STANDARD PAVEMENT DETAIL

' <0 I

"' I

'---RE,FER TO SIGN LEGEND

~---?"v?"vR' -·n" SQUARE STEEL SIGN POST

LANDSCAPED SURFACE

NOTE: CONCRE1E SHALL BE 3,000 P .S.I. IN 28 DAYS

---------~~~o~p~g~G~N~D~fl~~~~L---------fi\ NOT TO SCALE \.!:_)

HANDICAP PARKING SIGN/POST (SEE DETAIL) <t_

MAX CROSS SLOPE 1:50

ALL DIRECTIONS

4'-6" 4'-6"

PAIN TED SYMBOL (SEE DETAIL)

9'-o" 9'-o"

~TYP=ICAL=~AC:::CES=S~IB:;LE;;HAN~:;:D~ICAP:;;..~PARKI=~NG=ST.~ALL=____,f6\ NOT TO SCALE \!!_)

17"

6" (MIN)

VERTICAL GRANITE CURB, 6" REVEAL, VA-4

~ 2~500 PSI CEMENT CONCRE1E FULL LENGTH FRONT SIDE

TOP COURSE

BINDER COURSE

...• COMPACTED SU~GRADE OR / UNDISTURBED MATERIAL . / .

._/,

"

________ \nE~RTI~CAL~~G~RAN~ITE~C~U~M~-------~ NOT TO SCALE ~

2'4" (MIN)

0

0

0

" 0 7' (MIN)

0

0

CUT OPTION 0

o *IN LEDGE DRILL o & GROUT TO A

MIN OF 2'

3.125"

1 ~.164" 1 ill" 1.25"

STANQARP SIGN POST NOT lO SCAl£

LENGTH: AS REQUIRED WJ;;IGHT PER LF: 2.50 LBS (MIN) HOLES: ~" DIAME1ER, 1" C-C FULL LENGTH STEEL: SHALL CONFORM TO ASTM A-499 OR ASTM A-576 FINISH: SHALL BE PAINTED WITH 2 COATS OF AN APPROVED MEDIUM GREEN, BAKED ON OR AIR DRIED, PAINT OF WEATHER RESISTANT QUALITY.

VARIES

H/C SIGN

6" DIA. STEEL PIPE, 6' LONG (18.97 LB/FT, 6.625" O.D.) FILLED WITH 3000 PSI CONCRE1E

3' PAINTED W/PRIMER AND YELLOW PAINT.

'

. 3'-6" ~-... (MIN) •

.. . •

"-- . . -"-.. . ·-· . -._

-.. ·. '

1.5'

3000 PSI CONCRE1E FOOTING

HlC SIGN POST a BOUA!lD oorro SCM.E

NOTE: 1. STEEL PIPE BOLLARD & CONCRE1E FOOTING TO BE USED ON POST MOUNTED SIGNS IN PAVED AREAS.

-------~S~IG~N~POD6~~rna~~~~-------------03 N.T.S.

SYMBOL TO BE CENTERED ON WIDTH OF PAIRKING STALL SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND. USE WHITE ON BLUE (COLOR 1/105090 IN FEDERAL STANDARD 5952) DOUBLE COAT.

ACCESSIBLE PARKING ~All PAVEMENT MARKING NOT TO SCALE 0

REVEAL

SEE TYPICAL PAVEMENT SECTION DETAIL

EDGING TYPE SB (TYP)

COMPACTED SUBGRADE

NOTE: 1. SEE LAYOUT AND MATERIALS PLANS (SHEET C-2A & C-2B) FOR LOCATION

OF SLOPED GRANITE CURBING.

--------~Sl~O~~=D~G=RAN~.~ITE~CU~M=---------@II NOT TO SCALE

NOTE:

2'(TYP)

s;: z "' :C

:-z ;f11

s;: z "' .C

!ffl

1'(TYP) 1-

WIDTH VARIES SEE LAYOUT PLAN

SEE SIDEWALK TRANSITION DE1 AIL

(1) LANE LINE STRIP: THIS IS LOCATED IN THE LINE WITH lANE LINE AND HALF THE STRIP ON EACH SIDE.

EACH

@ MID LINE STRIP: THIS IS LOCATED MIDWAY BE1WEEN LANE LINE STRIP.

EACH

-------~C~R~O~S~~AK~S~T~~P~IN~G~--------f4\ NOT TO SCALE ~

••

_L 2'

I

6.75'

8.0'

__ ..!WH::..:::ITE~TH~E~RMO=~PLASTI~~C;::LE:;::,:II~ER~IN:.::G::L/.:::ARR=O:.!:WS~--® NOT TO SCALE

TOP OF CURB AND TOP OF SIDEWALK MUST ALIGN AT ALL LOCATIONS

WWF 6X6 W2.9 X W2.9

WIDTH VARIES (SEE PLAN)

TYPICAL PAVEMENT SECTION

.···. ' .. ·---:.: :.·-

NOTES: 1. SIDEWALK TO HAVE TOOLED JOINTS IN A 5' x 5' (TYP.)

GRID WITH EXPANSION JOINTS 15' ON CENTER AND PREMOLDED FILLER.

2. TOOLED JOINT 6" FROM FACE OF CURB

3. SEE PLAN FOR ELEVATIONS AT CURB

.·> '---

4. SIDEWALK CROSS SLOPE TO BE 1.5% MAX & SIDEWALK LONGITUDINAL RUNNING SLOPE TO BE 4.5% MAX, TYP.

------~C~ON~CR~8E~S~IDBN~~MX~D~fl~~~l _______ @ll NOT TO SCALE

N:\PROJECTS\ 1745-07\CIVIL \DRAWINGS\ CURRENT\ 7145-07 - DETAILS.OWG

ENGINEER FOR ALLEN & MAJOR ASSOCIATES. INC.


OWNER:


PROJECT:



PROJECT NO. 1145-{)7 DATE: 07-1~2016

SCALE: AS NOTED DWG. NAME: C1145-07




www.allenmajor.com


WOBURN MA 01888-0118 TEL: (781) 935-6889 FAX: (781) 935-2896

WOBURN, MA + LAKEVII.LE, MA + MANCHESTER, NH

THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CUEN1'S REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPtES OF DRAWINGS AND SPEQFICATlONS ON MAGNETIC MEDIA FOR HIS/HER INFORMAT10N AND USE FOR SPEOFIC APPUCATION TO THIS PROJEO. DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIRED UNINTENTIONAU.Y OR OTHERWISE, ALLEN & MAJOR ASSOCIATES, INC. MAY REMOVE AU INDICATION OF THE DOCUMENrS AUTHORSHIP ON THE MAGNETIC MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPEORCATIONS ISSUED SHALl 8£ THE ONlY RECORD COPIES Of AlLEN & MAJOR AS50CIATES, INC.'S WORK PRODUCT.

DRAWING TITILE: SHEET No.

DETAILS D-1 Cnpyrigbf@Z016AJJ~m &-Major A~ Inc.

All Ri IS Reserved

l··-··

1-112" GALVANIZED STEEL HANDRAIL

2" MElAL P:~·~ -l'to;;;::f SLEEVE SET 6" INTO

CONCRETE. FILL VOID WI NON-SHRINK GROUT.

COMPACTED CRUSHED STONE

COMPACTED OR __ ...

UNDISTURBED SUB-GRADE

~POST SEf 24" O.C. (1YP.)

R (1YP.) SEE MA STATE BUILDING CODE FOR DIMENSIONS OF' RISERS (7" MAX.) AND TREADS t-!:=!ltt=l='==£1' (11" MIN.)

HAUNCH CONCRETE PAVEMENT TO RECEIVE HANDRAll POST

CURBING PEF<-' PlANS

SLOPE CUFmiNIG.J TO MATCH GUTTER

PlAIN CONCRElE

SURFACE

DETECTABLE WARNING 2' MIN

1.5% MAX

~----- TILE TECH OR APPROVED EQUAL, 2" THICK

SEE PlAN

WARNING PAVERS TO CONTRAST VISUALLY WITH ADJOINING SURFACES. 2" X 11.75" X 11.75" CONCRETE PAVER.

SUBMIT SHOP DRAWING AND SAMPLE FOR APPROVAL OF COLOR. SEl FLUSH WITH ADJACENT CONCRETE. SEE

DElECTABLE WARNING PAVERS DETAIL

NQT£S:

4.5% MA~:---.._

SLOPE

CURBING PEF< _) PlANS

1. THE DIMENSIONS SHOWN AT ROADWAY EDGE ARE FIXED DISTANCES.

.5% MAX SLOPE

CURBING PER PlANS

'-:5EE PlAN 3.3' MIN.

2. RAMP CROSS SECTION TO BE THE SAME AS ADJACENT SIDEWALK; I.E. DEPTH OF SURFACE AND FOUNDATION.

#4 REBAR 12" O.C. BOTH WAYS

NOTfS:

TYPICAL ROAD WAY · SECTION [~~~i:~~i_~~::~~::

t: 6" CONCRETE

J. PORTLAND CEMENT CONCRETE RAMPS ARE TO BE TEXTURED BY BROOMING IN A DIRECTION PARALLEL TO THE LENGTH OF THE RAMP.

4. IN NO CASE ARE THE RAMPS TO BE PLACED BEHIND THE STOP LINE.

I. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR; STAIRS AND RAILS PRIOR TO FABRICATION OF HANDRAILS; AND, DESIGN OF CAST-IN-PLACE WAlLS REQUIRED TO RETAIN SOIL All:JACENT TO STAIRS. 2. ALL POSTS TO S£ SET PLUMB AND VERTICAL All RAlLS SHALL FOLLOW GRADE AT BASE. 3. ALL CONSTRUCTJO~ SHALL CONFORM TO MASS. STATE BUIUliNG CO!JE, LATEST EDITION.

CONCRETE STAIRS AND HAND.RAILAT SIDEWALKS NOT TO SCALE

r------~-;_====l~~!~LJ7~5"X1.1.75" CONCRElE DElECTABLE PAVERS BY TILE TECH OR APPROVED TEL: 213-380-5560.

,----1LATEX THINSET MORTAR BED SPREAD PER MANUfACTURERS RECOMMENDATIONS.

8" COMPACTED GRAVEL BASE

TYPICAL SECTION VIEW

NOTES:

SECTION VIEW

INSTALL TWO ROWS OF PAVERS. SEE PLAN FOR LOCATION.

1. CONCRETE SLAB SHALL BE SLOPED 1.5% CROSS PITCH MAX TO PROVIDE COMPLElE SURFACE DRAINAGE. SEE GRADING PLAN &: HANDICAP CURB CUT I CURB TRANSISTION DElAIL

2. SlAB TO HAVE STEEL TROWEL AND RNE BROOM RNISH. DO NOT USE CURING COMPOUNDS. CONTRACTOR TO ADD EXPANSION JOINTS AN.D PREMOLDED FILLER AT EDGE OF TILES AND ADJACENT MATERIAL

3. SET TILES FLUSH WITH ADJACENT MATERIALS. 4. SUBMIT SHOP DRAWINGS Of TILES AND SAMPLE FOR APPROVAL OF COLOR TO OWNER I ARCH. 5. INSTALL DETECTABLE WARNING PAVERS PER MANUFACTURER'S RECOMMENDATIONS.

1 :~~~~~~1~1·-~o·~·i RETRO ALUMINUM SIGN

INTERNATIONAL SYMBOL OF ACCESSIBILITY.

BORDER AND LElTERlNG IN WHITE

ON BLUE BACKGROUND

ADDITIONAL SIGN STPITIN'G-~ 'VAN ACCESSIBLE SPACE"

WHERE INDICATED ON SITE PLAN AS 'VAN"

2" SQUARE SIGN POST FOR HANDtCAP SIGNAGE

ONLY SET IN 6" PIPE BOLLARD, PAINT YELLOW,

FILL WITH GROUT

!" EXPANSION JOINT

4' DEEP x 18" DIACONCRETE FOOTING

NQIES;

1·-6"

7.5 ..

3'-Q"

6"

5'-0"

(OR PER LOCAL CODE)

-6"

1. SPECIFIC CODE SHALL BE REFERENCED FOR LOCAL AND STATE REQUIREMENTS. 2. PROVIDE (1) SIGN PER HANDICAP SPACE. SEE SITE PLAN FOR EXACT LOCATION. 3. EXPANSION JOINT MATERIAL NOT REQUIRED WITH FLEXIBLE PAVEMENT.

ADA ACCESSIBLE PARKING S.IGN W/ PII'E BOUARI) NOT TO SCALE 0

114"

SAWCUT PATTERN AS INDICATED ON DRAWINGS

_.........---FINISHED GRADE &: ~ SURFACE CONDITION AS

r-------.,~<;,"- AS SHOWN ON DWGS

----- CONCRETE PAVEMENT REFER TO CONCRETE SIDEWALK DETAIL

8" GRAVEL BORROW 5. THE DIMENSIONS ARE SUBJECT TO CHANGE IN THE FIELD IF EXISTING APPURTENANCES OR CONDITIONS WILL MAKE THE RAMP LOCATIONS IMPRACTICAL OR UNSAFE. CONSULT CIVIL ENGINEER PRIOR TO MAKING ANY MODIFICATIONS.

__ .:_HAN::...:..:D::..:I-=CAP-=--:C:=U,:.;RB;:..,Cc:cUT::..:..,.:&:c,CU=c:RB=-:..:TRAN.:.c:..:=.:Sm.:..:O.::cNc:..__ f2\ NOT TO SCALE \,!:/

12"

MIN.

. .

VARIES

~ TRANSFORMER/ EMERGENCY GENERATOR

4 • EQUIPMENT WIDTH

MIN

• '

'

·I

' •

EQUIPMENT PAD

6" CONCRETE SlAB (LENGTH AND WIDTH VARY)

6x6-W2.9xW2.9 WWM

4,500 P.S.I. (MIN.) STRENGTH

_.; 'A • ~ -~ ,~ , _4;!- -. A -" ' ~

I. EQUIPMENT WIDTH PLUS 2' -s· I NOTE: REFERENCE MECHANICAL ENGINEER'S PLANS FOR ANY PIPE, CONDUIT AND GROUND WIRE LOCATIONS

---"TRAN=:,.SwFO""R""M"'E!>JR/'='G~EN~E~RA~TO,R_,_,Pc.:AI>=..DEt~AI"'L"-~Q NOT TO SCALE \_V

TOP OF SLOPE

NOTES:

1 . STONE FOR RIP RAP SHALL BE HARD, DURABLE, AND ANGULAR.

2. RIP RAP SHALL BE PLACED SO THAT IT FORMS A DENSE, WELL -GRADED MASS OF STONE WITH MINIMUM VOIDS.

3. CARE SHALL BE TAKEN NOT TO DISLODGE THE FILTER lAYER WHEN PlACING THE STONES.

6" THICK GRAVEL FILTER (OR GEOTEXTILE).

STONES, COBBLES OR BOULDERS USED TO STABILZE AND PROTECT. D50 = 12"

18" MINIMUM THICKNESS

s<"<" A

s<o}"~llrs ~ -"'o_,

~~~ ~~--~3~'~M~IN~---~

----------~R~IP~~~=~=O~I'E~----------fi\ NOT TO SCALE \!!._}

NOTE: TACK COAT - PROVIDE EMULSIFIED ASPHALT WHICH CONFORMS TO THE REQUIREMENTS OF THE STATE SPECIFICATIONS, DILUTED WITH ONE PART WATER TO ONE ONE PART ASPHALT FOLLOWING AASHTO M140IASTM D997, OR AASHTO M20BIASTM D2397, SS-1H, CSS-1, OR CSS-1H.

SAW CUT ED<;ES·-, CLEAN JOINT OF All DEBRIS

AND PROVIDE TACK COAT

SEE STANDARD PAVEMENT DElAIL

______ _2P~~~~~M~E~NT~~~C~UT~DH~AI~L-------0s NOT TO SCALE

1. SURFACE COURSE, BASE, AND SUBGRADE SHALL BE PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS FOR LOCAL SOILS OR DRAINAGE CONDffiONS AND/OR METHODS.

2. SUBGRADE SHALL BE COMPACTED TO 95% OF PROCTOR.

3. COORDINATE PAVEMENT DETAIL WITH GOETECH & ENGINEER.

STANDARD DUTY PAVING A - 1.5" ASPHALT CONCRETE - SURFACE COURSE (M3.11.03, TABLE A, TOP COURSE)

1.5" ASPHALT CONCRETE - BINDER COURSE (M3.11.03, TABLE A, BINDER COURSE)

8 = 12" GRANUlAR BASE COARSE - M 1.03. 1, PROCESSED GRAVEL FOR SUBBASE

_ _:Sl:~AN,_,D:::AIID=-=0-=UlY~B::=,;ITU~M""IN~O'-"U"'-S_,_,.RO~AI>=W_,_,.'A_,_,.Y __ f,\ NOT TO SCALE \.!_)

A

B

N:\PROJECTS\ 1145-07\CIV/L \DRAWINGS\ CURRENT\ 1145-07 - OETAILS.DWG


REV DATE DESCRII'TioN

OWNER:


PROJECT:



PRoJECT NO. 1145-07 DATE: 07-19-2016

SCAlE: AS NOTED DWG. NAME: C1145-07


PREPARED BY:


civil & structural engineering + land surveying environmental consulting+ landscape architecture

w w w. a II en major. com 100 COMMERCE WAY

P.O. BOX 2118 WOBURN MA 01888~0118

TEL: (781) 935~6889 FAX: (781) 935~2896


THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CUENT/CUENr5 REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SP€0FICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPEORC APPLICATION TO THIS PROJECT. DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIREO UNINTENTIONAI.L Y OR OTHERWISE, AllEN & MAJOR ASSOCIATES, INC. MAY RfMOVE ALL INDICATION OF THE DOCUMENT'S AUTHORSHIP ON lliE MAGNETIC MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIRCATIONS ISSUED SHALl BE THE ONLY RECORD COPIES OF AUEN & MAJOR ASSOCIATES, INC.'S WORK PRODUCT.


DETAILS D-2 Copyright©2016A1/rm & Major A$$0da~, J:tu;.

All Ri ts Reserved

..

<I - "' -

• •

•

' • •

~ . -- .. • " - - <I

•

": _=" -.. -

REFER TO SITE LAYOUT PLAN

PlAN VIEW

NOTE: PROVIDE NON-SLIP BROOM FiNISH TO TOP SURFACE.

6x6-W2.9xW2.9 WWM OR NUMBER 4 AT 18" BW

TYPICAL PAVEMENT ---~ SECTION SEE DETAIL

SLOPE TOP OF SLA,B---. 1 /8"/FT IN THE DIRECTION OF ADJACENT PAVEMENT GRADING (REFER TO SITE GRADING PLAN)

4,500 P.S.I. CONCRETE

12" OF f." SECTION VIEW CRUSHED STONE

____ __::CONCRETE==.::..:::,DU::::MPSTE':=::='.:=R :-:PAD..::. :..::D£1::::;·. c:.:.· AI.;:.:L:...._ __ ---1(j\ NOT TO SCALE ~

WALL

t D

OUTLET PIPE../

.I!!.QTh: POSITION HOOD SO THAT BOTTOM FLANGE Of SNOUT IS 1/2 THE PIPE DIAMETt;:R BELOW THE BOTTOM OF THE PIPE FOR PIPES >12" ID. FOR PIPES < 10" ID PLACE SNOUT 6" (MIN.) BELOW BOTTOM OF PIPE.

7" (TYP

H @@ ®®

"x8" POST

"x12" RAIL

12"

<I

• "' I

"'

DEVICE

.r-f'VC ADAPTER ASSEMBLY FOR ANTI-SIPHON VENT (ADAPTER, NUT, AND 2 GASKETS)

~ _ _..--A<:CE~5S PORT

1/2 D (SEE NOTE)

"COMPACT CAR PARKING ONLy" SIGN MOUNTED TO GUARDRAIL POST (SEE LAYOUT PLAN FOR SIGN LOCATIONS)

(4) 5/8" DIA. THREADED ROD WITH NUT. FLAT AND LOCK WASHER. COUNTER SUNK .

LITTERED "DRAN" (3" FRAME & COVER R-1556, COVER TO BE ~==~~~~~~~-24" DIA. MANHOLE, NEENAH

HIGH) OR APPROVED EQUAL

NON-SHRINK MORTAR FILL

AROUND PIPE

NOTES:

ADJUST TO GRADE WITH BRICK SET IN FULL MORTAR BED OR PRECAST CONCRETE RINGS MAX 12" ADJUSTMENT

REINFORCED CONCRETE MANHOLE SECTIONS CONFORMING TO ASTM C478. STEEL REBAR PER ASTM A 185

MORTAR JOINT (TYP.)

DRAIN PIPE (DIAMETER VARIES)

OUTSIDE DIAMETER PLUS 2 INCHES

1. THE MANHOLE, INCLUDING ALL COMPONENT PARTS, SHALL HAVE ADEQUATE SPACE AND STRENGTH QUALITIES CONSIDERED NECESSARY FOR THE INTENDED SERVICE. SPACE REQUIREMENT AND CONFIGURATIONS SHALL BE AS SHOWN ON THE DRAWING. THE COMPLETE STRUCTURE SHALL BE OF SUCH MATERIAL AND QUALITY AS TO WITHSTAND (H-20 LOADING) WITHOUT FAILURE. VERTICAL FOOT OF MANHOLE.

2. ALL PIPE CONNECTIONS TO MANHOLES REQUIRE RUBBER BOOTS.

------~~~~~~~~N~MAN~H~~~------~~l NOT TO SCALE I.._V

~DRILLED HOLE

FOAM GASKET W/ PSA BACKING (TRIM TO LENGTH) '

SHIELD BOLT

EXPANSION CONE (NARROW END OUT)

ANCHOR BOLT DETAil.

SNOUT FLANGE

------~SH~O~UT~07.IL~&~~~B~rus~~~O~P--------~fi\ NOT TO SCALE \.!_)

2"

EASTERN FACE OF #128 WHEELER ROAD

BUILDING

SAWCUT EXISTING CONCRETE RAMP &

HANDRAILS

12" MIN.

CONNECT HANDRAIL I ENDCAP*

5.35'

BRICK LEVELING COURSE REQUIRED FOR GRADE ADJUSTMENTS

(2 BRICK MIN 5 BRICK MAX)

-•oo•uc & GRATE NEENAH CATALOG #R-4826 OR APPROVED EQUAL

• "' I ,...

BUTYL RUEIB£11, GASKET

*HEIGHT OF RISER SECTIONS MAY VARY FROM

12" TO 48"

MIN 1 0 SQ. IN STEEL PEFt...J VERTICAL FOOT, PLACED ACCORDING TO AASHTO

DESIGNATION M-199

WEEP HOLE. ,..-,.1¢,-!.<=::,. "V" OPENINGS

OUTSIDE PIPE DIAMETER PLUS

lt'f:;;;;:=~1 _L 2" CLEARANCE

0

8" MIN M2.01.4 CRUSHED STONE

OIL & DEBRIS SEPERA TOR HOOD

/"" PRf:C~5T CONCRETE BASE UNIT

----------~~~~~C~H~~~IN~-----------1fi\ NOT TO SCALE \.!_)

10'-0" PER FOOT MIN.

PVC PLUG MAY BE SUBSTITUTED IN LANDSCAPING AREAS IF APPROVED BY ENGINEER.

CAST IRON DRAN CLEANOUT RING COVER. COVER TO BE CAST WITH THE WORD "DRAN" AND HAVE FLAT DIAMOND SURFACE.

GRADE

6" PVC:---, 1---t CLEAN OUT

~,..,,r: ADAPTER WITH FLEXIBLE JOINT (FERNCO OR APPROVED EQUAL). ALL METAL FASTENERS RISER STACK TO BE STAINLESS STEEL.

PIPE PER MASS. BLDG. & PLUMBING CODE (PIPE MAY PENETRATE FOUNDATION WALL OR CONNECT TO EXTERIOR DOWN

ROOF LEADER {;\ ------------~~NO~T~T~O~S~~~~-------------~

ADA ACCESS\ & EGRESS

NORTH FACE OF--~ # 128 WHEELER ROAD

BUILDING

EXISTING ADA RAMP TO REMAIN

6'-3" 5.0'± I

l ' i

tuJ.~ _ _..J.

6.0'

30'

FRQNI ELEVA]QN TYPICAL SECTION AT CURB

PROPOSED 6'x5' ADA CONCRETE LANDING PAD

EXISTING ADA (SEE PLANS)

EXISTING ADA LANDING AT DOORWAY

NQTIES; 1. ALL TIMBER STOCK TO BE PRESSURE TREA TIED.

2. ALL HARDWARt;: TO BE GALVANIZED STEEL.

------~~~~B~~~G~U~ARD~~~~L------~0] NOT TO SCALE

RAMP & HANDRAILS TO BE REMOVED

*NOTE: THE CONTRACTOR SHALL DETERMINE, IN THE FIELD, THE APPROPRIATE METHOD OF CONNECTING THE HANDRAIL CAP TO THE EXISTING HANDRAIL. ---~AD::::A::..RA=M"!.P~M=O~D'.::'If~I~~JI:=:ON:..:..::DEt::.:.:.:AI:::Lc__ ____ fs\

NOT TO SCALE ~

22"x44" OPENING IN TOP SLAB (GRATE NOT SHOWN)

ADJUST AS --~ REQUIRED TO FINISHED GRADE WITH TWO BRICKS (MAX)

8" REII<FOf<CE[)--__./ TOP SLAB

PRECAST CONCRETE SECTIONS TO CONFORM TO ASTM C-478, CONCRETE OF 4,000 P .S.I. IN 28 DAYS. STEEL REBAR PER ASTM A 185. NQTES:

000000 000000 000000 000000

'::--.. / . _,,·-- -- """

PLAN

SEE TYPICAL CATCH BASIN

DETAIL

SECTION

,,

NEENAH CATALOG #R-4853A GRATE & FRAME, OR APPROVED EQUAL

~-SlOT FRAME IN FULL MORTAR BED & CONC. COLLAR

'-:SEE TYPICAL PAVEMENT SECTION

MORTAR JOINT (TYP.)

EARTH

1. ALL CATCH BASINS SHALL BE EQUIPPED WITH HOOD AND 4' SUMP.

2. ALL FRAMES, GRATES AND PRECAST UNITS SHALL BE CERTIFIED FOR H-20 LOADING BY THE RESPECTIVE MANUFACTURER,

______ ..::DO~UB=~~G~RA~~~~~~~CH~~~IN~----~f4' NOT TO SCALE 'V

A

l • b 0 I I

"' ;,.

,__

"' I w • > <Dz 1-

;,.~;:; ...J z -

I I -''-'

~-D - \

B .. I 11· o· 101 o·

I "I 8" KNOCKOUT~ ""

I

(TYP.)

I::::--\)) \-3 /\~ ~

\ -~./.

~ (2) 24"¢ COVERS

-, ' . ·'1

. , 'I . , . .

_l I q

...J w • • (;j

,.., O...J

'-.I a X ... :::> «

:::; 0 ...J •

, N

, , , . .

SECIIONAA

A

J

6" WALLS

I "' •

I

• 0 I

"'

• "' I

/ (2) 24"¢ COVERS

8" KNOCKOUTS (TYP.)

SIZING CALCULATIQNS:

51 SEAT RESTAURANT @ 15 GAL/DAY /SEAT

51 SEATS x 15 GAL/DAY/SEAT = 765 GALLONS/DAY

MINIMUM ALLOWABLE GPD FOR SYSTEM DESIGN = 1,000 GAL.

MANUFACTURER'S NOTES:

\ ..J

I;

.. \ . . t

f'\1 -:_.,

SECTION 8-B

1. CONCRETE: 5,000 PSI MINIMUM STRENGTH @ 28 DAYS. 2. STEEL REINFORCING-ASTM A-615, GRADE 60. 3. COVER TO STEEL -1" MINIMUM.

.

IC

I

4. TANKS ARE DESIGNED TO MEET ASTM C858 AND ACI 318 WITH ASSHTO HS-20 LOADING.

5. EARTH COVER: 0 TO 5 FEET MAX. 6. CONSTRUCTION JOINT SEALED WITH 1" DIA. BUTYL RUBBER OR EQUIVILENT. 7. APPROX. WEIGHTS: TOP SLAB = 2.3 TONS; BOTTON SECTION = 8.5 TONS.

ADDITIQNAL NOIES: 1. ALL PIPE GOING TO, WITHIN, AND TO 1 0 FEET Bf':YOND THE CONCRETE

STRUCTURE, INCLUDING THE 4" VENT PIPE, SHALL BE THE RESPONSIBILITY OF THE PLUMBING PROFESSIONAL.

2. ALL PIPE, INCLUDING THE 4" VENT PIPE TO THE ROOF, SHALL BE CAST IRON.

3. THE PLUMBING PROFESSIONAL SHOULD COORDINATE INSTALLATION OF THE TANK, ACCESS MANHOLES, AND DETAILS OF EXCAVATION, BACKFILLING, AND WATERPROOFING WITH THE CIVIL ENGINEER.

4. ADJUST TO GRADE WITH MINIMUM 12" OF CONCRETE BRICK AND MORTAR (RED BRICK SHALL NOT BE USED).

5. BUTYL RUBBER JOINT SEALANT SHALL BE USED AT ALL JOINTS.

1,000 GALLON ~~CONCRETE GREASE TRAP NOT TO SCALE 0

N:\PROJECTS\ 1145-07\C!V/L \DRAWINGS\CURRENT\ 1145-07 - DETAILS.DWG



OWNER:


PROJECT:



PROJECT NO. 1145-07 DATE: 07-19-2016

SCALE: AS NOTED DWG. NAME: C1145-07




www.allenmajor.com


WOBURN MA 01888M0118 TEL: (781) 935·6889 FAX: (781) 935M2896


THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CUENfS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPEOFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPEOFIC APPUCA.TION TO THIS PROJECT. DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MOOIRED UNINTENTIONAllY OR OTHERWISE, AllEN & MAJOR ASSOCIATES, INC. MAY REMOVE Al.l INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC MEDIA PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPEORCATIONS ISSUED SHAll BE THE ONLY RECORD COPIES Of ALLEN & MAJOR ASSOCIATES, INC.'S WORK PRODUCT.


DETAILS D-3 Copyright©2016 Allen &:: Majw Asstx;illli:$, Inc.

All Ri ts RfJServed

SEWER MANHOLE (SEE TYP. PRECAST CONC.

SEWER MANHOLE)

SHELF TO BE BRI•CK -, HEADERS LAID FLAT

TOP OF SHELF TO BE 1" ABOVE CROWN Of

HIGHEST PIPE

INVERT BRI•CKS_/ SHALL BE LAID

ON EDGE

NOTES:

OR BRICK

1. INVERT AND SHELF TO BE PLACED AFTER LEAKAGE TEST.

2. MANHOLES SHALL HAVE A BRICK PAVED SHELF AND INVERT, CONSTRUCTED TO CONFORM TO THE SIZE OF PIPE AND FLOW. AT CHANGES IN DIRECTION, THE INVERTS SHALL BE LAID OUT IN CURVES OF THE LONGEST RADIUS POSSI.BLE TANGENT TO THE CETER LINE OF THE HIGHEST PIPE CROWN AND SLOPE TO DRAIN TOWARD THE FLQWING THROUGH CHANNEL. UNDERLA YMENT OF INVERT AND SHELF SHALL CONSIST OF CEMENT CONCRETE OR BRICK IN MORTAR.

COVER TO BE LETTERED "SEWER" (3" HIGH)

ADJUST TO GRADE WITH

PIPE

NOTE:

2 COURSES (MIN) BRICK & MORTAR

CONCENTRIC SECTION 36"-48"

RISER SECTION(S)

24"¢ MANHOLE, NEENAH FRAME & COVER R-1556, OR APPROVED EQUAL.

ADJUST TO GRADE WITH BRICK SET IN FULL MORTAR BED OR PRECAST CONCRETE RINGS MAX. 12" ADJUSTMENT

PAINT WITH 2 COATS OF BITUPLASTIC No. 28 BY KOPPERS CO.

BRICK INVERT & CHANNEL AT 2/3 PIPE DIAMETER

SEWER PIPE

3/4" CRUSHED STONE FOUNDATION PARTIALLY WRAPPED MIRAFI 140N FIL TIER fABRIC. TUCK FABRIC 12" MIN. UNDER EDGE OF MANHOLE.

THE MANHOLE, INCLUDING ALL COMPONENT PARTS, SHALL HAVE ADEQUATE SPACE, STRENGTH AND LEAK PROOF QUALITIES CONSIDERED NECESSARY FOR THE INTENDED SERVICE SPACE REQUIREMENT AND CONFIGURATIONS SHALL BE AS SHOWN ON THE DRAWING. MANHOLES MAY BE AN ASSEMBLY OR PRECAST SECTIONS, WITH OR WITHOUT STEEL REINFORCEMENT, WITH ADEQUA TIE JOINTING OR CONCRETE CAST MONOLITHICALLY IN PLACE WITH OR WITHOUT REINFORCEMENT. IN ANY APPROVED MANHOLE, THE COMPLETE STRUCTURE SHALL BE OF SUCH MATERIAL AND QUALITY AS TO WITHSTAND LOADS OF 8 TONS (H-20 LOADING) WITHOUT FAILURE AND PREVENT LEAKAGE IN EXCESS OF ONE GALLON PER DAY PER VERTICAL FOOT OF MANHOLE.

PRECAST CONCRETE SEWER MANHOLE (SMH) (DI NOT TO SCALE

NOTES: 1. ALL WATER MAIN FITTINGS, BENDS, TIEES, PLUGS ETC. SHALL BE RESTRAINED W / THRUST BLOCKS EXCEPT WHERE NOTED. 2. ALL THRUST BLOCKS & COLLARS SHALL BE INSTALLED SO THAT THEY BEAR AGAINST UNDISTURBED EARTH. 3. SIZE OF CONCRETE THRUST BLOCKS SHALL BE AS NOTED BELOW. 4. MINIMUM COMPRESSIVE STRENGTH OF THRUST BLOCK CONCRETE SHALL BE 3,000 P.S.I. 5. KEEP CONCRETE CLEAR OF MECHANICAL JOINTS. 6. THE BELOW PREDICATED ON A WATER PRESSURE OF 225 PS! AND A SOIL RESISTANCE OF 2000 PSF (TILL). FOR OTHER SOILS THE VALUES IN THE ABOVE TABLE SHALL BE MULTIPLIED BY:

MAIN

'-~~fE~sANGLE

PLAN ELEVATION

MINIMUM THRUST SI..QCK BEARING AREAS go· 45. 22.5" TEES, PLUGS,

PIPE BEND BEND BEND CAPS & HYD.

" (SQ. FT.) (SQ. FT.) (SQ. FT.) (SQ.FT.)

6" 5 3 3 4 8" 9 6 3 9 10" 13 7 4 12 12" 20 10 5 16

THRUST BLOC!< DETAILS 0 NOT TO. SCALE

3/4" LACING RODS

PftSIZE 4", 6" & 8"

10" & 12"

16"

20"

EYE BOLT 2 NUTS PER BOLT

MECHANICAL JOINT GATIE OR FITTING

No, I.MiiN§ BOD$ 2 3/4" •

4 - 3/4" •

4 3/4".

6 - 3/4" •

• STANDARD LENGTHS ARE 6' & 10'. COUPLINGS MAY BE USED FOR LONGER LENGTHS.

NQTES:

1. NUMBER OF LACING RODS IS BASED ON MAXIMUM PRESSURE OF 125 P .S.I. IN MAIN.

2. EYE -BOLTS AND LACING RODS ARE TO BE FABR!CATIED FROM A-36 STEEL

3. STIEEL LACING RODS SHALL HAVE A YIELD STRESS OF NOT LESS THAN 36,000 P .S.I.

4. EYE-BOLTS SHALL HAVE A MINIMUM TENSILE STRENGTH OF 7,000 LBS. EACH.

(':

~

(f) w

"' ~ r4 • <i. 4 <I -•

0 <I 4 • 4 4 ~

7 . . <I

h z

(DIAMETER VARIES) ~ WATER MAIN ~

4 <1 . 4 4

v "' <I 7 w 7 . 4 ' 3: 7 4 v .

w (f)

8' (MINIMUM)

. NOTES . Lc:

WHENEVER CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET BETWEEN A SEWER MAIN AND A WATER MAIN:

1. THE WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH AND THE DIFFERENCE IN ELEVATION BETWEEN THE WATER MAIN AND THE SEWER MAIN SHALL BE AT LEAST 18 INCHES.

2. THE PIPE CROSSING SHALL OCCUR AS CLOSE TO 90" AS PRACTICABLE. 3. THE PIPE JOINTS SHALL BE STAGGERED TO PROVIDE THE MAXIMUM SEPARATION

FROM THE POINT OF CROSSING. 4. THE CROSSING SHALL BE ENCASED IN CONCRETE FOR THE ENTIRE WIDTH OF

THE TRENCH AND FOR A DISTANCE OF 8 LINEAR FEET CENTERED ON THE CROSSING.

---~SEWE=:!!RL/~W.~'A~TE::;:Ro;CR::;OS~S~ING~DEt=AI.:::l:...__fs\ NOT TO SCALE \!_)

COMPACTED 3/4" CRUSHED STONE AGAINST UNDISTURBED MA lER!AL OR SHEEllNG

HALf SECTION IN EARTH

NOTES:

HAlF SECTION IN ROCK

~-NOlfDGE OR UNEXCAVAl£0

MA lERIAL SHAll. PROJECT BEYOND tHIS UNE

TRENCH BACKAll (SEE NOTES B£1.ow)

'-._IPAYIIIENT U"ITS FOR ROCK EXCAVATION

1. TRENCH BACKFILL TO BE USEO 'MlHIN THE RIGHT-Of-WAY SHALL CONSIST Of BTHER GRAVEL BORROW MEEllNG MHO SPEOFICAllON M1.03.0, "TYPE •a" OR PROCESSED GRAVEL BORROW FOR SUBBASE NEETlNG MHO SPECiflCAliDN Ml.03.1.

2. \\HERE THE REMOVAL OF 100 SQUARE FEET OR LESS Of ASPHALT IS REQUIRED WllHlN THE RIGHT-Of-WAY, THEN THE TRENCH BACKFIU. MA lERIAI.. SHALL CONSIST Of CONlROU..ED DENSITY FILL MEETING MHO SPEOACA liON M4.08.0, TYPE •1E" OR •2E".

3, TRENCH BAO<FIU. MAlERJAI.. TO BE USED OUTSIDE OF lHE RIGHT-OF-WAY MAY CONSIST Of MAlERIAI.. GENERATED OURfNG EXCAVATIONS PROVIDED All STONES GREATER THAN 4• ARE REMOY£0 PRIOR TO PLACEMENT ANDCOMP~.

4, GRANULAR lRENCH BACKFILL MAlERlAI.. USED VttTHJN THE RiGHT-OF-WAY SHAll. BE PLACED IN MAXIMUM s• Uf1S AND MECHANICALLY COMPACliD TO A MINIMUM OF 95% OF THE YAlERlAL'S MAXIMUM DRY DENSITY AND TO 90% ElSEWHERE AS DETERMINED BY ASlM 0 1557.

SEWER TRENCH f.:\ ------------~~N~OT~T~O~S~CM£~~-------------~

RUBBER-LIKE GASKET ROLLS OUT OF RECESS APPROVED PERFORMED

BITUMASTIC SEALANT

INSIDE FACE OF MANHOLE FILL WITH MORTAR

ASPHALT IMPREGNATE POLYURETHANE GASKET

1r x

UBBER-LIKE D-RING SET IN RECESS

PIPE

?,

NOTES:

POLYTITE (OR EQUAL)

..

ROLL-N-LOK (OR EQUAL) BITUMASTIC 0-RING

1. HORIZONTAL JOINTS BETWEEN SECTIONS OF PRECAST CONCRETE BARRELS SHALL BE OF A TYPE APPROVED BY THE ENGINEER, WHICH TYPE SHALL, IN GENERAL, DEPEND FOR WATIER TIGHTINESS UPON AN ELASTOMERIC OR MASTIC-LIKE GASKET. 2. ALL GASKETS AND SEALANTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. FOR BITUMASTIC TYPE JOINTS THE AMOUNT OF SEALANT SHALL BE SUFFICIENT TO FILL AT LEAST 75% OF THE JOINT CAVITY.

__ S:::!EWE=,_,_R _,MAN=H'-;'O""LE;=-EJO~INTI=NG~M:::ETH:..:.:.:O::;D:::S:__ __ fi\ NOT TO SCAlE ~

PROPOSED PVC SEWIER S-1.00% IMIN) 10-0 .. ( MIN )

• PROPOSED GRADE · .. ··- .

~

'- ~ 4 .,

·.·

"' .. . ~ CLEANOU1~'\

• SEE DETAIL •

u •

z ...

" ::;; •

• • 0 I . ' • ;..

~A •,

I ~ ~ \ •

" • • ' . . " •

PVC ADAPTIER PIPE PER MASS. . WITH FLEXIBLE JOINT BUILDING CODE

----~B~UI~W~I~NG~SEWE~~R~~~~~C~E~--~f6' NOT TO SCM£ ~

OPERATING NUT

INSIDE FACE OF MANHOLE

FILL WITH MORTAR

STAINLESS------_/ STEEL STRAP RUBBER-LIKE

FLEXIBLE SLEEVE

LOCK -JOINT FLEXIBLE MANHOLE SLEEVE (OR APPROVED EQUAL)

ANODIZED ALUMINUM INTERNAL CLAMP

-----~P=; PIPE " "

\_STAINLESS STEEL CLAMP

RUBBER-LIKE KOR-N-SEAL BOOT

KOR-N-SEAL JOINT SLEEVE (OR APPROVED EQUAL)

NOTES: 1. PIPE TO MANHOLE JOINTS SHALL BE ONLY AS APPROVED BY THE ENGINEER AND IN GENERAL, WILL DEPEND FOR WATER TIGHTNESS UPON ELASTOMETRIC SEALANT 2. NON-SHRINKING MORTAR SHALL ONLY BE USED WHERE SPECIFICALLY APPROVED BY THE ENGINEER.

- __ _!.PI~PE~C,-,O'!:'NN!:"ECTIONS~~~l'~O~SfWER~~MAN=H~OLE~---03 NOT TO SCALE

COVER TO BE LETTERED "WATER"

IN LETTERS THAT ARE 1" TALL WITH

2 NOTCH OPENINGS

fil EXTENSION STEM "' WHEN TOP OF 6 ..-,. OPERATING NUT g,! z IS 4 Jf OR MORE cn ::;; BELOW GRADE <("

"' ~ 2" OPERATING

0~ NUT TURN TO OPEN PER

0 MUNICIPAL STANDARDS ..,...__,

CONCRETE AGAINST

UNDISTURBED MATERIAL

" --/ /,,;' .

ADJUSTABLE VALVE BOX (8" MIN. 1.0.) AS MANUFACTURED BY LEBARON FOUNDRY OR APPROVED SUBSTITUTE

MECHANICAL JOINT ENDS WITH RETAINER GLANDS

BOTTOM OF FLANGE SHALL NOT BEAR ANY PART OF THE VALVE ASSEMBLY

- ·-· '> _', /.-- ~'-// -------:////

·. . ,//,<:>·--

NOTE: 1.) CONTRACTOR MAY USE ANCHOR TEES AT

HIS OPTION. 2.) HYDRANTS AND VALVES TO OPERATE PER

MUNICIPAL STANDARDS

GATE VI>J..VE (.;\ ------------~;NO~T~T~O~SCALE~~--------------~

NOTESo r------------- HYDRANT TO BE EQUAL TO HYDRANT W/6" MECHANICAL

JOINT BASE CONNECTION. TWO HOSE & ONE STEAMER NOZZLE

HDYRANT EXTENSION @ TOP IF REQUIRED

CONCRETE THRUST BLOCK. DO NOT BLOCK

HYDRANT DRAIN

6'-0" (MIN)

VARIES

HYDRANT SHOE

STONE FLAT/BEARING

PROVIDE 1/2" TO 3/4" STONE TO 6"

ABOVE HYDRANT DRAIN

LOCAL MUNICIPALITY STANDARDS

PUMPER CONNECTION

1. ALL HYDRANTS, VALVES AND LOCAL CONNECTIONS SHALL COMPLY WITH THE SPECIFICATIONS OF THE LOCAL MUNICIPAUTY. FACES ROAD

2'-0" (MIN)

NOZZLE MUST BE SET AT A MIN. OF 1'-3" & MAX. OF 2'-0" FOR BREAK TYPE FLANGE 3' ABOVE FINISHED GRADE (MAX.) OR 2' (MIN.)

FINISHED GRADE

CURB

2 NOTCH OPENINGS IN WATER COVER. COVER TO BE LETTERED "WATER".

CONCRETE EASEMENT

VALVE BOX & COVER. DO NOT SET BASE OF VALVE BOX ON VALVE. SET BASE ON EARTH TO PROTECT STEM.

2. PIPING TO BE RESTRAINED WITH RODDING OR RETAINING GLANDS.

3. GATE VALVE INSTALLATION IS TYPICAL FOR ALL GATES SHOWN ON THE ORA WINGS.

4' -6" (MIN.)

6" GATE VALVE VALVE LACING 2-3/4"o THREADED RODS

HYDRANT lACING 2-3/4"¢ THREADED RODS

6"¢ RUNOUT

CONCRETE THRUST BLOCK EXACT SIZE TO BE DESIGNED FOR SPECIFIC CONDITIONS & LOCATIONS.

MECHANICAL JOINT HYDRANT TEE WITH ROTATING GLAND 10"x1o"x6"

WATER MAIN

MECHANICAL JOINTS (TYPICAL)

------~A~R=E~~~~~CON~N=ECTI~O~N~----~~o NOT TO SCALE ~

N:\PROJ£CTS\ I 145-07\CIVIL \DRAWINGS\ CURRENT\ I 145-07 - D£TA/LS.DWG



OWNER:


PROJEET:



PROJEETNO. 1145-{)7 DATE: 07-19-2016

SCALE: />5 NOTED DWG. NAME: C114s.<l7


PREPARED BY:



w w w. a I I en major. com


WOBURN MA 01888-0118 TEL: (781) 935-6889 FAX: (781) 935-2896


THIS DRAWING HAS BEEN PREPARED IN ELECTRONiC FORMAT. Cl!ENT/CUENl'S RJ;PRESENTATlVE OR CONSUlTANT MAYBE PROVIDED COPIES OF DRAWINGS AND SPEOACATIONS ON MAGNETIC MEDIA FOR H!SjHER INFORMATION AND USE FOR SPEOAC APPliCATION TO THIS PROJEG. DUE TO THE POTENTIAl THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONAlLY OR OTHERWISE, AllEN & MAJOR ASSOCIATES, INC. MAY REMOVE All INDICATION OF THE DOCUMEN'fS AUTHORSHIP ON THE MAGNETIC MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPEOFICATIONS ISSUED SHAll BE THE ONLY RECORD COPIES Of AUEN & MAJOR ASSOCIATES, INC.'S WORK PRODUCT.


DETAILS D-4 CopJ-7ight©2016AI/ca & Major Associates, Inc.

All Rights~

NOTES:

NEW PAVEMENT OR "PATCHING" TO MATCH EXISTING, AS

SPECIFIED

SAW CUT JOINT WITH APPLIED BEFORE PAVING/

PATCHING

PAVEMENT

18" MIN

PAVED UNPAVED

CONDITION & PIPE **SELECT MATERIAL LINING MATERIAL Y -DIMENSION

DUCTILE IRON TYPE I, II, OR Ill SAND OR TYPE Ill 3" "ORDINARY SOIL"

RCP TYPE II OR Ill SAND OR TYPE Ill 3" "ORDINARY SOIL"

ALL PIPE OVER TYPE II OR Ill SAND OR TYPE Ill 8" BEDROCK OR LEDGE 1. MINIMUM BURIAL DEPTH (FINISH GRADE TO TOP OF PIPE)

GRAVITY PIPE - SEE PLAN OR PROFILE COMPACTED GRAVEL DUCTILE IRON IN

2.

PRESSURE PIPE UNDER PAVING - 4' PRESSURE PIPE BENEATH UNPAVED - 3'

WHERE BACKFILL IS DESIGNATED AS COMPACTED, THIS MEANS 90 TO 95% STANDARD PROCTOR AASHTO T-9.9. ALL FILL PLACED BELOW PIPES AND STRUCTURES MUST MEET THIS REQUIREMENT.

3. FOR ALL TRENCHES WITH A GRADE GREATER THAN 4% AND/OR WHERE GROUNDWATER IS APPARENT, INSTALL CLAY DAMS AROUND THE PIPE AT 100' INTERVALS.

VARIES *SUITABLE MATERIAL

12"+2D **SELECT MATERIAL

MINIMUM BURIAL DEPTH - SEE NOTE (FINISH GRADE TO TOP OF PIPE)

CLAY OR MUCK TYPE II OR Ill SAND 4"

RCP IN CLAY TYPE II OR Ill SAND 8"

ALL PLASTICS TYPE Ill SAND OR TYPE Ill 6"

* SUITABLE MATERIAL SHALL CONTAIN NO STONE GREATER THAN 4" IN DIAMETER, NO FROZEN LUMPS, AND ONLY MINOR AMOUNTS OF CLAY OR ORGANIC MATERIAL. ALL MATERIAL TO BE PLACED IN MAX 12" LIFTS AND COMPACTED BEFORE PLACING NEXT LIFT.

4. IT IS RECOMMENDED THAT BEDROCK BE REMOVED TO AT LEAST 12 INCHES BELOW THE: BOTTOM OF THE UTILITY CORRIDORS, AND THE UTILITIES BE BACKFILLED WITH BEDDtNG MATERIAL AS SPECIFIED HERE.

Y LINING MATERIAL **TYPE I MATERIAL SHALL BE EITHER GRAVEL OR EXCAVATED MATERIAL CONTAINING NO STONES GREATER THAN 1.5" DIAMETER. NO FROZEN LUMPS, CLAY OR ORGANIC MATERIAL.

5. CONTRACTOR IS RESPONSIBLE TO REVIEW ALL GEOTECHNICAL RECOMMENDATIONS IN MOST CURRENT GEOTECHNICAL REPORT PROVIDED BY OWNER.

18" +D (MIN)· 24"+D (MAX)

SOIL OR ROCK

SHALL BE CLEAN, HARD, CRUSHED OR NATURAL STONE WITH A OF 100% PASSING A 1.5" SQUARE OPENING, NOT MORE THAN 25%

PASSING A ~· OPENING, AND NOT MORE THAN 5% PASSING A 2" SQUARE OPENING.

TRENOI DETAIL f.\ ------------~~NO~"~T~O~S~~~~~~----------~~

**TYPE Ill MATERIAL SHALL BE CLEAN, HARD, CRUSHED STONE FREE FROM COATINGS AND THOROUGHLY WASHED WITH A GRADATION BY WEIGHT OF 100% PASSING A 1" SQUARE

OPENING, AND 0 TO 5% PASSING A :1" SQUARE OPENING.

STRAW BALE (TYP.)

WEDGE LOOSE STRAW BETWEEN STRAW BALES TO CREATE A CONTINUOUS

r-''-=-,-~~--=-'T-·~c-=;BARRIER

FABRIC

·«.·.... .· ....•• ·.· . "g~u~~~.

STRAWS BALE TO----' BE SET IN A 4"

DEEP TRENCH

NOTE:

TWO 2" WOODEN STAKES PER STRAW BALE

1 /2" SQUARE WOOD POST 1 0' ON CENTER WRAP ATTACHMENT CORD AROUND TWICE

; !l .... rF' AIREA TO REMAIN UNDISTURB~

FABRIC 6"± Ot.l.VVV GRADE

DEPTH TO BE 2' UNLESS POST IS TO BE SET IN PEAT THEN 3' OR DEPTH POSSIBLE BY PUSHING BY HAND SHALL BE REQUIRED.

SILT FENCE AND S11IAW BALE DETAIL f2\ NOT TO SCALE . \!:._)

ROADWAY

NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDI.TION THAT WILL PREVENT TRACKING OR FLOWING Of SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.

STRAWBALE OR SAND BAGS, OR CONTINUOUS BERM OF

EQUIVALENT HEIGHT

2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY.

3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.

4. USE SANDBAGS, STRAWBALES, OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED.

WATER SUPPLY TO WASH WHEELS (IF NECESSARY)\

GRATE

1" REBAR FOR LIFTING AND REMOVAL

DUMP STRAP (2)

5/LTSACK

CATCH BASIN STRUCTURE

NOTE: 1. INSTALL ~LTSACK PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. EMPTY OR REMOVE SEDIMENT FROM SIL TSACK WHEN RESTRAINT CORD IS NO LONGER VISIBLE. CLEAN, RINSE, AND REPLACE AS NEEDED. 2. SILT SACKS TO BE INSTALLED DURING CONSTRUCTION OPERATIONS WHEN THE POTENTIAL FOR SEDIMENT TO ENTER EXISTING & PROPOSED BASINS EXISTS.

--------~S~Il~BA~CK~IN~UT~D~fl~N~L~----~(;13 NOT TO SCALE \!_)

DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2%

SECTION A

SPILLWAY

FLOW

!VERSION RIDGE

FtL TER FABRIC

12' (MIN.)

__ :..:.TE=.:M::_PORAR=.::.:.:Y.:_CONSTR==';;:UCTI~ON:;.:,;:..:E=.:NTRANCE/:.:..:.:=:<.:EXIT:::.:.:._f:\6 NOT TO SCALE \.V

NOTE:

' "' ' I ,;y

~TREE DRIPLINE

~METAL STAKE

~CONSTRUCTION FENCE

EDGE OF TREE TRUNK

1. CONSTRUCTION FENCE TO BE 'VISUAL BARRIER FENCE" AS MANUFACTURED BY EXXON CHEMICAL COMPANY ATLANTA, GA; "KONTROL SAFETY FENCE" AS MANUFACTURED BY MIRAFI, CHARLOTTE, N.C. OR APPROVED EQUAL.

2. IF GROUPS OF TREES ARE TO BE PROTECTED, EXTEND FENCE AROUND PERIMETER TO CONFORM TO MINIMUM DIMENSIONS FOR TREE TRUNKS AND DRIPLINE.

NOTES:

6' O.C. (TYP.)

CONSTRUCTION FENCE

TEMP. CONST. FENCE /TREE PROTECTION NOT 10 SC\1£ 0

I EROSION CONTROL BARRIER INSTALLED DOWN SLOPE OF

~ECB~ROPOSED STOCKPILE AREA

0 .. . '(; 'vG ... . .·.. . ... ~

s :~: ) ,~) I \ PROPOSED STOCKf'ILE AREA 1 1

\ \ .. · •· / I I I \ \ ·-· . I I \\--. II/

\ \ I I \ I \\:\ ' / I

' I \ "' ' ' . / / \ " ' ' . /

\ ' ' " - -- / / \ -...._ "' _. / /

" ' ~/ / ' ........__ ........ __ ---- /

', ~ --------- ,' '', _ ><..:::_PROVIDE DRAIN SWALE TO

------- - DIRECT WATER AWAY FROM PROPOSED STOCKPILE AREA

1. SOIL AND FILL STOCKPILES EXPECTED TO REMAIN IN PLACE FOR LESS THAN 90 DAYS SHALL BE COVERED WITH STRAW AND MULCH (AT 100LBS/1,000 SF), OR WITH AN ANCHORED TARP WITHIN 7 DAYS OR PRIOR TO ANY RAINFALL. 2. SOIL AND FILL STOCKPILES EXPECTED TO REMAIN IN PLACE FOR 90 DAYS OR MORE SHALL BE SEEDED WITH WINTER RYE (FOR FALL SEEDING AT 1LB/1,000 SF) OR OATS (FOR SUMMER SEEDING AT ZLB/1,000 SF) AND THEN COVERED WITH STRAW MULCH (AT 100LB/1,000 SF) OR AN ANCHORED TARP WITHIN 7 DAYS OR PRIOR TO ANY RAINFALL.

4" (MIN) OVERLAP

NOTE: ISOMETRIC VleN

r·A I 1.5• I I l.S" I

STAPLE DETAILS

4'

BERM

1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. FABRIC SHALL HAVE GOOD SOIL CONTACT.

2. APPLY PERMANENT SEEDING BEFORE PLACING FABRIC.

12"

3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. DO NOT STRETCH.

4. CHOOSE MATERIAL BASED ON SLOPE, SOILS, AND APPLICATION.

EROSION '?.J!fROL FABRIC 0

N:\PROJECTS\ 1145-07\C!V/L \DRAWINGS\ CURRENT\ 1145-07 - DETA!LS.DWG



OWNER:


PROJECT:



PROJECT NO. 114!Xl7 DATE: 07-19-2016

SCALE: AS NOTED DWG. NAME: C114!Xl7


ALLEN & MAJ 0 R ASSOCIATES, INC.


www.allenmajor.com


WOBURN MA 01888·0118 TEL' (781) 935-6889 FAX: (781) 935·2896

WOBURN, MA + LAKEVILLE. MA + MANCHESTER, NH

Tt-115 DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CUENT/CUENl'S REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPEOAC APPLICATION TO THIS PROJECT. DUE TO THE POTENTIAl THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONAllY OR OTHERWISE, ALLEN & MAJOR ASSOCIATES, INC. MAY REMOVE AU INDICATION Of THE DOCUMENl'S AUTHORSHIP ON THE MAGNETIC MEDIA PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHAll BE THE ONLY RECORD COPIES Of ALLEN & MAJOR ASSOCIATES, INC.'S WORK PRODUa.


DETAILS D-5 Copyright@2016 Allen & Mttjor Associtttcs., Inc.

All Ri ts Reserved

STORMWATER CHAMBER SPECIFICATIONS

1. CHAMBERS SHAU. BE STORMTECH SC-740, SC-310, OR APPROVED EQVAL

2. CHAMBERS sHALL BE MANUFACTURED FROM VIRGIN POLYPRoPYLENE OR POLYETHYLENE RESINS.

3. CHAMBER ROWS SHAU. PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THAT WOULD IMPEDE FLOW OR UM!f . ACCESS FOR INSPECllON.

4. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL E!AGKFILL, AND THE INSTALLATION REQUIREMENTS SHAU. ENSURE THAT TH.E LOAD FACTORS SPEciFIED IN THE AASHTO LRFO BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-OURAllON UV£ LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES.

5. CHAMBERS SHAU. MEET ASTM F2922 (POLYETHYLENE} OR ASTM F2418 (POLYPROPYLENE), "STANDARD SPECIFICATION FOR THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS"

6. CHAMBERS SHAU. BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM f2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".

7. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBER MANUFACTURER SHAU. SUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER fOR APPROvAL BEFORE [lEUV£RtNG CHAMBERS TO THE PROJECT SITE:

a. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1. 75 FOR UVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY AASHTO FOR THERMOPLASTIC PIPE.

b. A STR\.ICTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFO BRIOGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET. THE 50 YEAR CREEP MODULUS DATA SPECIFIED IN ASTM F2418 OR ASTM F2922 MUST BE USED AS PART OF THE AASHTO STRUCTURAL EVALUAllON TO VERIFY LONG,-TERM PERFORMANCE.

c. STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED.

8. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACIUTY.

Detention· Retention· Water Quality

IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-31 OISC-740 SYSTEM

1. STORMTECH SC-310 & SC-740 CHAMBERS SHAU. NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE -CONSTRUCTION MEETING WITH THE INSTALLERS.

2. STORMTECH SC-310 & SC-740 CHAMBERS SHAU. BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/SC-780 CONSTRUCTION GUIDE'.

3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR S!l"UATED OVER THE CHAMBERS.

STORMTECH RECOMMENDS 3 BACKFILL METHODS: • STONESHOOTER LOCATED OFF THE CHAMBER BED. • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE

FOUNDATION STONE OR SUB-GRADE. • BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM

HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHAU. BE LEVELED AND COMPACTED

PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR

TO PLACING STONE. 6. MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE

CHAMBER ROWS. 7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN,

CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm). 8. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH

CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER.

9. ADS RECOMMENDS THE USE OF 'FLEXSTORM CATCH IT' INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.

NOTES FOR CONSffiUCTION EQUIPMENT

1. STORMTECH SC-310 & SC-740 CHAMBERS SHAU. BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".

2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS UM!l"ED:

• NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE

ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".

• WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".

3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.

USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY.

CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT UMITS FOR CONSTRUCTION EQUIPMENT.

70 INWOOD ROAD, SUITE 3 I ROCKY HILL I CT I 06067

860-529-8188 1888-892-2694 I WWW.STORMTECH.COM

\'

STQRMTJ;;CH CHAMBERS

( ,.

' . ' .,

:I ' . . ;

E !' ld v· ' •

•

STORMTECH END CAP

B

OUTLET MANIFOLD

FOUNDATION STONE BEN~TH CHAMBERS

ADS G:EOSYNTHETICS £01T NiJN..WOVEN GEOTEXTlLE SECTION A-A DUAL WALL

PERFORATED HOPE UNDERDRAJN

COVER ENTIRE ISOLA TOR ROW WITH ADS GEO-SYNTHETICS

601T NON-WOVEN GEQ-TEXTILE 8' (2.4 m) MIN WIDE STRIP

CATCH BASIN OR

MANHOLE

MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION / DENSITY CLASSIFICATIONS REQUIREMENT

FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER PREPARE PER SITE DESIGN ENGINEER'S

D TO THE BOTIOM OF FLEXIBLE PAVEMENT OR ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT N/A PLANS. PAVED INSTALLATIONS MAY HAVE ~NPAVED FINISHED GRADE ABOVE. NOTE SUB-GRADE REQUIREMENTS. SffiiNGENT MATERIAL AND PREPARATION THAT PAVEMENT SUB-BASE MAY BE PART REQUIREMENTS. !oF THF 'n' I A YFR

BEGIN COMPACTIONS AFTER 12" (300 mm} AASHTO M145' OF MATERIAL OVER THE CHAMBERS IS

~~ITIAL FILL: FILL MATERIAL FOR LAYER 'C' GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES. A-1, A-2-4, A-3 REACHED. COMPACT ADDITIONAL LAYERS IN

STARTS FROM THE TOP OF THE EMBEDMENT 6" (150 mm) MAX UFTS TO A MIN. 95% <35% FINES OR PROCESSED AGGREGATE.

c STONE ('B' LAYER) TO 18" (450 mm) ABOVE OR PROCTOR DENSITY FOR WELL GRADED E TOP OF THE CHAMBER. NOTE THAT MOST PAVEMENT SUB-BASE MATERIALS CAN BE USED

MATERIAL AND 95% RELATIVE DENSITY FOR !PAVEMENT SUB-BASE MAY BE A PART OF AASHTO M43' PROCESSED AGGREGATE MATERIALS. ROLLER THE 'C' LAYER.

IN LIEU OF THIS LAYER. 3, 357, 4, 467, 5, 56, 57, 6, 67, GROSS VEHICLE WEIGHT NOT TO EXCEED 68, 7, 78, 8, 89, 9, 10 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO

EXCEED 20,000 lbs (89 kN).

EMBEDMENT STONE: FILL SURROUNDING THE CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE B CHAMBERS FROM THE FOUNDATION STONE AASHTO M43' NO COMPACTION REQUIRED.

'A' LAYER) TO THE 'C' LAYER ABOVE. DISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm} 3, 357, 4, 467, 5, 56, 57

A ~~UNDATION STONE: FILL BELOW CHAMBERS

ROM THE SUB-GRADE UP TO THE FOOT CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A

(BOTIOM) OF THE CHAMBER. DISffiiBUTION BETWEEN 3/4-2 INCH (20-50 mm) 3, 357, 4, 467, 5, 56, 57 FLAT SURF ACE. 2 '

PLEASE NOTE: 1. THE USTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE:

"CLEAN. CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) UFTS USING TWO FULL COVERAGES WITH A

VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT

COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.

EXCAVATION WALL---._ (CAN BE SLOPED

OR VERTICAL)

IMPERMEABLE BARRIER PER STORMTECH STANDARDS

& SPECIFICATIONS

/"PA'VEMENT LAYER (DESIGNED BY SITE DESIGN

MIN.

18" 8' (2.4 m} ( 450 mm) MIN* MAX.

"TT BOTTOM Of FlEXIBlE PAVEMENT. FOR UNPAVED INSTAU.AllONS WHERE RUTTING FROM \IEHJCl£5 MAY OCCUR. INCREASE COVER TO 24• (600 mm).

1----C>EPTH OF STONE TO BE DETERMINED BY DESIGN

I SUB-GRADE "VIt.:::> ~

(SEE NOTE 5)

t--=..::......:,;,;:::..:._=::!._-4--J-..:.::.~+:....::::.:.:L...:TYP~. ENGINEER 6' (150 mm) MIN.

NOTES:

1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".

2. SC-740 CHAMBERS SHAU. BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".

3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.

4. THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT.

5. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY} OF THE SUB-GRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.

6. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.

OVERLAP ON TOP SEVERAL INCHES

TO ANCHOR 1

NON-WOVEN GEOTEXTILE

I

ANGULAR STONE

\

NON-WOVEN GEOTEXTILE

7. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUB-BASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. THERMOPlASTIC UNER DETAIL

ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS 0l NOT TO~

,..-'OPTIONi'L INSPECTION PORT

CONCRETE CUL.LAI!-,

PAVEMENT

NYLOPLAST 12" (300 mm} IN-LINE DRAIN BODY W/ SOLID HINGED COVER OR GRATE

;~IR~~~~m~ SCH. 40

1 118" (450 mm)MlNW!DTH

8H(200mm)

~=zr...l..-:--l~;;;f----i=;=:zd-_L MIN THICKNESS

,- r (200mm)

4" SCH. 40 PVC

4"SCH. 40 PVC COUPLING

4" SCH. 40 PVC

!r \ Ji

" (600 mm} HOPE ACCESS PIPE REQUIRED USE FACTORY PRE-FABRICATED END CAP

CORE 4.5" DIA. HOLE IN CHAMBER (4.5" HOLE SAW REQ'D)

ADS GEOSYNTHET!CS 601T NON-WOVEN GEOTEXTILE

NUMBER AND SJZE Of UNDERORAINS.PER Sl-TE DESIGN ENGINEER 4" (tOO mm) TYP FOR $C-310$YSTSMS 6" {1&0 mm) TYP FOR $C-74ti, OC-780, MC-.3500 & MC-4500 SYSTEMS

SECTION B-B

UNDERDIWN llETAil (.;\ -----~~N=~~ro~.~~.·~.;=~-------\!;

PART #: SC740EPE24B

L_ SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN. RECOMMENDED)

IMPERMEABLE TH!cOMOPI_ASTIC·__j UNER PER STORMTECH

STANDARDS & SPECIFICATIONS

STORMTECH CHAMI3ER:--'

NOTES: 1. INSPECTION PORTS MAY BE CONNECTED THROUGH ANY

CHAMBER CORRUGATION VALLEY 2. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED.

ANY VALLEY LOCATION

CONNECTION DETAIL NTS

STORMTECH ISOLATOR ROW* _...!ISOlA=~:roR=.!!ROW~~&'!!,INSP£CTIO=-~~N!.2PO~RT.!__ ____ (;\ NOTTO~ ~

INSPECTION PORT DETAIL

N: \PROJECTS\ 7 745-07\CIVIL \DRAWINGS\ CURRENT\ 7 745-07 - OETAILS.DWG



OWNER:


PROJECT:



PROJECT NO. 1145-{)7 DATE: 07-19-2016

SCALE: AS NOTED DWG. NAME: C114!X>7



civil & structural engineering • land surveying environmental consulting+landscape archi_tecture

www.allenmajor.com


WOBURN MA 01888-0118 TEL: {781) 935-6889 FAX: {781) 935-2896


THIS DRAWING HAS BEEN PREPARED IN ElECTRONIC FORMAT. CUENT/aJENT'S REPRESENTATIVE OR CONSULTANT MAY BE PROVIOID COPIES OF DRAWINGS AND SPEORCATIONS ON MAGNffiC MEDIA FOR HIS/HBIINFORMATION AND USE FOR SPEORC APPIJCAllON TD THIS PROJECT. DUE TD 'THE POlENTIAL lliAT 'THE MAGNETIC INFORMATION MAY BE MODIRED UNINlENTlONAU.Y OR 01HERWISE. AliEN & MAJOR ASSOCIAlES,INC. MAY REMOVE All. INDICATION OF1HE DOCUMENT'S AU!HORSHIP ON 1HE MAGNEtiC MEDIA. PRINTED REPRESENT AllONS OF lHE DRAWINGS AND SPEORCATIONS ISSUED SHALL BE 'THE ONLY RECORD COPIES OF AliEN & MAJOR ASSOCIAlES, INC.'S WORK PRODUCT.


DETAILS D-6 Copyrighc@2016AIIca & M8jor Associ8tru. inc.

All Ri ts RM:'rvcd

STORMWATER CHAMBER SPECifi.CATIONS

1. CHAMBERS SHALL BE STORMTECH SC-740, SC-310, OR APPROVED EQUAL

2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POL YETHYl.ENE RESINS.

3. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THAT WOULD IMPEDE FLOW OR UMIT ACCESS FOR INSPECTION.

4. THE STRUCTURAL DESIGN Of THE CHAMBERS, THE STRUCTURAL BACKFill., AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRfD BRID.GE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS ANO 2) SHORT,-D!JRATION LIVE LOADS. BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHiCLE PRESENCES.

5. CHAMBERS SHALL MEET ASTM f2922 (POLYETHYLENE) OR ASTM F2418 (POLYPROPYLENE), "STANDARD SPECIFICATION fOR THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS"

6. CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE . WITH ASTM F27&7. "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".

7. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBER MANUfACTURER SHALL SUBMIT THE FOLLOWING UPON REQUEST TO TfiE SITE DESIGN ENGINEER fOR APPROVAL BEFORE DELIVERJNG CHAMBERS TO THE PROJECT SITE:

o. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1..75 fOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY AASHTO FOR THERMOPLASTIC PIPE.

b. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE LOAD

~~~CA~~~~~~C~0~~2~.HT~ELRJ&. B=~ DEJ:' CREEP MODULUS DATA SPECIFIED IN ASTM F2418 OR ASTM f2922 MUST BE USED AS PART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG-TERM PERFORMANCE.

c. STRti<;TURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED.

8. CHAM$RS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.

IMPORTANT - NOTES fOR THE BIDDING AND INSTALLATION OF THE SC-310/SC-740 SYSTEM

1. STORMTECH SC-310 & SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS.

2. STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/SC-780 CONSTRUCTION GUIDE".

3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.

STORMTECH RECOMMENDS 3 BACKFILL METHODS: • STONESHOOTER LOCATED OFF THE CHAMBER BED. • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE

FOUNDATION STONE OR SUB-GRADE. • BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM

HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED

PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR

TO PLACING STONE. 6. MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE

CHAMBER ROWS. 7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN,

CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm). 8. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH

CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER.

9. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.

NOTES FOR CONSTRUCTION EQUIPMENT

1. STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".

2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS UMITED:

• NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • NO RUBBER TIRED LOADERS, DUMP TRUCKS. OR EXCAVATORS ARE

ALLOWED UNTIL PROPER fiLL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".

• WEIGHT UMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".

3. FULL 36" (900 mm) OF STABIUZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.

USE OF A DOZER TO PUSH EMBEDMENT STONE BEtWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY.

CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT UMITS FOR CONSTRUCTION EQUIPMENT.

Detention· Retention· Water Quality

70 INWOOD ROAD, SUITE 3 I ROCKY HILL I CT I 06067

860-529-81.88 1888-892-2694 I WWW.STORMTECH.COM

STORMTECH CHAMSERS STORM TECH

EN!> CAP

--------~~=N~E~~~NO~~~--------~fl' NOT TO SCAlE ~

OUTLET MANIFOLD

ADS G:EOSYNTHETlCS 601T Nt'JUWOVEN GEOTEXTILE

STORMTECH END CAP

DUAL WALL PERFORATED HOPE UNDERDRAIN

COVER ENTIRE ISOLA TOR KV\•---. WITH ADS GEO-SYNTHETICS

601T NON-WOVEN GEO-TEXTILE 8' ( 2. 4 m) MIN WIDE STRIP

CATCH BASIN OR

MANHOLE

MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION /DENSITY CLASSIFICATIONS REQUIREMENT

FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER PREPARE PER SITE DESIGN ENGINEER'S

D TO THE BOTTOM OF FLEXIBLE PAVEMENT OR ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT N/A PLANS. PAVED INSTALLATIONS MAY HAVE !!_NPA VED fiNISHED GRADE ABOVE. NOTE SUB-GRADE REQUIREMENTS. STRINGENT MATERIAL AND PREPARATION THAT PAVEMENT SUB-BASE MAY BE PART REQUIREMENTS. bf THE 'D' LAYER

BEGIN COMPACTIONS AFTER 12" (300 mm) AASHTO M145' OF MATERIAL OVER THE CHAMBERS IS

INITIAL FILL: fiLL MATERIAL FOR LAYER 'C' GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES. A-1, A-2-4, A-3 REACHED. COMPACT ADDITIONAL LAYERS IN

~TARTS FROM THE TOP OF THE EMBEDMENT 6" (150 mm) MAX UFTS TO A MIN. 95% <35% fiNES OR PROCESSED AGGREGATE.

c STONE ('B' LAYER) TO 18" (450 mm) ABOVE OR PROCTOR DENSITY FOR WELL GRADED THE TOP OF THE CHAMBER. NOTE THAT MATERIAL AND 95% RELATIVE DENSITY FOR MOST PAVEMENT SUB-BASE MATERIALS CAN BE USED AASHTO M43' PROCESSED AGGREGATE MATERIALS. ROLLER PAVEMENT SUB-BASE MAY BE A PART OF THE 'C' LAYER.

IN UEU OF THIS LAYER. 3, 357, 4, 467, 5, 56, 57, 6, 67, GROSS VEHICLE WEIGHT NOT TO EXCEED 68. 7, 78, 8, 89, 9, 10 12,000 lbs {53 kN). DYNAMIC FORCE NOT TO

EXCEED 20,000 lbs (89 kN). EMBEDMENT STONE: fiLL SURROUNDING THE CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE AASHTO M43' B ~HAMBERS FROM THE FOUNDATION STONE NO COMPACTION REQUIRED. 'A' LAYER) TO THE 'C' LAYER ABOVE. DISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm) 3, 357, 4, 467, 5, 56, 57

FOUNDATION STONE: fiLL BELOW CHAMBERS CLEAN. CRUSHED, ANGULAR STONE, NOMINAL SIZE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A A fROM THE SUB-GRADE UP TO THE FOOT BOTTOM) OF THE CHAMBER. DISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm) 3, 357, 4, 467, 5, 56, 57 FLAT SURFACE. ' '

PLEASE NOTE: 1. THE USTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR {/4 STONE WOULD STATE:

"CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) UFIS USING TWO FULL COVERAGES WITH A

VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT

COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.

ADS GEO-SYNTHETICS 601T NON-WOVEN GEO-TEXTILE ALL AROUND CLEAN, CRUSHED,

ANGULAR STONE IN A & B LAYERS

PERIMETER s;;,cm;;--...J~~'t~~':"'"";:"""'---'--\ (SEE NOTE

EXCAVATION w~;:,'.;----::X (CAN BE SLOPED

OR VERTICAL)

NOTES:

SC-310 END CAP 6" MIN. 34"

1. SC-310 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".

2. SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".

3. "ACCEPTABLE fiLL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND fiLL MATERIALS.

4. THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT.

5. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUB-GRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.

6. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.

7. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUB-BASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.

18" MIN*

8' MAX.

6" MIN.

12" TYP.

\

-ro BOTTOM OF FlEXIBLE PAVEMENT. FOR UNPAVED INSTAUATJONS WHERE RUTTING FROM VEHtcLES MAY OCCUR, INCREASE COVER TO 24• (600 mm).

I-----DEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER 6" (150 mm) MIN.

NON-WOVEN GEOTEXTILE OVERLAP ON TOP

SEVERAL INCHES TO ANCHOR 1

I I 'y-EARTH

~~,J:I/\ _L:;..::.. ' ' ,-/"-' NON-WOVEN--,,,,>·· <h' ,..._-..}_IMPERMEABLE GEOTEXTILE x'c I THEOMOPLASTIC UNER

ANGULAR (:; r;; ~~~N~1,<k~~~CH STONE SPECIFICATIONS

THERMOPlASTIC UNER DETAIL

ACCEPTABlE RLL MATERIAlS: STORMTECH SC310 CHAMBER SYSTEMS (!)l NOT TO SCALE

rOPTi'ONIIL INSPECTION PORT

'-S;c-.310 CHAMBER

END CAP

CONCRETE I,;VLLAt<

PAVEMENT

r-NYl,OPl_ASl 12" IN-UNE DRAIN BODY W/ SOUD HINGED COVER OR GRATE

" SCH. 40 SCREW-IN CAP

"SCH. 40 PVC COUPLING

+-'-------~-12" HOPE ACCESS PIPE REQUIRED USE FACTORY

ADS-G£0sYNTHETICS 601T NON·WOVEN GEOTEXTJLE

NUMBER AND SIZE QF UNDERORAtNS-PER SHE .QESIGN ENGINEER 4~ (100 mm} TYP FOR 6!>31-0 SYSTEMS SECTIONS-B 6" (150 mm} TYP FOR SC-740, DC-780, MC-3500 &· MC-4500 SYSTEMS

------~~~·~· ~-·~N~·~~·~Ail=·--------~f;\ NOT TO SCAlE \.!._)

PRE -FABRICATED END CAP PART #: SC310EPE12B

'---SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" MIN. RECOMMENDED)

IMPERMEABLE !.!:f_!=:~~':l_A~~~ ·_j UNER PER STORMTECH

STANDARDS & SPECIFICATIONS

NOTES: 1. INSPECTION PORTS MAY BE CONNECTED THROUGH ANY

CHAMBER CORRUGATION VALLEY 2. ALL SCHEDULE 40 FlmNGS TO BE SOLVENT CEMENTED.

N:\PROJECTS\ 1145-07\CIVIL \DRAWINGS\ CURRENT\ 1145-07 - DETA!LS.DWG


REV DAlE DESCRIPTION

OWNER:


PROJECT:



PROJECT NO. 114S<l7 DAlE: 07-19-2016

SCALE: AS NOlED DWG. NAME: C114S<l7

DESIGNED BY: SL CHECKED BY: CMQ PREPARU) BY;


civil & structural engineering+ land surveying en \'iron mental consulting+ landscape architecture

www.allenmajor.com


WOBURN MA 01888-0118 TEL: (781) 935-6889 FAX: (781) 935-2896

WOBURN, MA + l.AKEVII.LE, MA + MANCHESTER, NH

THIS DRAWING HAS BEEN PREPARED IN El.ECIRONIC FORMAT. CUENT/CUENfS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES Of DRAWINGS AND SPEOFICATIONS ON MAGNEilC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPUCATION TO nilS PROJECT. DUE TO THE I'01B(fiAL !HAT lliE MAGNEilC INFORMATION MAY BE MODIAED UNINlEIIT10NAIJY OR OlliERWISE, AU£N & MAJOR ASSOOATES, INC. MAY REMOVE AU. INDICATION OFlliE DOCUMENT'S Al/IHORSHIP ON THE MAGNEllC MEDIA. PRINTED REPRESENTATIONS Of lliE DRAWINGS AND SPECACA.TIONS ISSUED SHALl. BE lHE ONLY RECORD COPIES OF AU£N & MAJOR ASSOCIATES, INC.'S WORK PRODUCT.

DRAWING llTl.E:

DETAILS

Copyright@2016 Allen & MtJ.jor AssociaM, inc, All Ri h/.5 Reserved

SHEET No.

D-7

85.4" INSTALLED LENGTH

¢ BUILD ROW IN THIS DIRECTION

I, L O'VEiiilAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION)

START EN[l J

12.2"

ACCEPTS 4" (100 mm) SCH 40 PVC PIPE FOR INSPECTION PORT. FOR PIPE SIZES LARGER THAN 4" (100 mm) UP TO 1 0" (250 mm) USE INSERT A TEE CONNECTION CENTERED ON A CHAMBER CREST CORRUGATION

45.9"

NOMINAL QHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) CHAMBER STORAGE

51.0" X 30.0" X 85.4" 45 .. 9 CUBIC FEET

51.0" .I

"' 0 0 •

MINIMUM INSTALLED STORAGE* WEIGHT

74.9 CUBIC FEET 75.0 lbs. A-:

*ASSUMES 6" STONE ABOVE, BELOW, AND BETWEEN CHAMBERS

I I

'

STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH I" PRE -CORED END CAPS END WITH "PC"

PART# STUB A SC740EPEOOT I SC740EPEOOTPC SC74QEPEOOB I SC740EPE06BPC

6" 10.9"

SC74()EPE08T ISC740EPEOOTPC SC74GEPE08B I SC740EPE08B~

8" 12.2"

SC740EPE10T /SC740EPE10TPC SC:740EPE10B./ SC740EPE10BPC

10" 13.4"

SC740EPE12T I SC740EPE12TPC 1

SC740EPE12B ISC740EPE12BPC I 12" 14.7"

SC74GEPE15T I SC740EPE15TPC I sc740EPE15B I SC740EPE15BPC I 15" 18.4"

I ~--

SC740EPE'18T I SC740EPE18TPC SC740EPE18B I SC740EPE18BPC

18" 19.7"

SC740EPE24B" 24" 18.5"

8

c

B c 18.5" -- 0.5"

16.5" -- 0.6"

14.5" -~

- I 0.7" I

12.5" i -- I 1.2"

9.0" -- 1.3"

I 5.0" - ' I - ' 1.6"

- 0.1" '

ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694.

* FOR THE SC740EPE248 THE 24" STUB UES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1. 75". BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL.

NOTE: ALL DIMENSIONS ARE NOMINAL _-.::cSC.::.-7:..40=-=-TE=cCH=,:::;N;-::ICAL;:,::::;SP::::==EC=IFICAc:..=.::.:.II:.=ON.:_:_ ___ f,\l

NOT TO SCALE ~

90. 7" ACTUAL LENGTH 85.4" INSTALLED LENGTH

¢BUILD ROW IN THIS DIRECTION

OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION)

ACCEPTS 4" SCH 40 PVC PIPE FOR INSPECTION PORT. FOR PIPE SIZES LARGER THAN 4" UP TO 1 0" USE INSERTA TEE CONNECTION CENTERED ON A CHAMBER CREST CORRUGATION

;,-:---~Gik "' -T---'U....O

NOMlNAL CHAMBER SPECIFIQAUONS SIZE (W X H X INSTALLED lENGTH) CHAMBER STORAGE MINIMUM INSTALLED STORAGE* WEIGHT

]0\ 34" 1

34.0" X 16.0" X 85.4" 14.7 CUBIC FEET 31.0 CUBIC FEET 35.0 lbs.

*ASSUMES 6" ABOVE, BELOW, AND BETWEEN CHAMBERS

STUBS AT BOTTOM Of END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH I" PRE -CORED END CAPS END WITH "PC"

START END

ALL STUBS, EXCEPT FOR THE SC310EPE12B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694.

* FOR THE SC310EPE12B THE 12" (300 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 0.25" (6 mm).

l§:=j~==j~=f~~~~~§~~~~~ BACKFILL MATERIAL SHOULD BE

.... REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS

11.9" LE VEL.

12.7' NOTE: ALL DIMENSIONS ARE NOMINAL

PROPOSED LAYOUT (76) STORMTECH SC-740 CHAMBERS (38} STORMTECH SC-740 END CAPS INSTALLED WITH IMPERMEABLE BARRIER, 15" HEADER PIPES, 6" UNDERDRAIN, ISOLATOR ROW, 6" COVER STONE, 6" BASE STONE, 40% STONE VOID AREA OF SYSTEM: 3,830± FT' PERIMETER OF SYSTEM: 273 FT

PROPOSED ELEVATIONS MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT /UNPAVED):

MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):

MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):

MINIMUM ALLOWABLE GRADE (BASE Of flEXIBLE PAVEMENT):

MINIMUM ALLOWABLE GRADE

182.80

176,80

176.30

176.30

(TOP OF REINFORCED CONCRETE PAVEMENT): 176.30

TOP OF STONE; 175.30

TOP OF CHAMBER: 174.80

15" BOTTOM MANIFOLD/CONNECTION INVERT: 149.61

24" ISOLATOR ROW INVERT:

BOTTOM Of CHAMBER:

UNDERDRAJN INVERT:

BOTTOM OF STONE:

PROPOSED ELEVATIONS MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):

MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIQ):

MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):

MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):

MINIMUM ALLOWABLE GRADE

172.31

172.30

171.80

171.80

182.80

176.80

176.30

176.30

(TOP OF REINFORCED CONCRETE PAVEMENT): 176,30

TOP OF STONE: 175.30

IDP Of CHAMBER: 174.80

15" BOTTOM MANIFOLD/CONNECTION INVERT: 149,61

12" ISOlATOR ROW INVERT:

BOTTOM Of CHAMBER:

UNDERDRAIN INVERT:

BOTTOM OF STONE:

CONVEYANCE PIPE MATERIALS MAY VARY

(PVC, HOPE, ETC.)

INSERTA TEE__..- · CONNECTION •• • ••

172.31

170.80

170.30

170.30

PLACE ADS GEOSYNTHETICS 315 WOVEN GEOTEXTILE (CENTERED ON

INSERT A-TEE INLET) OVER BEDDING STONE FOR SCOUR PROTECTION AT

SIDE INLET CONNECTIONS. GEOTEXTILE MUST EXTEND 6" PAST CHAMBER FOOT

SECTION A-A

CHAMBER

SC-310 SC-740 OC-780

MC-3500 NQIE; Mc-4500

15" ADS N-12 BOTTOM CONNECTION MAXIMUM INLET FLOW 2.8 CFS MAXIMUM OUTLET FLOW 2. 7 CFS INVERT

1.3" ABOVE CHAMBER BASE (SEE NOTES)

15" X 15" ADS N-12 BOTTOM MANIFOLD MAXIMUM INLET FLOW 11.2 CFS MAXIMUM OUTLET FLOW 2.7 CFS

INVERT 1.3" ABOVE CHAMBER BASE (SEE NOTES)

15" ADS N-12 t>Bv011lrTOI., CONNECTION MAXIMUM INLET \ 00 ?«'

FLOW 2.8 CFS INVERT 1.3" 1-----------~"",3; ~··_:~ \ ______ __J\---J ABOVE CHAMBER BASE (SEE J------::===-::--'o="'·"="--\\---------\-\-1

NOTES) INSPECTIO~""'\ ·• PORT_s '

PROPOSED STRUCTURE nw.1.1L1 - j ~~;;~~~==;:~-;:--;-;'~, '\~f~~::;~~;:;:;:;;=:::::~~==:'~fF=:::::::::::::: (DESIGN BY ENGINEER/PROVIDED ~·~~~~~~~~=,.~\~"of'=or=,~i¥'~~~~~~~~~

BY OTHERS) '11 ~~ PLACE MINIMUM 12.5' OF ADS--j--1-l:J t.f:';;; .• •• STRUCTURE OCS#1

GEOSYNTHETICS 315WTK WOVEN 11--11---JI--i!--11----fl--il-+--il,'-·...;, '···j~l;--j~· 1--~f--11---JI--i!--JI----fl--ii-+--J:lil PER PLAN (DESIGN GEOTEXTILE OVER BEDDING STONE I'>., 1."> .• BY ENGINEER/ AND UNDERNEATH CHAMBER FEET k;.·; 1.: ' N~+--tt---11-ll-+--tt----f'il[ PROVIDED BY

FOR SCOUR PROTECTION AT ALL ~ ci1 1---II~-Jf---j[---jf--jf---j[---jf--jp1·~ '1"-¥ ·if--ll--11-11--ll--if-11---11--if--1 OTHERS) CHAMBER INLET ROWS "' "'I f- I ~< I

8" INSERT A TE~-......, ' I'>' 4.0" ABOVE CHAMBER BASE ..... I I. I > I _.-6" ADS N-12 DUAL

(SEE DETAIL) 1 1\ / WALL PERFORATED

~:~:.~:;~~1':'.'::~~::::"1~~····~ .;t<fr· ··;:r~=~~~~~~~1f HOPE UNDERDRAIN rll ~ II • I (SIZE TBD BY 24" PREFABRICATED END CAP, PART# : L~ JV/ \ -- __ -- _j ENGINEER)

SC740EPE24B TYP OF ALL SC-740 24" L !==- - - \- -CONNECTIONS AND ISOLA TOR ROWS

ISOLA TOR ROW

STRUCTURE DMH 3 PER PI •"'

W/ELEVATED BYPASS MANIFOLD (DESIGN BY ENGINEER/PROVIDED BY OTHERS)

PROPOSED LAYOUT (3) STORMTECH SC-310 CHAMBERS (2) STORMTECH SC-310 END CAPS INSTALLED WITH IMPERMEABLE BARRIER, 6" UNDERDRAIN, ISOLATOR ROW, 6" COVER STONE, 6" BASE STONE, 40% STONE VOID AREA OF SYSTEM: 135± FT' PERIMETER OF SYSTEM: 60 FT

8" PREFABRICATED END CAP, PART# SC310EPE08T - TOP CONNECTION

2.83'

ISOLA TOR ROW

PLACE MINIMUM 12.5' OF ADS GEOSYNTHETICS 315W1K WOVEN

GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET

FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS

STRUCTURE OCS 1 PER PLAN (DESIGN BY ENGINEER/ PROVIDED BY OTHERS)

( 1/6" ADS N-12 UAL

'!f WALL PERFORA D • HOPE UNDERDR IN

SIZE TBD BY ENGINEER)

"' N N N

INSPECTION PORT 0 ,...

"'

X 15" ADS N-12 TOP MANIFOLD MAXIMUM INLET FLOW 11.2 CFS INVERT 9.0" ABOVE CHAMBER BASE (SEE NOTES)

i=:::!:---8" PR FABRICATED END CAP, PART# ~" SC310 PE08T - TOP CONNECTION

PROPOSED STRUCTURE DMH#5 (DESIGN BY ENGINEER/PROVIDED BY OTHERS)

----~S:.=C~4~40~C=~~~B~E~~-LA~Y~O~UT:__ ________ f:\l NOT TO SCALE \!:_)

NO NOT INSTALL INSTERTA- TEE AT CHAMBER JOINTS

'-II<S'liERTA- TEE TO BE INSTALLED, CENTERED OVER CORRUGATION

SIDE VIEW

MAX DIAMETER OF HEIGHT FROM BASE OF INSERTA TEE CHAMBER(X)

6" ... to• •• 10. •• 12. s· 12. a·

PART NUMBERS Will VAR:f BASED ON INLET PIPE MATERIALS. CONTACT STORMTECH FOR MORE INFORMATION.

INSERTA lEE FITTINGS AVA!LABL£ FOR SOR 26, SOR 35, SCH 40 IPS GASKElED & SOLVENT ~~ ~~2, HP STORM, C-900 OR

oucn

------~IN~~~~~A~TE~E~D~fl~~~L'----------~fl' NOT TO SCALE \!:_)

N:\PROJECTS\ 1145-07\CIV/L \DRAWINGS\ CURRENT\ 1145-07 - DETAILS.DWG


REV DATE 1

DESCRIPTION

OWNER:


PROJECf:



PROJECfNO. 1145-ll7 DATE: 07·19-2016

SCALE: AS NOTED DWG. NAME: C1145-ll7

PREPARED BY:

ALLEN & MAJOR ASSOCIATES, IN C.


w w w. allen major. com

100 COMMERCE WAY P .0. BOX 2118

WOBURN MA 01888-0118 TEL' (781) 935·6889 FAX, (781) 935·2896


THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CUENT'S REPRESENTATIVE OR CONSULTANT MAY 8f PROVIDED COPIES OF DRAWINGS AND SPECifiCATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPEOFIC APPliCATION TO THIS PROJECT. DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE, AllEN & MAJOR ASSOOATES, INC. MAY REMOVE All INDICATION OF THE OOCUMENrS AUTHORSHIP ON THE MAGNETIC MEDIA. PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPEOFtCATlONS ISSUED SHAll BE THE ONlY RECORD COPIES OF AUEN & MAJOR ASSOCIATES, INC.'S WORK PRODUCT.


DETAILS D-8 Copyright©2016Allcn & Major A$$0Ci.rJlcs, foe.

All Ri IS Reserved

FIBERGLASS SEF'ARP,TIOt•--, CYLINDER AND INLET

(SCREEN SIZE=

CENTER OF CDS STRUCTURE, SCREEN AND SUMP OPENING

2 400 MICRONS)

A FLOW

L SLAB ACCESS (SEE

FRAME AND COVER DETAIL) PVC HYC~RAlJLIC..../

SHEAR PLATE !.D. MANHOLE STRUCTURE

CONTRACTOR TO GROUT TO AN!SH GRAD

GRADE RINGS/RISE

PLAN VIEW

:~~,,-RS---..._,__ FRAME & COVER RIM

FIBERGLASS SEPARATION

CYLINDER AND INLET

(SCREEN SIZE= 2400 MICRONS)

!NV. IN

/~~-

" .

~ • <' ' ••.

.·

~~ I

. I - ! r-- - r--

~·:n • -

/ r ~~

f>>:~~-/)/

•.

1 . .

• • SEE P

4' .

-,..;;

" r--:z !NV. OUT

\ • .

LAN

FFLE-" OIL BA s KIRT

: .· . ./ . l "'-PERMANENT . POOL ELEV. (4'-6" )

Pvc..../ HYDRAU

SHEAR PLA LIC JE

6" PVC ROOF LEADER

12" HEADER PIPE

FROM UDS/11

12" HOPE OUTLET FROM UDS/11

6" HOPE UNDERDRAIN FROM

UDS/11

.. 1-1· ..'.g.,_j (L

. d ·<.:

·--~-"" ·r I lw . . . .. . . ... . . : . ~

SECTION A-A NOT TO SCALE

HIGH EFFIOENCY CDS20t54C

A

A

(OR APPROVED EQUAL)

BROAD CRESTED RECTANGULAR WEIR

CREST ELEV: 175.25

B

12" HEADER FROM UDS/11 !NV.= 172.30

GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL

DIMENSIONS MAY VARY. 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS

AND WEIGHTS, PLEASE CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE. www.contech-cpi.com

4. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING.

5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION.

6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE CLEANING.

INSTALLATION NOTES 1. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION

PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD.

2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED).

3. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE STRUCTURE.

4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN.

5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED.

SITE SPECIFIC DATA REQUIREMENTS

STRUCTURE !D WATER QUALITY FLOW RATE (CFS)

PEAK FLOW RATE (CFS) RETURN PERIOD OF PEAK FLOW (YRS)

PIPE DATA: !.E. MATERIAL INLET PIPE 1 172.35 HOPE

INLET PIPE 1 172.35 HOPE

OUTLET PIPE 172.35 HOPE

RIM ELEVATION

ANTI-FLOTATION BALLAST WIDTH

NOTES/SPECIAL REQUIREMENTS:

LVi;'KG.'c-Z-'i'~.Yi]i'_ <<'kG!~ JY(-'·k0k'!.ZY\\cC+1"':: i •'!\' C.h'<' ·' :.; -'Af' >1S' ;,_iii-~//&- 0."fl\ 7h;'\Sl '.'k5' >:hWJY;; y·, ?.T"": \/>f!Gt1 -'·''iC"dS_ 7' CT>XF i'AFnY, coro;GI:<i

CDS#1

1.06

4.09 25YRS

DIAMETER 15"

12" 15"

176.80

HEIGHT

PROPRIETARY SEPARATORS· HIGH EFFICIENCY COS

RIM CREST ELEV: 178.50

6" PVC ROOF LEADER (INVERT TO BE

DETERMINED IN FIELD)

12" HEADER FROM UDS/11 INV.=172.30

12" HDPE OUTLET INV.=171.80

12" HOPE INLET INV.=172.30

6" HOPE UNDERDRAIN FROM UDS#1 INV.=171.80

6' DIA

1 .25'

6" !--I--t-t-WEIR

11"¢ ORIFICE INV.=171.80

OUTLET INV.=171.80

ELEVATION B-8 12" OF 3/4" STONE

------~o~ururr~~C~OuKm~QL~~~~~REw#~1 _____ 03 NOT ro SC\lE

ALUMINUM TROUGH

A

L FLOW

BAFFLE

SOLID COVER OR GR ATE INLET

RACTOR OUT TO

CONT TO GR

FINISHED GRADE

INLET PIPE

. f/

.. . r'. '

--

I '

.

. ' . .

'

I '

. '

PLAN VIEW NOT TO SCALE

. -1 •

I

'

I

0 I

L...

r- I

I

' . f . ' . .

SECTION A-A NOT TO SCALE

. .

'" .. ': •

'

...., -

'

'

•" . '

,.

SITE SPECIFIC

A

J

HEAD EQ BAFFLE

co NTRACTOR TO PROVIDE RADE RINGS/RISERS G

.. - .. ---.----.---

OUTLET PIPE r: l

B

A

c

DATA REQUIREMENTS

STRUCTURE 10 VS#2

WATER QUALITY FLOW RATE (CFS) 0.03

PEAK FLOW RATE (CFS) 0.13

RETURN PERIOD OF PEAK FLOW (YRS) 25YRS

PIPE DATA: !.E. MATERIAL DIAMETER INLET PIPE 1 170.48 HOPE 8"

OUTLET PIPE 170.48 HOPE 8"

RIM ELEVATION I 175.1

ANTI-FLOTATION BALLAST WIDTH HEIGHT

NOTES/SPECIAL REQUIREMENTS:

Mode!

HS36

HS48

HS60

HS72

HS84

HS96

VORTSENTRY HS GENERAL INFORMATION

Typical Total Typical Typical Approximate Maximum

Manhole Total Distance Rim Distance Rim

Depth Below Minimum Pipe

Diameter Treatment to Outside to Invert

Invert Distance Rim Diameter

FT

3

4

5

6

7

8

(10) Flow Rate Bottom B (inside) to Invert (10)

A c mm 900

1200

1500

1800

2100

2400

CFS us FT m FT

0.55 15.6 10.16 3.10 4.08

1.20 34.0 13.25 4.04 6.00

2.20 62.3 15.13 4.61 6.50

3.70 104.8 16.56 5.05 6.75

5.60 158.6 18.85 5.75 7.75

8.10 229.4 20.87 6.36 8.50

FRAME AND COVER DIAMETER VARIES (NTS)

GENERAL NOTES

m FT mm FT

1.24 5.58 1702 3.00

1.83 6.75 2057 4.00

1.98 7,96 2426 4.82

2.06 9.15 2788 5.59

2.36 10.35 3156 5.00

2.59 11.54 3518 6.91

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

m 0.91

1.22

1.47

1.70

1.52

2.11

1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.

IN

18

24

30

36

42

48

2. DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.

mm 450

600

750

900

1050

1200

3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com

4. VORTSENTRY HS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING.

5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION.

INSTALLATION NOTES 1. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS

ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD.

2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE VORTSENTRY HS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED).

3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.

4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN.

5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED.

__ _:P.::RO:::PRI:..:::.::Et:::AR:.::.::Yc.;S:::E::.::PARA=.:::c:rO~RS=-·~VO:::R:::l'Sc:E=:NTR.:.:.:.:Y.:....:.:HS=----10

B

12" HDPE OUTLET TO DMH IN

WHEELER ROAD

8" (HOPE) INLET PIPE FROM UDS#2

A

BROAD CRESTED RECTANGULAR WEIR

CREST ELEV: 171.80

6" HDPE UNDERDRAIN INLET

INV.=169.90

6" UNDERDRAIN INLET

ELEVATION A-A

...--'""t<IM CREST ELEV: 175.00

6" HDPE UNDERDRAIN INLET

INV.=169.90

8" HDPE INLET FROM UDS#2 INV.=171.02

12" HOPE OUTLET !NV.= 169.90

______ _,OUTLET""-'-"""--'=CONTR""'-'~OL;;,~~~""RE""'-"#'-'-1---f.l\ NOT TO SCAlf ~

4' DIA

2.0'

6" ~-u!--

I--tt-WEIR

ELEVATION B-8

12" HDPE OUTLET TO DMH IN WHEELER ROAD

12" OF 3/4" STONE

N:\PROJECTS\ 1745-07\CIV/L \DRAWINGS\ CURRENT\ 7145--07 .. OETAILS.DWG

PROFESSIONAL ENGINEER FOR ALLEN & MAJOR ASSOCIATES, INC .


OWNER:


PROJECT:



PROJECT NO. 1145-{)7 DATE: 07-19-2016

SCALE: AS NOTED DWG. NAME: C114!Xl7


PREPARED BY:



www.allenmajor.com


WOBURN MA 01888-0118 TEL, (781) 935-6889 FAX' (781) 935-2896


THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CUENT/CUENrS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES Of DRAWINGS AND SPEOACATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPEORC APPliCATION TO THIS PROJECT. OUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONAllY OR OTHERWISE, AllEN & MAJOR ASSOctATES, INC. MAY REMOVE All INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC MEDIA. PRJNTED REPRESENTATIONS OF THE DRAWINGS AND SPECIACATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN & MAJOR ASSOCIATES, INC.'S WORK PRODUO.


DETAILS D-9 O;pyright@2016 Allen & Major Associaics, Inc.

All 8i ts ReservOO

Documents

Plan V1 4-4-2018_120Summit2018.pdfGEN£RAJ-NOTES: 1. 2. • • 3. • • 4. 5. 6. 7. 8. 9. FOR EXISTING CONDITIONS SURVEY, SEE PlAN DATED JANUARY 28, 2016 ENTITLED 'EXISTING CONDITIONS