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Home My WebLink About08/07/2018 - Corridor Development District Plan for Mixed-Use Development - - 1429 OSGOOD STREET �2 N1ROR�p CORRIDOR DEVELOPMENT DISTRICT PLAN FOR MI^ED�USE DEVELOPMENT 5 1429 OSGOOD STREET HOLT RD N Aorft 11 TH Awrlb IIIIIII a M AL Doll'',�/E MA ST ' l 12s SITE #1429 SGOOD ST I LOCUS o ue y ®� — �•_ = �� LIST OF DRAWINGS e h \ ti DRAWING TITLE SHEET NO. ISSUED REVISED • � �� w� Q ABBREVIATIONS&NOTES C-W I&C-002 04/12/18 08/07/18 OWNER\APPLICANT: . �� ;�«�� EXISTING CONDITIONS PLAN V 101 04/12/18 08/07/18 av SITE PREPARATION PLAN C-101 04/12118 7/18 OLIVER ENTERPRISES,INC. 5 HANCOCK STREET _ � �v�� LAYotrr&MATERIALS PLAN c-102 o4n211s o�o7/IS �` GRADING&DRAINAGE PLAN C-103 04/12/18 08/07/18 WOBURN,MA 01801 UTILITIES PLAN C-104 04/12/18 08107/18 TURNING MOVEMENT I SITE ENGINEER&LANDSCAPE ARCHITECT: G105 07105118 OS/07118 ALLEN&MAJOR ASSOCIATES INC. TURNING MOVEMENT G106 07/05/18 7/18 / � �2 a \ �,>r�.�.:..\�\`y�\. R\\-ate \ °�� l ` �-`vim - v PHOTOMEIRICS PLAN C-107 - 0 7118 100 COMMERCE WAY WOBURN,MA 01888-0118 �� 3� LANDSCAPE PLAN L-101-L-103 04/I?JI$ 7118 DETAILS C-501-C-503 04/12118 08/07118 ARCHITECT: CAVENEY ARCHITECTS 128 WARREN STREET 1 4 LOWELL,MA 01852 I 1 ` Y _» 0 k+ F K� —92 U \ a c iC®73 $ 1a c =,per o U S M-77 _ - OF TIMOTHY I O J w WIILIAMS - CIVIL �No.d31190 h F`c1STER6 W YREI'ARED BY: cl PROFESSIONAL ENGINEER FOR ALLEN&MAJOR ASSOCIATES,INC. 2AA#4& 3 ALLEN& MAJOR ISSUED FOR PLANNING BOARD SPECIAL PERMIT&NOTICE OF INTENT:APRIL 12,2018 N ASSOCIATES,INC. ISSUED FOR PLANNING BOARD SPECIAL PERMIT&NOTICE OF INTENT:REVISED JULY 05,2018 civil&structural engineering♦land surveying environmental consulting♦landscape architecture ISSUE P I IAL N w w w a l l e n m a J.o r c o In COMMERCEWAY WOBURN MA 01801-8501 U TEL:(781)935-6889 FAX:( 935-2396 NOTICE OF INTENT: REVISED WOBURN,MA♦LAKE VILLILl E,MA♦MAN CHESTER,NH Z GENERAL NOTES: UTILITY NOTES: GRADING&DRAINAGE NOTES: 1. ZONING DISTRICT:CORRIDOR DEVELOPMENT DISTRICT 3(CDD3) 1. THE LATEST STANDARDS OF THE TOWN OF NORTH ANDOVER SHALL BE FOLLOWED 1. EXISTING PAVEMENT SHALL BE SAW-CUT AND PAVEMENT JOINT SHALL BE WHEN INSTALLING ANY SANITARY SEWER AND STORM DRAIN WORK.BOTH SEWER AND INSTALLED WHERE NECESSARY TO ENSURE A SMOOTH CONTINUOUS GRADE. 2. OVERALL LOT SIZE:1.96+/-ACRES STORM DRAIN WORK WILL BE INSPECTED BY TOWN OF NORTH ANDOVER PERSONNEL AND ALL COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. THE ARCHITECTURAL PLANS SHALL BE REFERRED TO IN ORDER TO 3. THIS PROJECT WILL BE SERVED BY PUBLIC WATER,NATURAL GAS,TELEPHONE,CABLE AND ELECTRIC.ALL UTILITY LINES DETERMINE THE EXACT LOCATIONS OF VESTIBULE,SLOPED PAVING,EXIT WILL BE INSTALLED UNDERGROUND UNLESS OTHERWISE NOTED. 2. THE LATEST STANDARDS OF THE TOWN OF NORTH ANDOVER SHALL BE FOLLOWED PORCHES,HANDICAPPED RAMPS,TRUCK DOCKS,DUMPSTER PADS,ROOF WHEN INSTALLING ANY WATER LINE WORK.WATER LINE WORK WILL BE INSPECTED BY DRAIN LATERALS AND PRECISE BUILDING DIMENSIONS. 4. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND TOWN OF NORTH ANDOVER PERSONNEL AND ALL COSTS SHALL INCLUDE PRESSURE STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, TESTING,DISINFECTING,AND FLUSHING OF LINES.INSPECTION COSTS SHALL BE THE 3. ALL GRADING OPERATIONS SHALL BE COORDINATED WITH THE APPROPRIATE MEASUREMENTS TAKEN IN THE FIELD.THIS INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.THE RESPONSIBILITY OF THE CONTRACTOR.THE CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY COMPANIES. LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR INSTALLATION AND REMOVAL OF ALL NECESSARY DISINFECTING AND FLUSHING TAPS AS TO THE START OF CONSTRUCTION.THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY,ANY GOVERNING DIRECTED BY THE TOWN. 4. IN LANDSCAPED AREAS THE TOP ELEVATION OF MANHOLES SHALL BE FLUSH PERMITTING AUTHORITY,AND"DIGSAFE"AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD WITH FINISH GRADE OF THE LOAM. IN PAVED AREAS THE TOP ELEVATIONS LOCATION OF UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES INTERFERING WITH THE 3. THE CONTRACTOR SHALL REFER TO ARCHITECTS&PLUMBING PLANS AND OF MANHOLES SHALL MATCH FINISH GRADE. PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION TAKEN BEFORE PROCEEDING WITH THE WORK.IT SHALL BE SPECIFICATIONS FOR ACTUAL LOCATION OF ALL ROOF DRAIN LATERALS AND UTILITY THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED ENTRANCES TO INCLUDE SANITARY SEWER LATERALS,DOMESTIC AND FIRE PROTECTION 5. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED AS IMPROVEMENTS SHOWN ON THE PLANS AT NO ADDITIONAL COST. WATER SERVICE,ELECTRIC,TELEPHONE,AND NATURAL GAS SERVICE.THE CONTRACTOR SOON AS POSSIBLE UPON COMPLETION OF CONSTRUCTION WORK IN THE SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID AREA. REFER TO EROSION CONTROL PLAN. 5. ALL MAIN BUILDING ENTRANCES AND WALKS SHALL BE HANDICAP ACCESSIBLE PER FEDERAL ADA&MA AAB REGULATIONS. CONFLICTS AND COORDINATE WITH THE PROPER AGENCY THE LOCATION AND SCHEDULING OF CONNECTIONS WITH THEIR FACILITIES. 6. TEMPORARY STRAW WATTLE PROTECTION AND/OR SILT SACK SHALL BE 6. ALL SITE WORK DONE FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE SITE PLANS AND SITE WORK SPECIFICATIONS INSTALLED AND MAINTAINED AT EXISTING DRAINAGE STRUCTURES DURING FOR CONSTRUCTION. 4. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,THE CONSTRUCTION,TO PRECLUDE SEDIMENT LADEN RUNOFF FROM ENTERING LOCATION,ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED THE DRAINAGE SYSTEM. 7. ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTIES DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPAIRED AND WITHOUT DELAY BY THE CONTRACTOR,AND THE INFORMATION FURNISHED TO THE RESTORED THE CONTRACTOR PUBLIC THEIR OWN EXPENSE. ENGINEER FOR RESOLUTION. 7. 5 FOOT DIAMETER OR LARGER DRAIN MANHOLES AND CATCH BASINS MAY BE NECESSARY DURING STORM DRAINAGE INSTALLATION. 8. ALL PROPERTY MARKERS AND STREET LINE MONUMENTS SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION.ANY 5. ABANDONED EXISTING UTILITIES AND UTILITIES TO BE ABANDONED SHALL EITHER BE DAMAGE TO THESE ITEMS SHALL BE REPAIRED AND RESTORED BY A SURVEYOR REGISTERED IN THE STATE OF ABANDONED IN PLACE AS NOTED OR SHALL BE REMOVED AND DISPOSED OF AS 8. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES MASSACHUSETTS AT THE CONTRACTOR'S EXPENSE. SPECIFIED. ANY UTILITIES 4"OR LARGER TO BE REMOVED. ALL UTILITIES SCHEDULED INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. FOR ABANDONMENT OR REMOVAL AND DISPOSAL MUST BE COORDINATED BY THE ACCORDANCE WITH THE EROSION CONTROL PLAN,MA DEP,AND THE A 9. ALL DISTURBED AREAS SHALL BE MAINTAINED IN CONTRACTOR WITH THE RESPECTIVE UTILITY OWNER. WHEN ABANDONED UTILITIES ARE 9. ALL CATCH BASINS,MANHOLES,INFILTRATION SYSTEM,AND WATER QUALITY REQUIREMENTS OF THE TOWN OF NORM ANDOVER. TO BE LEFT IN PLACE,PLUG OR CAP THE ENDS OF THE CONDUITS AND PIPES. STRUCTURES TO BE CLEANED OUT PRIOR TO FINAL APPROVAL TO REMOVE REMOVE ABANDONED UTILITY MANHOLES,JUNCTION BOXES AND SIMILAR STRUCTURES ALL CONSTRUCTION SILT AND DEBRIS. 10. ALL APPLICABLE PERMITS AND AN APPROVED SET OF PLANS SHALL BE AVAILABLE AT THE CONSTRUCTION SITE. 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. 10. IF ANY EXISTING UTILITY STRUCTURES TO REMAIN ARE DAMAGED DURING 11. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A PRECONSTRUCTION MEETING THE WITH THE APPROPRIATE TOWN BACKFILL AND COMPACT EXCAVATIONS RESULTING FROM REMOVAL OF UTILITY CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR DEPARTMENTS,THE APPROPRIATE UTILITY COMPANIES,THE OWNER AND OWNER'S REPRESENTATIVE. THE MEETING SHALL FACILITATES,AS REQUIRED TO RESTORE THE ORIGINAL GRADE. AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TAKE PLACE PRIOR TO THE START OF CONSTRUCTION AND THE CONTRACTOR MUST PROVIDE 48 HOURS NOTICE TO ALL TO EXISTING CONDITIONS OR BETTER AT NO ADDITIONAL COST. ATTENDEES PRIOR TO THE START OF THE MEETING. 6. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENTS OF NATURAL GAS,ELECTRIC,TELEPHONE AND ANY OTHER UTILITY BY THE UTILITY 11. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE OWNER. CONNECTION AT STRUCTURE IS WATERTIGHT. 12. APPROPRIATE WARNING SIGNS,MARKERS,BARRICADES AND/OR FLAG MEN SHALL BE PROVIDED TO REGULATE TRAFFIC. T 1 CONSTRUCTION TRAFFIC CONTROLS SHALL BE IMPLEMENTED AND OPERATED ACCORDING TO THE MASS DEPARTMENT OF 7. THE CONTRACTOR SHALL USE THE FOLLOWING PIPE MATERIALS: 12. ALL STORM DRAIN MANHOLES SHALL HAVE TRAFFIC BEARING RING&COVERS TRANSPORTATION,THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD)AND THE LOCAL AUTHORITY. •SEWER -PVC(POLYVINYL CHLORIDE),SDR 35 &SHALL BE LABELED"DRAIN". 13. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ADDITIONAL BENCHMARK INFORMATION IF REQUIRED.THE CONTRACTOR IS •DRAIN -HDPE(HIGH DENSITY CORRUGATED POLYETHYLENE PIPE WITH SMOOTH tK°F INNER WALL),ASTM D2321(UNLESS OTHERWISE SPECIFIED ON PLAN) 13. THE CONTRACTOR SHALL ADHERE TO ALL TERMS&CONDITIONS AS OUTLINED TIMOTHY RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING BENCHMARKS.IF IT IS NECESSARY TO RELOCATE A DRAIN -RCP CLASS IV(REINFORCED CONCRETE PIPE,WHERE SPECIFIED ON PLAN) IN THE GENERAL N.P.D E.S.PERMIT FOR STORM WATER DISCHARGE J. BENCHMARK,IT SHALL BE RELOCATED BY A MASSACHUSETTS PROFESSIONAL LAND SURVEYOR AND DONE SO AT THE .WATER-C.L.D.I. ASSOCIATED WITH CONSTRUCTION ACTIVITIES. WILLIAMS CONTRACTOR'S EXPENSE. CIVIL j No.43119 8. BEFORE WORK BEGINS ON THE SEWER OR STORM DRAIN,THE CONTRACTOR WILL 14. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR 14. ALL PERMITS AND APPROVALS NECESSARY FROM AGENCIES GOVERNING THE WORK SHALL BE OBTAINED BY THE COORDINATE WITH THE TOWN OF NORTH ANDOVER THE APPROPRIATE PERMIT FEE AND ALL NATURAL AND PAVED AREAS. �IsrER�� CONTRACTOR PRIOR TO THE COMMENCEMENT OF WORK. INSPECTION FEE. 15. ALL BUILDING DIMENSIONS ARE MEASURED TO THE OUTSIDE FACE OF THE BUILDING. 15. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 9. ALL UTILITY CONNECTIONS THROUGH THE BUILDING WALL SHALL BE BY MEANS OF SIX INCHES(6")OF TOPSOIL.CONTRACTOR SHALL APPLY STABILIZATION 16. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN FLEXIBLE JOINTS. FABRIC TO ALL SLOPES 3H:1V OR STEEPER.CONTRACTOR SHALL GRASS PLACE PRIOR TO THE COMMENCEMENT OF ANY SITE WORK OR EARTHWORK OPERATIONS,SHALL BE MAINTAINED DURING DISTURBED AREAS IN ACCORDANCE WITH LANDSCAPE&CIVIL SPECIFICATIONS PROFESSIONAL ENGINEER FOR CONSTRUCTION,AND SHALL REMAIN IN PLACE UNTIL ALL SITE WORK IS COMPLETE AND GROUND COVER IS ESTABLISHED. 10. A MINIMUM SA 10 FEET CLEAR HORIZONTALLY SHALL BE MAINTAINED BETWEEN WATER &DRAWINGS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. ALLEN&MAJOR ASSOCIATES,INC. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY PER ON SITE INSPECTIONS OF THE MAINS AND SANITARY SEWER MAINS.WHENEVER CONDITIONS PREVENT A LATERAL OWNER,THEIR REPRESENTATIVES,OR REGULATORY AGENCIES HAVING JURISDICTION AT NO ADDITIONAL COST TO THE OWNER. SEPARATION OF FEET TO WATER MAIN,THE WATER MAIN SHALL LAID IN A 16. ALL DRAINAGE SHALL CONFORM TO LOCAL REQUIREMENTS. SEPARATE TRENCHH D W AND THE DIFFERENCE IN ELEVATION BETWEEN THE WATER MAIN AND 17. CONSTRUCTION DURING WET WEATHER OR WINTER CONDITIONS IS TO BE ANTICIPATED AND PROVISIONS TO ADEQUATELY THE SEWER MAIN SHALL BE AT LEAST 18 INCHES. ADDRESS THESE CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST. 11. ALL FILL MATERIAL IS TO BE IN PLACE,AND COMPACTED BEFORE INSTALLATION OF 18. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY PERMITS AND/OR CONNECTION FEES REQUIRED TO PROPOSED UTILITIES. 3 08-07-2018 REVISED PER REVIEW COMMENTS CARRY OUT THE WORK INCLUDING BUT NOT LIMITED TO DEMOLITION. 12. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY'S INSPECTORS 72 HOURS BEFORE 2 07-05.2018 REISSUED TO TOWN 19. DISPOSAL OF ALL DEMOLISHED MATERIALS INCLUDING EXISTING MISC.CONSTRUCTION DEBRIS FILL IS THE RESPONSIBILITY OF CONNECTING TO ANY EXISTING LINE. 1 06-21-2018 REVISED BUILDING PROGRAM THE CONTRACTOR AND MUST BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL FEDERAL,STATE,AND LOCAL MUNICIPAL 13. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. REV DATE DESCRIPTION REQUIREMENTS AT NO ADDITIONAL COST. APPLICANT\OWNER: 20. ALL DISTURBED AREAS NOT NOTED TO RECEIVE OTHER TREATMENT ARE TO RECEIVE SIX INCHES(6")MINIMUM OF TOPSOIL 14• ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING. OLIVER ENTERPRISES,INC. &SEED,AND BE MAINTAINED UNTIL ESTABLISHED&ACCEPTED. 15. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 5'-0"COVER ON ALL WATERLINES AND A 5 HANCOCK STREET 21. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,REMOVED OR RELOCATED AS NECESSARY. MAXIMUM OF 8'-0"COVER. WOBURN,MA 01801 22. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS,INCLUDING BUT NOT LIMITED TO,ALL UTILITIES,STORM 16. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES,SANITARY LINES,STORM PROJECT: DRAINAGE,SIGNS,TRAFFIC SIGNALS&POLES,ETC.AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH THE THE LINES AND GAS LINES(EXISTING AND PROPOSED),THE SANITARY LINE SHALL BE TOWN OF NORTH ANDOVER GOVERNING AUTHORITY'S SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING,THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST 23. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18"CLEARANCE BETWEEN THE 1429 OSGOOD STREET AND DISCONNECTION AT EXISTING UTILITY. PIPES.WHERE THE WATERLINE IS LESS THAN THE 18"VERTICAL CLEARANCE AND NORTH ANDOVER,MA MEETING 10'HORIZONTAL CLEARANCE CANNOT BE MET,THE WATER MUST BE ENCASED 24. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT IN CONCRETE TO MEET THE REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11(AWWA GROUNDBRFAK. C-151)(CLASS 50). 25. EXISTING AND PROPOSED GAS SERVICE LOCATIONS ARE APPROXIMATE ONLY.THE CONTRACTOR SHALL CONFIRM WITH THE 17. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION PROJECT NO. 2351-02 DATE: 04-12-2018 p GAS COMPANY THAT THE GAS LINE INSTALLATION&DISCONNECTION SHALL BE BY THE LOCAL GAS COMPANY.THE STRENGTH OF 3000 P.S.I. co CONTRACTOR SHALL GIVE THE GAS COMPANY ADVANCE NOTICE OF WHEN THE GAS LINE CAN BE INSTALLED. SCALE: NO SCALE DWG.NAME: 2351-02 18. DRAWINGS DO NOT NECESSARILY SHOW ALL EXISTING UTILITIES. z 26. EXISTING&PROPOSED ELECTRIC AND COMMUNICATIONS(TELEPHONE AND CABLE)SYSTEMS LOCATIONS ARE APPROXIMATE DESIGNED BY: BES CHECKED BY, TJW ONLY AND SHALL BE COORDINATED AND SCHEDULED WITH THE APPROPRIATE UTILITY COMPANY SERVICING THE PROJECT 19. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE SITE. LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER, PREPIREDBY: Z SEWER,GAS AND ELECTRICAL AND TELECOMMUNICATIONS LINES. 0 27. CONTRACTOR IS RESPONSIBLE FOR DIGGING TEST HOLES AND VERIFYING ANY EXISTING UTILITY OR STRUCTURE PRIOR TO j CONSTRUCTION.CONTRACTOR SHALL VERIFY THAT BASED ON EXACT LOCATION OF EXISTING UTILITIES,THERE ARE NO 20. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR CONFLICTS BETWEEN THEM AND THE PROPOSED UTILITIES. UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING m POSSESSION AND THE FINAL CONNECTION OF SERVICE. cp 28. THE CONTRACTOR SHALL ADHERE TO ALL PERMIT CONDITIONS PROVIDED BY ALL GOVERNING AGENCIES AT NO ADDITIONAL A#*Ak Q COSTS.THIS INCLUDES BUT IS NOT LIMITED TO BUILDING PERMITS,DEMOLITION PERMITS,PLUMBING,GAS,AND ELECTRICAL 21. DOMESTIC WATER SERVICES SHALL BE INSTALLED WITH APPROPRIATELY SIZED GATE, �T g T'T �T®T PERMITS. BOX,AND TEE FITTINGS. L L Li l� J x 29. IT IS THE CONTRACTORS RESPONSIBILITY TO PROPERLY DISPOSE OF AND ABATE ALL BUILDING MATERIALS OR HAZARDOUS 22. ALL WATER MAIN APPURTENANCES,MATERIALS,METHODS OF INSTALLATION AND TESTING c/� +T A mr INC.UILDING MATERIALS ONSITE IN ACCORDANCE WITH ALL STATE,FEDERAL,AND LOCAL LAWS AND REGULATIONS AT NO REQUIREMENTS SHALL MEET OR EXCEED THE TOWN OF NORTH ANDOVER AS S O C IA 1 1'S,I Lam If)N ADDITIONAL COST TO THE OWNER. REQUIREMENTS. civil&structural engineering♦land surveying 30. DURING EXCAVATION,ANY EXISTING EARTH CUT MATERIALS THAT DOES NOT MEET THE ORDINARY FILL SPECIFICATIONS OR environmental consulting a landscape architecture � 23. PRESSURE AND LEAKAGE TEST,DISINFECTION AND FLUSHING SHALL BE IN ACCORDANCE w w w.a l l e n m a j o r.c o m LOAM SPECIFICATIONS AND CANNOT BE REUSED SHALL BE REMOVED OFFSITE BY THE CONTRACTOR AT NO ADDITIONAL COST WITH ALL LOCAL AND MUNICIPAL STANDARDS AND REQUIREMENTS. 100 COMMERCE WAY CIZ TO THE OWNERS.MATERIAL WHICH DOES NOT MEET THE SPECIFICATION INCLUDES ALL BOULDERS,ROCKS,CONSTRUCTION WOBURN MA 01801 DEBRIS,AND MISC.MATERIAL.PRIOR TO REUSE,CONTRACTOR TO PROVIDE TESTING REPORT OF SIEVE ANALYSIS TO 24. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNECTION WITH THE TEL:(781)935-6889 ENGINEER FOR APPROVAL.CONTRACTOR CAN AMEND MATERIALS AND CONTINUE TO RETEST AS NECESSARY AT NO UTILITY TESTS,FLUSHING AND INSPECTIONS AS REQUIRED BY THE LOCAL MUNICIPALITY. Fax:(781)935-2896 co ADDITIONAL COST TO OWNER.AFTER AMENDING IF MATERIAL STILL DOES NOT MEET THE SPECIFICATIONS IT IS TO BE 2 REMOVED FROM SITE AT NO ADDITIONAL COST TO THE OWNER AND IN ACCORDANCE WITH ALL FEDERAL,STATE,AND LOCAL 25. ALL BEDDING MATERIAL SHALL BE AS SPECIFIED ON THE DRAWINGS.IF LOCAL OR WOBURN,MA♦LAKEVILLE,MA♦MANCHESTEa,Nit Q LAWS AND REGULATIONS. STATE AUTHORITIES REQUIRE DIFFERENT BEDDING OR BACKFILL MATERIAL,THEN THE THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. 0 DIG SAFE MORE STRINGENT SHALL APPLY. CUENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC j MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC U o APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE N MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR p OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL 15 INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND M SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. 0 y BEFORE YOU\DIG TITLE: SHEET No. a ALL 811 OR 1-888-D G-S FE ABBREVIATIONS&NOTES C-001 z1-888-344-7233 164 AI) is Aeren N ------------- EROSION&SEDIMENTATION CONTROL NOTES: 16. ALL EROSION CONTROL MEASURES SHALL BE ROUTINELY INSPECTED BY THE ABBREVIATIONS: 1. EROSION CONTROL SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND SHALL BE CONTRACTOR,CLEANED AND REPAIRED OR REPLACED AS NECESSARY THROUGHOUT ADEQUATE TO MAINTAIN SEDIMENT ON SITE.ANY MODIFICATIONS TO SILT CONTROLS ALL PHASES OF CONSTRUCTION.IN ADDITION,INSPECTIONS AND SHALL TAKE SHOWN ON THE APPROVED PLANS AS A RESULT OF ACTUAL FIELD CONDITIONS OR PLACE WEEKLY AND BEFORE AND AFTER EACH 1/4"RAINFALL EVENT. ABAN ABANDON L LENGTH CONSTRUCTION PRACTICES SHALL BE INSTALLED IN ACCORDANCE WITH B.M.P. CONTRACTOR TO PROVIDE ALL WEEKLY REPORTS IN CONJUNCTION WITH THE ADA AMERICANS WITH DISABILITIES ACTS LB LEACHING BASIN (BEST MANAGEMENT PRACTICES)PER THE E.P.A.LATEST EDITION OF THE EROSION CONTROL/NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM ADJ ADJUST LP LIGHT POLE "CONSTRUCTION GENERAL PERMIT"MANUAL,AND MASSACHUSETTS 2003 EROSION& CONSTRUCTION SITE PERMIT REQUIREMENTS(NPDES PERMIT)TO OWNER AND SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS.ANY SUCH ENGINEER ON A WEEKLY BASIS OR MORE FREQUENTLY AS NECESSARY. B BORING MAT MATERIAL MODIFICATIONS FROM THE ABOVE MANUALS SHALL BE INSTALLED AS APPROVED BY BC BOTTOM OF CURB MAX MAXIMUM THE ENGINEER. 17. ALL PROPOSED SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH JUTE MESH BIT BITUMINOUS MH MANHOLE AND PROTECTED FROM EROSION UNTIL WORK IS COMPLETE AND GROUND COVER BCB BITUMINOUS CONCRETE BERM MIN MINIMUM 2. AREAS OF EXPOSED SOIL UNDERGOING CONSTRUCTION THAT WILL NOT BE IS ESTABLISHED. BLDG BUILDING MISC MISCELLANEOUS COVERED AND OR FINISHED GRADED SHALL BE STABILIZED AS SOON AS BM BENCH MARK MCC MONOLITHIC CONCRETE CURB PRACTICABLE BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION 18. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES ADDITIONAL STRAWBALES OR gOS BOTTOM OF SLOPE MTD MOUNTED ACTIVITY(UNLESS THE TOWN HAS STRICTER REQUIREMENTS WHICH SHALL BE STRAW WATTLE AND EXTRA SILTATION FENCING FOR INSTALLATION AT THE DIRECTION gOW BOTTOM OF WALL MW MONITORING WELL FOLLOWED)IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY OF THE ENGINEER OR THE TOWN ENGINEER TO MITIGATE ANY EMERGENCY BRK BRICK CEASED.TEMPORARY EROSION CONTROL MEASURES SHALL INCLUDE EROSION CONDITION. N NORTH CONTROL MESH,NETTING OR MULCH AS DIRECTED BY THE OWNER'S BV&B BUTTERFLY VALVE&BOX NIC NOT IN CONTRACT REPRESENTATIVE AND SHOWN ON THE DESIGN PLANS.IF MULCH USED,STRAW 19. AS CONSTRUCTION DISTURBANCE IS GREATER THAN 1 ACRE,A NATIONAL BVW BORDERING VEGETATED WETLAND NO NUMBER MULCH SHALL BE APPLIED AT THE RATE OF 4 BALES PER 1,000 SQUARE FEET. POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)CONSTRUCTION GENERAL NTS NOT TO SCALE APPLICATION AREA SHALL BE SUFFICIENTLY COVERED WITH MULCH TO AVOID ANY PERMIT NOI,AND STORM WATER POLLUTION PREVENTION PLAN(SWPPP)WILL NEED CATV CABLE TELEVISION VISIBLE SOIL EXPOSURE.MULCH SHALL BE KEPT MOIST TO AVOID LOSS DUE TO TO BE SUBMITTED TO THE EPA.THE NPDES PERMIT FOR STORM WATER CB CATCH BASIN OC ON CENTER WIND.MULCH AND NETTING SHALL BE APPLIED IN THE BASE OF ALL GRASSED DISCHARGE,&CONSTRUCTION GENERAL PERMIT NOI WILL BE REQUIRED TO BE CF CUBIC FEET OD OUTSIDE DIAMETER WATERWAYS AND IN VEGETATIVE SLOPES WHICH EXCEED 15%. SUBMITTED AT LEAST 14 DAYS PRIOR TO COMMENCING CONSTRUCTION. CFS CUBIC FEET PER SECOND OHW OVERHEAD WIRE Cl CAST IRON(PIPE) OVHD OVERHEAD OW OBSERVATION WELL 3. IF DISTURBED AREAS DO NOT RECEIVE FINAL SEEDING BY OCTOBER 1ST OF THE 20. OWNER AND CONTRACTOR ARE RESPONSIBLE FOR COMPLIANCE WITH THE CL CENTERLINE CONSTRUCTION YEAR,THEN ALL DISTURBED AREAS SHALL BE SEEDED WITH A CONSTRUCTION GENERAL PERMIT NOI.WEEKLY SWPPP INSPECTION REPORTS TO BE CLDI CEMENT LINED DUCTILE IRON(PIPE) PC POINT OF CURVATURE WINTER COVER CROP AT THE RATE OF 3 LEIS PER 1,000 SQUARE FEET.WINTER PERFORMED BY CONTRACTOR.COPIES OF ALL SWPPP INSPECTION REPORTS SHALL CLF CHAIN LINK FENCE PCC PRECAST CONCRETE CURB BE PROVIDED TO THE TOWN OF NORTH ANDOVER,EPA,DEP,OR ANY OTHER CM CONSTRUCTION MANAGER SEEDING SHALL BE COVERED WITH EROSION CONTROL MESH(MULCH AND PI POINT OF INTERSECTION NETTING).HEAVY GRADE MATS SHALL BE USED IN THE BASE OF ALL GRASSED AUTHORITY REQUESTING WITHIN 3 DAYS OF EACH INSPECTION. CMP CORRUGATED METAL PIPE PKG PARKING WATERWAYS ON VEGETATED SLOPES IN EXCESS OF 15%. MULCH AND NETTING CO CLEAN OUT PL PROPERTY LINE SHALL ALSO BE PROVIDED FOR ADDITIONAL WINTER PROTECTION. 21• APPLICABLE WORK AND MATERIALS SHALL COMPLY WITH ALL TOWN OF NORTH CONC CONCRETE P PLUMBING ANDOVER MA DEP,EPA CONSTRUCTION GENERAL PERMIT STANDARDS.ALL CONST CONSTRUCTION POCOC POINT ON CURVATURE 4. ALL TOPSOIL SHALL BE COLLECTED,STOCKPILED,SEEDED WITH RYE AT 3LBS PER CONSTRUCTION SHALL CONFORM TO THE APPLICABLE SITE PLAN REGULATIONS CONT CONTRACTOR POT POINT ON TANGENT 1,000 SQUARE FOOT AND MULCHED,AND REUSED REQUIRED.SILTATION FROM THE TOWN OF NORTH ANDOVER AND USDA SOIL CONSERVATION SERVICE CRD COORDINATE PRC POINT OF REVERSE CURVATURE VEGETATIVE PRACTICES IN SITE DEVELOPMENT. CPP CORRUGATED POLYETHYLENE PIPE PROP,P PROPOSED FENCING SHALL BE PLACED DOWN GRADIENT FROM STOCKPILED LOAM. LOAM PT POINT(OR POINT OF TANGENT) SHALL BE STOCKPILED AT LOCATIONS DESIGNATED BY THE OWNER AND ENGINEER. CUL CULVERT t 22. A WATERING TRUCK SHALL BE USED TO PERIODICALLY SPRINKLE CONSTRUCTION CY CUBIC YARD PVC POLYVINYL CHLORIDE(PIPE) 5. ALL FILTER BARRIERS,SILT SACKS,AND EROSION CONTROL BERMS SHALL BE AREAS IN ORDER TO KEEP THE LEVEL OF DUST TO A MINIMUM DURING THE DRY INSTALLED ACCORDING TO THE EROSION CONTROL PLAN.THESE SHALL BE MONTHS AND AS REQUIRED. DB DISTRIBUTION BOX R&R REMOVE&RESET/REPLACE MAINTAINED DURING DEVELOPMENT TO REMOVE SEDIMENT FROM RUNOFF WATER. 23. IF DEWATERING IS NECESSARY IT SHALL ONLY BE COMPLETED AS FOLLOWS:THE DBL DOUBLE R&S REMOVE&STACK j of ALL THE FILTER BARRIERS AND EROSION CONTROL BERMS SHALL BE INSPECTED DEM DEMOLISH RCP REINFORCED CONCRETE PIPE TIMOTHY AFTER ANY RAINFALL OR RUNOFF EVENT,MAINTAINED AND CLEANED UNTIL ALL DISCHARGE SHALL BE STOPPED IMMEDIATELY IF THE RECEIVING AREA SHOWS ANY DET DETENTION RD ROAD(OR ROOF DRAIN) J. SIGN OF INSTABILITY OR EROSION.ALL CHANNELS,SWALES,AND DITCHES DUG FOR RED REDUCER WILLIAMS AREAS HAVE AT LEAST 85-90%VIGOROUS PERENNIAL COVER OF GRASSES. DI DUCTILE IRON(PIPE) CIVIL DISCHARGING WATER FROM THE EXCAVATED AREA SHALL BE STABLE PRIOR TO RELOC RELOCATE DIRECTING DISCHARGE TO THEM.IF A CONSTRUCTION EQUIPMENT BUCKET IS USED, DIA DIAMETER REM REMOVE 6. ADJACENT ROADS SHALL BE PERIODICALLY SWEPT OR WASHED TO AVOID TRACKING IT SHALL EMPTY THE MATERIAL TO A STABLE AREA.NO DEWATERING SHALL OCCUR DIM DIMENSION RET RETAIN,RETAINING OR RETENTION OisrER�� MUD,DUST OR DEBRIS FROM THE CONSTRUCTION AREA.A WATERING TRUCK WILL DURING PERIODS OF INTENSE,HEAVY RAIN.FLOW TO THE SEDIMENT REMOVAL DMH DRAIN MANHOLE ROW RIGHT OF WAY o aL BE USED TO PERIODICALLY SPRINKLE CONSTRUCTION AREAS IN ORDER TO KEEP STRUCTURE SHALL NOT EXCEED THE STRUCTURES CAPACITY TO SETTLE AND FILTER DW DOMESTIC WATER(OR DRY WELL) RR RAILROAD THE LEVEL OF DUST TO A MINIMUM DURING THE DRY MONTHS. FLOW OR IS VOLUME CAPACITY.WHENEVER POSSIBLE,THE DISCHARGE FROM THE DWG DRAWING RWL RAIN WATER LEADER 7. THE CONTRACTOR SHALL USE EXTREME CAUTION TO AVOID ALLOWING SEDIMENTS SEDIMENT REMOVAL STRUCTURE SHALL DRAIN TO A WELL—VEGETATED BUFFER BY DYCL DOUBLE YELLOW CENTERLINE RWY ROADWAY TO ENTER THE STORM DRAIN SYSTEM DURING CONSTRUCTION. CATCH BASIN SHEET FLOW WHILE MAXIMIZING THE DISTANCE THE NEAREST WATER RESOURCE INLETS SHALL BE PROTECTED DURING CONSTRUCTION BY THE USE OF STRAW BALE AND MINIMIZING THE SLOPE THE BUFFER AREA. A.THERE SHALL BE NO DIRECT EHH ELECTRIC HANDHOLE SD SRAIN PROFESSIONAL ENGINEER FOR DISCHARGE TO EXISTING WETLANDS OR STREAMS.ALL DISCHARGE SHALL BE IN EL ELEVATION SF SQUARE FEET ALLEN&MAJOR ASSOCIATES,INC. BARRIERS AROUND EACH INLET.SILT SACKS SHALL BE INSTALLED IN ALL EXISTING SGC SLOPED GRANITE CURB COMPLIANCE WITH STATE.LOCAL,AND FEDERAL REQUIREMENTS. E ELECTRIC BASINS.INLET'PROTECTION MAY BE REMOVED ONLY AFTER FINISHED AREAS ARE EMHMH ELECTRIC MANHOLE SMH SEWER MANHOLE PAVED AND THE VEGETATED SLOPES ARE ESTABLISHED WITH AT LEAST 85-90%OF SP STANDPIPE 24. INITIATE STABILIZATION IMMEDIATELY IF CONSTRUCTION WORK TEMPORARILY OR EOP EDGE OF PAVEMENT VIGOROUS PERENNIAL GROWTH. SPEC SPECIFICATION PERMANENTLY CEASES. FOR EDGE OF ROAD STA STATION 8. AS APPLICABLE,EROSION CONTROL MESH SHALL BE APPLIED IN ACCORDANCE WITH EOW EDGE OF WETLANDS STC STORMCEPTOR 25. ALL DISCHARGES FROM POLLUTION SOURCES SUCH AS FUELS,WASTEWATER FROM ETC ELECTRIC,TELEPHONE,CABLE STD STANDARD THE PLANS OVER ALL FINISHED SEEDED AREAS AS SPECIFIED ON THE DESIGN WASH OUT OF CONCRETE,WASTEWATER FROM CLEAN OUT OF PAINTS,FORM STRTL STRUCTURAL 3 08-07-2018 REVISED PER REVIEW COMMENTS PLANS. EXIST EXISTING RELEASE OILS,CURING COMPOUND AND OTHER CONSTRUCTION CHEMICALS, SWEL SOLID WHITE EDGE LINE 2 07-0520/8 REISSUED TO TOWN POLLUTANT USED FOR MAINTENANCE OF VEHICLES AND EQUIPMENT,SOAPS& EXT EXTERIOR SW SIDEWALK 9. AT THE OWNER'S DISCRETION ADDITIONAL EROSION CONTROL MEASURES MAY BE SOLVENTS,TOXIC OR HAZARDOUS SUBSTANCES,CHEMICALS AND OILS FROM FA FIRE ALARM SWLL SOLID WHITE LANE LINE 1 OE 21-2018 REVISED BUILDING PROGRAM REQUIRED TO MAINTAIN STABILITY OF EARTHWORKS AND FINISHED GRADED AREAS. EQUIPMENT IS PROHIBITED.IF A POLLUTANT IS DISCHARGED IT NEEDS TO BE FCC FLUSH CONCRETE CURB SYCL SOLID YELLOW CENTERLINE REV DATE DESCRIPTION THE CONTRACTOR,AT HIS EXPENSE,WILL BE RESPONSIBLE FOR PROVIDING AND IMMEDIATELY CLEANED UP BY REMOVING THE CHEMICAL AND AFFECTED SOIL OR FES FLARED END SECTION INSTALLING ANY ADDITIONAL MEASURES AS SPECIFIED BY THE OWNER.THIS AREA OF SPILL FROM THE SITE.DO NOT HOSE DOWN AND SPREAD SPILLED ITEM. FFE FINISH FLOOR ELEVATION APPLICANT\OWNER: INCLUDES BUT IS NOT LIMITED TO REQUESTS BY MA DEP.THE ENGINEER AND THE ALL CHEMICALS USED ON THE SITE SHALL BE IN LEAK—PROOF CONTAINERS FLNP FIRE LANE NO PARKING TB TEST BORING MUNICIPALITY,AS AUTHORIZED BY THE OWNER.FAILURE TO COMPLY WITH THE STORED AWAY FROM SURFACE WATERS,STORMWATER INLETS,AND DRAINAGE FPS FEET PER SECOND TC TOP OF CURB OLIVER ENTERPRISES,INC. TO TRENCH DRAIN OWNER'S DIRECTIONS WILL RESULT IN DISCONTINUATION OF CONSTRUCTION MEASURES.SPILL KITS SHALL BE AVAILABLE ONSITE FOR EMERGENCY USE.THERE FS FIRE SERVICE 5 HANCOCK STREET ACTIVITIES. SHALL BE A SECONDARY CONTAINMENT OR ALL CHEMICALS IN ADDITION TO FT FOOT/FEET T T TELEPHONE SPILL—PROOF CONTAINERS. TMH MH TELEPHONE MANHOLE WOBURN,MA 01801 10. INSPECTIONS AND MONITORING MAINTENANCE MEASURES SHALL BE APPLIED AS GC GENERAL CONTRACTOR TOW TOP OF SLOPE TOW TOP OF WALL PROJECT: NEEDED DURING THE ENTIRE CONSTRUCTION CYCLE.WEEKLY INSPECTIONS SHALL 26. PRIOR TO COMMENCEMENT OF CONSTRUCTION,APPLICABLE CONTRACTOR GEN GENERAL TP TEST PIT BE HELD THROUGH THE DURATION OF CONSTRUCTION ACTIVITY.WEEKLY INSPECTION PERSONNEL MUST HAVE AN UNDERSTANDING OF THE EPA CONSTRUCTION GENERAL GG GAS GATE TS&V TAPPING SLEEVE&VALVE REPORTS SHALL BE MAINTAINED BY THE CONTRACTOR AND LOCATED IN THE PERMIT REQUIREMENTS,AND THEIR SPECIFIC RESPONSIBILITIES UNDER THE PERMIT. GR GUIDE RAIL TYP TYPICAL CONTRACTORS FIELD OFFICE ONSITE.IN ADDITION TO THE NORMAL WEEKLY AT A MINIMUM PERSONNEL MUST BE TRAINED AND UNDERSTAND THE FOLLOWING: GRAN GRANITE 1429 OSGOOD STREET INSPECTIONS,THE CONTRACTOR SHALL PERFORM AN INSPECTION OF ALL EROSION LOCATION OF ALL STORMWATER CONTROLS AND HOW TO MAINTAIN THEM, GV GATE VALVE UD UNDERDRAIN CONTROL MEASURES AFTER EACH RAINFALL OR RUNOFF EVENT,AND PERFORM THE PROCEDURES FOR COMPLYING WITH THE POLLUTION PREVENTION REQUIREMENTS. GV&B GATE VALVE&BOX UL UNDERWRITERS LABORATORY NORTH ANDOVER,MA NECESSARY REPAIRS.THE INSPECTIONS SHALL INCLUDE BUT NOT BE LIMITED TO PROCEDURES FOR CONDUCTING INSPECTIONS,RECORDING FINDINGS,AND TAKING GW GROUND WATER UP UTILITY POLE THE SITE'S DOWN STREAM DISCHARGE POINTS. CORRECTIVE ACTION. H HORIZONTAL V VERTICAL 11. IF ANY EVIDENCE OF SEDIMENTATION IS OBSERVED AT THE STORMWATER 27. ALL SEDIMENT TRACKED ONTO ROADWAYS MUST BE REMOVED AT END OF EACH VCP VITRIFIED CLAY PIPE � MANAGEMENT AREA INLETS,THE CONTRACTOR SHALL,AT HIS OWN EXPENSE, WORK DAY. HOR HORIZONTAL VERT VERTICAL PROJECT NO. 2351-02 DATE: 04-12-2018 PROVIDE A PLAN TO THE ENGINEER TO REMOVE ANY ACCUMULATED SEDIMENT IN HT HEIGHT VGC VERTICAL GRANITE CURB HW HEADWALL THESE AREAS.THE CONTRACTOR SHALL ALSO IMMEDIATELY PROVIDE ADDITIONAL ON 28. IF USING NON—VEGETATIVE STABILIZATION MEASURES,IT MUST BE COMPLETED NO HWY HIGHWAY SCALE: NO SCALE DWG.NAME: 2351-02 o SITE EROSION AND SEDIMENTATION CONTROL MEASURES TO PREVENT FURTHER LATER THAN 14 DAYS AFTER INITIATING STABILIZATION.ALL AREAS OF EXPOSED WD WOOD Z DEGRADATION OF THE AREA. SOILS MUST BE COVERED. HYD HYDRANT WG WATER GATE DESIGNED BY. BES CHECKED BY' TJW WM WATER MAIN 12. FOLLOWING THE TEMPORARY OR FINAL SEEDINGS,THE CONTRACTOR SHALL INSPECT ID INSIDE DIAMETER WMH WATER MANHOLE PREP:RED BY: o THE WORK AREA SEMI—MONTHLY TO ENSURE THE AREAS HAVE A MINIMUM OF IN INCHES WSO WATER SHUTOFF AIM ti 85-90%VEGETATED VIGOROUS GROWTH.RE—SEEDING SHALL BE CARRIED OUT BY INCL INCLUDE Q THE CONTRACTOR WITH FOLLOW UP INSPECTIONS IN THE EVENT OF ANY FAILURES INST INSTALLED Lu UNTIL VEGETATION IS ADEQUATELY ESTABLISHED. INV,I.E. INVERT,INVERT ELEVATION oc 13. ALL EROSION MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND SHALL BE ADEQUATE TO MAINTAIN SEDIMENT ON SITE.ANY MODIFICATIONS SHALL ALLEN T T r,�T Q_ 1►T�T�y� BE INSTALLED AS DIRECTED BY THE ENGINEER OR THE TOWN OF NORTH ANDOVER. ALLEly &jvj J R N 0 14. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED DURING � CONSTRUCTION,AND SHALL REMAIN IN PLACE UNTIL ALL SITE WORK IS COMPLETE ASSOCIATES,INC. N AND GROUND COVER IS ESTABLISHED. civil&structural engineering*land surveying environmental consulting s landscape architecture ti 15. TOP OF STOCKPILES SHALL BE COVERED IN SUCH MANNER THAT STORMWATER w w w.a I l e n m a j o r.c o m W cr DOES NOT INFILTRATE THE MATERIALS AND THEREBY RENDER THE SAME 100 COMMERCE WAY UNSUITABLE FOR FILL USE. WOBURN RSA 01801TEL:(781)935-6889 U FAX:(781)935-2896 0 U Z WOBURN,MA♦LA REVILE E,MA♦MAN GAESTER,NH THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. DIG SAFE CLIENT/CUENTS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC o, MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC U APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE N MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC MAY REMOVE ALL U1 �� INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND N SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. BEFORE YOU$DIG DRAWING TITLE: SHEET No. o' CALL 811 OR a 1-888-DIG-SAFE ABBREVIATIONS&NOTES C-002 a 1-888-344-7233 cpymgnrp2019Ar1,n�atajorAssxisru,ter. 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JSTE ICNPOAL 4.1 _ 51470 V ,v \ \ - 4.97 � \ 3 \ If o£�st 1�e � \ \ � PROFESSIONAL ENGINEER FOR �4 nis9 2sg`- ALLEN&MAJOR ASSOCIATES,INC. yys9 ( \\ NOTES; i22.46 ' NK i-A , \ 11435 CC °i }3 ( \ 1. EXISTING CONDITIONS BASE PLAN WAS ®,z 75 PREPARED BY SAVELLO&ASSOCIATES,LAND ? ��' t AWNSURVEY\\\\\\\ I CONSULTANTS,ENTITLED "EXISTING CONDITIONDS TOPOGRAPHIC PLAN IN ,I i - A z MW3 ✓n \ \ 3 0807�018 REVISED PER REVIEW COMMENTS � BALL v � ;; \ \ I NORTH ANDOVER,MASS#1429 OSGOOD I� \ \ 3.55 STREET"DATED JANUARY 23,2018.WETLAND 2 07-05.2018 REISSUED TO TOWN N, p HD n n 4.022.3H \ TD z. 111.30 z AND STREAM BANK DELINEATION WAS ADDED ED BUILDING\ \ I 1 06-21 201$ REVIS ILDING PROGRAM FEBRUARY 28,2018.ELEVATION DATUM TAKEN CORR. j13.5, � \I FROM 1992 MASS HIGHWAY CONSTRUCTION REV DATE DESCRIPTION INV,4 �` J'►n- c �T 4� b�\\ �� LAYOUT PLANS.ASSUMED NAD27 DATUM. APPIJCANT\OWNEW adz}g6 106.44J ASPNA \ \ OLIVER ENTERPRISES INC. \ ` \ Sao 4.30�Lp0 \ \ 2. ALL INFORMATION ON THIS PLAN IS PREPARED �. I\\ BY SAVELLO&ASSOCIATES.ALLEN&MAJOR ' z35, \ \ \ ASSOCIATES,INC.'S TITLEBLOCK IS SHOWN 5 HANCOCK STREET 3ea SOLELY FOR PRINTING PURPOSES.ALLEN& WOBURN,MA 01801 78 4 MAJOR ASSOCIATES,INC.TAKES NO '^\ NK-S-, PROJECT' r SHOWN ON THE FEOXISTINGCCOND CONDITIONS PLAN. 414 I f v WOODS _ TP5 A20- 91 oil7t }1,ti55 wR. -i} I 3. THE LOCATIONS OF EXISTING UNDERGROUND 1429 OSGOOD STREET i 2a. _ ( ;�, UTILITIES ARE SHOWN IN AN APPROXIMATE Q ' t �4f CON WAY ONLY AND HAVE NOT BEEN 5 ' z.50 ' BNK-s i 3'M1 INDEPENDENTLY VERIFIED BY THE OWNER OR NORTH ANDOVER,MA 73 I IT'S REPRESENTATIVE. THE CONTRACTOR „2.az \ �w1 I1,336 SHALL DETEREXISTING THE EXACT LOCATION IN ALL EXISTING UTILITIES BEFORE COMMENCING o ;tt.s` \ 6 WORK,AND AGREES TO BE FULLY 397 PROJECT NO. 2351-02 DATE: 0412�01$ 2 2 az \ I FBNlE�7 - ' 3a4 Sae _ RESPONSIBLE FOR ANY AND ALL DAMAGES SCALE. DWG.NAME: 2351-02 r WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE 2 ' \5 5.26 ' ` AND PRESERVE ANY AND ALL UNDERGROUND o z 7 Tp3TI� UTILITIES. DESIGNED BY: BES CHECKED BY: T1W ZK-g\ 4 PREPARED I v`�• 1,3.43 , P 3Y! THE CONTRACTOR SHALL CONTACT"DIGSAFE" 7} AND THE CITY OF SALEM DEPARTMENT OF ®TP#1 B � TOGLIC A Y EXCAVATION WORK TORKS AT LEAST 72 HREQUESOURS TIOTHE t LOCATION OF THE EXISTING UTILITIES. }z-aa , v ' Q 4 ' \ \ ~ \ \ t72 _ _ TM � DIGSAFE: \\ '��3 �p P KS 1-978-685-0950 OF 5<3R: it3. 1 800 344 7233 ALLEN r MAJOR } � TOWN OF NORTH ANDOVER DEPT. J A ..WOODS uBUC WORKS: 7 K-1D v�, o 2 , ASSOCIATES,I U `z civil&structural engineering♦and surveying Q 76 e o Q I \ \``nz23 / environmental consulting♦landscape architecture \ Sj O - '` w-w w.a l l e n m a j o r.c o m Cn M12 '� -1a. Q LL. .m,zs.ja `�` HOC, Y 100 COMMERCE WAY \ ASpH _ - TEL:(781)935-6889 ��- ' pl 9ta WOBURN MA 01801 � FAY:(781)933-2896 WOBURN,MA♦LA,E"EVILLE,4i.4♦MAN CHE$TER,NH DIG SAFE THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. . \\ �. /A-7- ., 1� Y BE '- i .3 PROVIDCUENTED COPES OF ESENTA71VE OR CONSULTANT DRAWINGS AND SPECIFICATIONS ON MAGNETIC sa 1�A-atEs MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC A /' U ` ----- ._. fir. .M1tz. ♦A-14 _ APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE i MAGNETIC INFORMATION MAYBE MODIFIED UNINTENTIONALLY OR 14 \ \ `.na.69 INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC u WOODS g7:53�` GRAPHIC SCALE PIES OF l;' PRINTED ►P�-fl SPECIE CATIONS ISSUED SHALL BE THE ONLY RECORD COPIES 15 - JcA-1>�1z.52 _ sa o o zo w eo ALLEN&MAJOR ASSOCIATES,INC.S WORK PRODUCT. -` �� _ ,3 - - DRAWING TITLE: SHEET No. BEFORE YOU DIG 'o CALL 811 4R �;. �1NK-1tj'7.95 _ � �\ Gt-•) a 1-888-DIG-SAFE L y"9'5° >D T EXISTING CONDITIONS PLAN V 101 z 1-888-344-7233 Cop}righ[Q2078-411en�itiajor A.crocia[es,7. 311 h[s Reserved i FIBER ROLL 7 SILT FENCE C_�1 1 AND TUBULAR 1 FIBER ROLL LINE.TYP. 1 TREE 9 1_ PROT ION C-501 SAW CUT LINE - �(TYP.) ) \\\ x„ KEY CUT Cr501 (.. \ i n \ 1'---------- ---- � u ��; \ \ EXISTING TREE -- r \\ \\TO REMAIN ti- ----'- 7 \ REMOVE EXISTING 1 \ \ PAVEMENT AND STABILIZED \\ \\ CONCRETE w _ 1 `' \\" \\ EXISTING CONSTRUOTION i�� {' � - , \ RETAINING WALL ENTRANCE,(TYP.). 1 \ \ �' TO REMAIN INLET 8 ,_, _ PROTECTION C-501 \\ \\\ f EXISTING) LEGEND J \ \ MONITORING' C_ WELLS TO=6E ? LIMIT OF DISTURBANCE EXISTING"\\\ \\\ COMMISSIONED DIS RB CE TELEPHONE AND \ ------ LIMIT OF'CLEAR AND GRUB' --WATER LINES TO\ \\ L"_'� - REMOVE EXISTING REMAIN \ \ BUILDING TO BE REMOVED \ \ PAVEMENT AND i \\\ \\\ CONCRETE; "I PAVEMENT TO BE REMOVED±_ I \ \ \ \ UTILITY CUT AN CAP E- Air \ \\ EXISTING FENCE \ TO BE REMOVED, TEMPORARY FENCE -x-x- REMOVE EXISTING \ \ EXISTING \ \ TYR SILT FENCE SF PAVEMENT AND \ \ CONCRETE BUILDING TO \ \ ''` REMAIN \\\\\\\\ L-"=1 TUBULAR BARRIERAPPR \ \ LOCATOIO ATE EROSION CONTROL FABRIC OF -,EXISTING W ER CATCH BASIN FILTER ' EXISTING \\ \\SERVICE, 0 j ORING \\ \\REM j STABILIZED ENTRANCEOF MITWELL TO_BE - \\ \\ I STOCKPILE/STAGING AREA i TIMOTHY DECOMMI E i \\\ \ \ ` EXISTING SEPTIC 3' - � � WILLIAMS .� \ \ SYSTEM TO BE ; CIVIL \\ \\\ REMOVED �No.43119 s S7E EXISTING TIC SYSTEM TO E \\ \ REMOVED e \\\ \ I PROFESSIONAL ENGINEER FOR \ \ ALLEN&MAJOR ASSOCIATES,INC. r \ \ EXISTING �N\2 1 y ` BUILDING TO r \ \\ NOTES: \ f REMAIN I \\ \ -2 h' i \ 1. 3 08-07 2018 REVISED PER REVIEW COMMENTS A \ I THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE 2 07-05.2018 REISSUED TO TOWN NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR 1 0621-2018 REVISED BUILDING PROGRAM �NK_ \, \, IT'S REPRESENTATIVE. THE CONTRACTOR SHALL f DETERMINE THE EXACT LOCATION OF ALL EXISTING REV DATE DESCRIPTION = ftft NK-4 . , \ UTILITIES BEFORE COMMENCING WORK,AND AGREES TO \ APPUCANT\OWNER: BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S OLIVER ENTERPRISES,INC. \ FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND m REMOVE EXISTING \ ALL UNDERGROUND UTILITIES. 5 HANCOCK STREET 4 PAVEMENT AND WOBURN MA 01801 a, 2, THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE NK-5-' -4 _ CONCRETE PROPERTY OF ALLEN&MAJOR ASSOCIATES,INC.ITS REMOVE (STING PROJECT: t PAVEMEN AND INTENDED USE IS TO PROVIDE INFORMATION.ANY 1 CONCRETE -- - ALTERATION,MISUSE,OR RECALCULATION OFINFORMA q^� C 1 \ i THOUT THE EXPRESSED, WRITTEN TCONSENT DOF ALATA ILEN&MAJOR ASSOCIATES, 1429 OSGOOD STREET 5 INC.IS STRICTLY PROHIBITED. NK-6 SILT FENCE NORTH ANDOVER,MA ` AND TUBULAR FIBER ROLL 3. THE CONTRACTOR SHALL CONTACT"DIGSAFE"AND THE �NK-7 BER TY L CITY OF SALEM DEPARTMENT OF PUBLIC WORKS AT _6 Y LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING UTILITIES. FIBER ROLL 7 = J MATERIALS .<<__ PROJECT NO. 2351-02 DATE: 04-12-2018 STOCKPILE AREA c-501 DIGSAFE: ` 1-800-344-7233 SCALE: 11-2V DWG.NAME: 2351-02 o s TOWN OF NORTH ANDOVER DEPT.OF PUBLIC WORKS: 0 7 1-978-685-0950 DESIGNED B BES CHECKED BY: TJW - Y t� II1K-6 ` s ``i"� - PRI:YAI2ED BY: \NK-9 Uj ft $ Ar I SILT FENCE U \ AND TUBULAR FIBER ROLL LINE,TYP. ALLEN& MAJOR i T �j C INC.\NK-10 ., / ASSOCIATES,I Ne civil&.structural engineering a land surveying 44 environmental consulting♦landscape architecture Z NK-11 -10 w w w,a l I e n m a j o r.c o m 100 COMMERCE WAY aft Moo WOBURN MA 01801 U IiBNK-12 TEL:(781)935-6889 FAY:(781)935-2896 W OBURN,HA♦LAKEFILLE,XIA♦MANCHESTER,NH Q SAFE _ THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. DIG SA r E '` CUENTJCUENT'S REPRESENTATIVE OR CONSULTANT MAY BE O �g -5 PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC NK-13 �- A-16' MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC C3 o - _.... ', -14' APPUCATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR p _14 ;. N OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL INDICATION OF THE":. `• GRAPHIC SCALE MEDIA PRINTED REPRESENTATIONS ONS OF THERAWINGS AUMENTS AUTHORSHIP ON THE ND < `-•�gN )A-17 SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF K 15 - ]9 za o �o zo ao so ALLEN&MAJOR ASSOCIATES,INC.$WORK PRODUCT. ,.,.> W BEFORE YOU DIG o CALL 811 OR K-17 'mac-1` B' DRAWING TITLE: SHEET No. a 1-888-DIG-SAFE SITE PREPARATION PLAN C-101 Z 1-888-344-7233 Copmg6t02078.-171en Abfajor:istes,lac. .ii/RI bts ReserYed MEET EXISTING 1 PROPOSED CURBING 1 RETAINING WALL VERTICAL 3 GRANITE CURB C- 1 t SEPTIC SYSTEM STOP 10 1 1 RAIN `� LIMITS EXISTING t GARDEN " RETAINING WALL SIGN C-� ----� KEY CUT 11 77 1----------- ------- - i 2 CONCRETE STORAGE BINS - �v STOP BAR,',TYP. 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ALL CURB RADII ARE THREE FEET UNLESS OTHERWISE STANDARD 9'x18' x l 4 INDICATED. OLIVER ENTERPRISES,INC. OFF-STREET PARKING SUMMARY PARKING SPACE,TYP:., 1 �� y� � 5 HANCOCK STREET l ti ti 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES WOBURN MA01801 NK-5 -4 f ti\ `\ ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE ' - ®` NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR USE: OFFICE-OTHER BUSINESS OR OFFICE + J � ` c _.;:; PROJECT: LOADING AR 3 SPACES PER KSF GFA ' 53.1 IT'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING 3 X(1,900 S.F./1,000)=6 SPACES , \ l UTILITIES BEFORE COMMENCING WORK,AND AGREES TO �^ Dcc EHOUSE1�-5 5 6'BLACK VINYL CHAIN BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ��O�vOOD STREET USE: 0.7R SPACES PER KSF GFA NK-6 EDGE OF C-501 LINK FENCE WITH GATE(TYP) WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S NORTH ANDOVER,MA 0.7 X(19,370 S.F./1,000)=14 SPACES PAVEMENT \, FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND > ALL UNDERGROUND UTILITIES. TO AL 0 - PARKING REQUIREMENT* =0 A I SPA ES \ -6 3. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE MINIMUM ADA REQUIRED: =1 ACCESSIBLE \BNK-7 J J PROPERTY OF ALLEN&MAJOR ASSOCIATES,INC.ITS PROJECT NO. 2351-02 DATE: 04-12-2018 (6)RESERVE LOADING AND INTENDED USE IS TO PROVIDE INFORMATION.ANY o ` PARKING SPACES STORAGE AREA ALTERATION,MISUSE,OR RECALCULATION OF SCALE: 1'-20' DWG.NAME: 2351-02 \ INFORMATION OR DATA WITHOUT THE EXPRESSED, Q R<7 3 WRITTEN CONSENT OF ALLEN&MAJOR ASSOCIATES, DESIGNED BY: BES CHECKED BY: T1W K-B 4 INC.IS STRICTLY PROHIBITED. PRARIU)By. �N EII\ 4. THE CONTRACTOR SHALL CONTACT"DIGSAFE"AND THE r 3 VERTICAL CITY OF SALEM DEPARTMENT OF PUBLIC WORKS AT GRANITE GURB LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO RBNK-9 - REQUEST THE LOCATION OF THE EXISTING UTILITIES. �s Kum DIGSAFE: N LAND USAGE TABLE-CORRIDOR DEVELOPMENT DISTRICT 3{CDD3} � 9 t�`=� � 1Tow°�oF4NORTH ANDOVER DEPT.of PUBLIC WORKS: ALLEN MAT OR o rAIN \ 1-978-685-0950 ASSOCIATES,INC. I -10 �� G ARDEN - n ITEM EXISTING PROPOSED REQUIRED/ALLOWED civil&structural engineering*land surveying ti MINIMUM LOT AREA 85,471t S.F. $5,471f S.F. 10$,900 S.F. R 70 environmental consulting♦landscape architecture Z (1.96t ACRES) (1.96t ACRES) (2.5 ACRES) NK-11 w w w.a 1 1 e n m a j o r,c o m U 100 COMMERCE WAY MAXIMUM BUILDING HEIGHT 15t FEET 25t FEET 45 FEET NK-12 MA`�►A41 f-� .�; ( 89 \ WOSURN A 01801 U �B\ -�, - � MINIMUM FRONTAGE 162.0t FEET 162.0t FEET 250 FEET' FAY:781)935-2896 �� Z \ 4T'OBliRN,MA♦LA IiEV[LL E,Mil♦lfAN CHESTS&,NHMINIMUM FRONT SETBACK 79.6t FEET 15.5t FEET 15 FEET _ 12 THIS DRAWJING HAS BEEN PREPARED IN ELECTRONIC FORMAT. DIG SAFE MINIMUM SIDE SETBACK Ot FEET Ot FEET 20 FEET K-93 3 ►A-16 CUENT/CUENPS REPRESENTATIVE OR CONSULTANT MAY BE ►A-14 PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC j \ MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC �3 MINIMUM REAR SETBACK Ot FEET Ot FEET 30 FEET APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE P!K-14 '` MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR U MAXIMUM FLOOR AREA RATIO 0.25t 0.28E 0.75 �� OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC MAY REMOVE ALL \ ,YEA-17 INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC -0,A--19 GRAPHIC; SCALE MEDIA PRINTED REPRESENTATIONS OF THE DRAWINGS AND N MINIMUM OPEN SPACE 7.0%t 15.1%f 30% 9K-15 zo a o zo so SPKIFKATIONSISSUED SHALL BE THE ONLY RECORD COPIES OF -y $ ALLEN&MAJOR ASSOCIATES,INC.S WORK PRODUCT. MAXIMUM LOT COVERAGE* 93.0%t 84.9%± 70% c-1fi tUu BEFORE YOU DIG �K-17 DRAWING TITLE. SHEET NO. o CALL 811 OR NOTES: It, 1,; a 1-888-DIG-SAFE *16.13.3.3)MAXIMUM LOT COVERAGE INCLUDES BUILDINGS,DRIVEWAYS AND PARKING AREAS. n= o f= LAYOUT&MATERIALS PLAN C-1 02 z 1-888-344-7233 c yy,,gntpzola Aem a nslarA.��;ar�s,kl. All Ri[.R�-ervrd RAIN GARDEN, I SEE LANDSCAPE ` I SHEET L-103. BW=112.10 i .= , BW=112.60 I v _ � BW=113.20 TW-1 18 00 - TW--1 t8_QQ SAW CUT LINE i -___,__-___ -,__i G'4s vz BW 112.05 Ty=i fl030 ' ~0 I + gW=TT2.50 - BW=112.9 _- 41* 1 , 114 50 _ I 1$ 1 14 00 {T 114.60 ANS CLEAN AND VACUUM �� .'�"�'`•=��\�.�..Z.��`' c �F�.i.�\�"��.� \ s EXISTING.CATCH BASIN. _114.3 RIP-RAP OVERFLOW WEIR -i �� ``-'.�'\\.\.a�\�\'�....�.-� ..tip��. •�� : F ` � 114.90 RAIN..GARDEN SE NDSC � �� ti --�. ti-� � \�� ti ,. APE �o� ��\"��ti �� ti \� � � � � 00 .. . .�.....ate. �.- . PEA STONE DIAPHRAGM r 114.80 �.\�.� \ :� �. ate_ R`.tea �� , 3 FT WIDE P TONE �._� _ .�`� � � _.._.. � � �� , OF DIAPHRAGM ALONG EDGE .`... �: .�\. .�..... '.= :.. .� o. ., J. .� TIMOTHY OF PAVEMENT. 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THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING PROJECT: .....,..... .,,.: i UTILITIES BEFORE COMMENCING WORK,AND AGREES TO TYPICAL GRASSED 1 - ' BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES SWALE C-501 i WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S 1429 OSGOOD STREET t FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND teNK-6 J ALL UNDERGROUND UTILITIES. NORTH ANDOVER,MA 3 FT WIDE PEA STONE \ 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE DIAPHRAGM ALONG EDGE \ PROPERTY OF ALLEN&MAJOR ASSOCIATES,INC.ITS OF PAVEMENT. R- _ INTENDED USE IS TO PROVIDE INFORMATION.ANY \INK-7 '`. - ALTERATION,MISUSE,OR RECALCULATION OF PROJECT NO. 2351-02 DATE: 0412 2018 \ 112. INFORMATIQN OR DATA WITHOUT THE EXPRESSED, O WRITTEN CONSENT OF ALLEN&MAJOR ASSOCIATES, SCALE 11•20' DWG.NAME: 2351-02 INC.IS STRICTLY PROHIBITED. GRASSCONVEYANCE SWALE ` SLOPE=0.7% 3 DESIGNED BY: BES CHECKED BY: T1W 1`B\Q NK 8 ' 3. THE CONTRACTOR SHALL CONTACT"DIGSAFE"AND THE CITY OF SALEM DEPARTMENT OF PUBLIC WORKS AT PREPARED BY: a O LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK T PEA STONE 8 \ s REQUEST THE LOCATION OF THE EXISTING UTILITIES. _ DIAPHRAGM C-502 \6 _ _'. Z D I�eNK-9 _IGSAFE: o 7233 1 TOWN OF NORTH ANDOVER DEPT.OF PUBLIC WORKS: ML 1-978-685-0950 113.45 ft ALLEN& MAJOR o I \XNK-10 �._ " ASSOCIATES, surveying civil structural v RAIN GARDEN;"SEE LANDSCAPE ►A- -} environmental consulting®landscape architecture � NK-11 SHEEP L-103. Z -' - -. _ r` www allenmajorcom 41 112.40 1 80 100 COMMERCE WAY \ - = X 1 12.40 �/ - WOBURN MA 01801 iK-12 RIP-RAP OVERFLOW WEIR sA-yy � _ TEL:(781)935-6889 - - EL.=111.20 ��. _ I` - FAX:(781)935-2896 5LO$iJBN,MA O LAKEVILLE,MA Q ntANcxesTEx,NH STILLING BASIN *A-12 lA_3 O 1l t� SAFE FE ,A-1�A-16 THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. DIG 13 - - CUENT/CUEM'S REPRESENTATIVE OR CONSULTANT MAY BE 1,A-14' PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC U APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE i MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR �' ..... - OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL O I „►,I)717 INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC 1A-19 GRAPHIC C�LE MEDIA-PRINTED REPRESENTATIONS OF THE DRAWINGS AND N ", �-�K-15 SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF r - zo 0 to zo na so ALLEN&MAJOR ASSOCIATES,INC'S WORK PRODUCT. BEFORE YOU DIG DRAWING TITLE: SHEET No. o' CALL 811 OR a 1-888-DIG-SAFE 1 ch 20 ;t GRADING&DRAINAGE PLAN C-103 z 1-888-344-7233 Cap}�tf'J�'018 A71m.i%,NajorAssccia(es,lac. 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OVER HEAD WIRE a \ c UTILILTY POLE a PROFESSIONAL ENGINEER FOR ALLEN&MAJOR ASSOCIATES INC. r ELECTRIC MANHOLE/SPLICE BOX SWITCHING ST WIT HING STATION O'L N", HAND HOLE OS HR n , ELECTRICAL CONDUIT —E --, ®E 3 08-07-2018 REVISED PER REVIEW COMMENTS LIGHTING CONDUIT 2 07-05-2018 REISSUED TO TOWN `l IRRIGATION SLEEVE \ < `:\ � +: � \ a\��c; ��-\ �: � 1 06-21-2018 REVISED BUILDING PROGRAM , YE1NK- .,�, i.,, \�ti;�\`�\\\\"\. ELECJTELEjCABLE CONDUIT BNK-4 TELE GABLE CONDUIT REV DATE DESCRIPTION APPLICANT\OWNER: y \ a F I � ''•, TELEjFIRE CONDUIT -. T OLIVER ENTERPRISES INC. r 5 HANCOCK STREET ►A-4 Pr� \ WOBURN,MA 01801 PROJECT: -, -I �v RA75 � ____ 1429 OSGOOD STREET �eNK-s �t' ` NORTH ANDOVER,MA ►A-6 Ns. ® - NOTES: PROJECT NO. 2351-02 DATE: 04-12-2018 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ONG.NAME: 2351-02 r ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE SCALE: 20'1'- RA-7 r ® ER OR DESIGNED BY: BES CHECKED BY: TJW NOT BEEN INDEPENDENTLY VERIFIED BY THE OWN _ NK-B ,, � - ® ®�, REPRESENTATIVE. THE CONTRACTOR SHALL T T LOCATION OF ALL XI PRER-kRED BY: }►� DETERMINE UTILITIES BEFORECOMMENCING WORK,AND AGREES TO ' 1 Q z "8 BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S eNK-9 FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND _\ \ ALL UNDERGROUND UTILITIES. F tNkk cirr 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE' Q_ 1Vj PROPERTY OF ALLEN&MAJOR ASSOCIATES,INC.ITS ALLEN(�, AJ O R o INTENDED USE IS TO PROVIDE INFORMATION.ANY INK-10 # �' ALTERATION,MISUSE,OR RECALCULATION OF \ ` INFORMATION OR DATA WITHOUT THE EXPRESSED, ASSOCIATES,INC.1 N ~RA-t0 '-'= I. 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DIG SAFE K-13 i► TOWN OF NORTH ANDOVER DEPT.OF PUBLIC WORKS: CUENTJCLIENTS REPRESENTATIVE OR CONSULTANT MAY BE �A-14 1-978-685-0950 PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNEIC j ,$ --- -- MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL.THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR N - IK-t 4 OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL ►A-17 INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC s - GRAPHIC SCALE MEDIA PRINTED REPRESENTATIONS OF THE DRAWINGS AND RA t9 SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF LK-75 ec& a ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. za is so BEFORE YOU DIG ` K-n DRAWING TITLE: SHEET No. 'o CALL$11 OR J a 1-888-DIG-SAFE �' o ch Itio rt UTILITIES PLAN C-104 Z 1-888-344-7233 Copvr/gbt('018 Allen.§MajorAssncia(eq Inc. .4ti Ri is Reseaved -------------- r -- 411 s LEGEND PROP.PROPERTY LINE SIGN '" :.: O ��*�..`.�` •��`� c�\V i�.:. ti�•'� �. \�^ �� `` c BOLLARD BUILDING BUILDING ARCHITECTURE \ \ BUILDING INTERIOR WALLS a CURB '� �\a � � RETAINING WALL PARKING STRIPING tifl1l1 y \ \. 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THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE \BNK-7 - PROPERTY OF ALLEN&MAJOR ASSOCIATES,INC.ITS PROJECT NO. 2351-02 DATE: 07-05-2018 INTENDED USE IS TO PROVIDE INFORMATION.ANY ALTERATION,MISUSE,OR RECALCULATION OF SCALE: 1'-20' DwG.NAME: 2351-02 1 _ 1 INFORMATION OR DATA WITHOUT THE EXPRESSED, o ? INC.IS STRICTLY PROHIBITED. DESIGNED BY: BES CHECKED BY, TJW \ WRITTEN CONSENT OF ALLEN&MAJOR ASSOCIATES, PR[:PARED BY: 4. THE CONTRACTOR SHALL CONTACT"DIGSAFE"AND THE j -6 CITY OF SALEM DEPARTMENT OF PUBLIC WORKS AT \NK-9 LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING UTILITIES. \ DIGSAFE: (�7� 1-TOWN OF ALLEN& A AJ V i� TOWN OF NORTH ANDOVER DEPT.OF PUBLIC WORKS: M 0 1 9 1-978-685-0950 45,33 \XNK-10 ASSOCIATES,INC. 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ITS C% 5 C 0 3 �BNK-s--. - �' �' 0: 0 8 C. a' - INTENDED USE IS TO PROVIDE INFORMATION. ANY 2 0':5 _8 4 C.5 ALTERATION, MISUSE, OR RECALCULATION OF PROJECT NO. 2351-02 DATE: 08-07-2018 INFORMATION OR DATA WITHOUT THE EXPRESSED, NA 0J WRITTEN CONSENT OF ALLEN & MAJOR ASSOCIATES, SCALE: 1'-20' DWG.PJAME: 235I-02 07 A INC.IS STRICTLY PROHIBITED. Z GJ 25 G7 0 �NK-7 ,. 1.6 5 2 DESIGNED BY: BES CHECKED BY: T1W � G. FOOT CANDLE VALUES SHOWN ON THE PLAN ARE G 3 PRODUCED UTILIZING DESIGN MASTER PHOTOMETRICS PREPARED BY! 9 0' 0 SOFTWARE AND ASSOCIATED IES FILES B THE g C E Y ti C 2 2 ? 2 MANUFACTURER FOR THE PROPOSED LIGHT FIXTURE. _ U 0 0" o NK-a ? t_ a e G G' 3. ALL PHOTOMETRIC DATA REFERS TO UNITS IN FOOT _ C 2.0 n.7 CANDLES FC THE LIMIT OF 1.0 FC ILLUMINATION IS 6 C 7 SHOWN IN A)RED SOLID LINE AND THE LIMIT OF THE o r o. 5.0 , 5.1 16 2 I , BLUE FOOT CANDLE {FC) ILLUMINATION IS SHOWN IN MAJOR QL FO ALLEN MAJOR NK-9 ` 0,L 4. QUANTITY SHOWN IN TABLE DENOTES NUMBER OF ASSOCIATES,INC N 0 C G 3.k `` C 0-" FIXTURE HEADS. REFER TO PLAN FOR POLES WITH U G DOUBLE FIXTURES. civil 8&structural engineering•land surveying 4w 0'� environmental consulting♦landscape architecture Z 0 1 4 v t w w w.a l l e n m a j o r.c o m -. l ,_ U 3 0.3 100 COMMERCE WAY WOBURN MA 01801 � C G.0 C TEL:(781)935-6889 i 1aC-1 '-- `'� � FAX:(781)935-2896 • "'v V - ,� 1 WOBURN,MA♦LAKEVILLE,MA♦MANCHESTER.NH LUMINAIRE SCHEDULE `t �+ SAFE U C _ �j- 0'1 THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. 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ALL AREAS OF LOAM AND SEED OR PROJECT NO. 2351-02 DATE: 0412-2018 LOAM&SOD TO HAVE 6"MINIMUM DEPTH OF TOPSOIL. TOPSOIL TO BE TESTED BY SCALE: 1"-2Y DWG.NAME: 2351-02 \` h CONTRACTOR,AND APPROVED BY A&M PRIOR TO PURCHASE AND OR PLACEMENT. GENERAL DESIGNED BY: RBJBES CHECKED BY: TJW PLANTING SCHEDULE-TREES,SHRUBS,GROUNDCOVERS&PERENNIALS ` LA CONTRACTOR,CONTRADEMOLICTOR ioT CONTRACTOR, AND LANDSCAPE CONTRACTOR TO COORDINATE PROPER E'NrI'-aNi:Di3r. o ►ALB DEPTH OF EXISTING MATERIAL REMOVAL ACROSS SITE SO THAT 18" MINIMUM AND 6" MINIMUM v DEPTHS OF PROPOSED TOPSOIL NOTED ABOVE NATIVE PLANT o ` - ARE MET AT NO ADDITIONAL COST TO OWNER.SEE Z _ TOPSOIL DETAIL. KEY QUANTITY BOTANICAL NAME COMMON NAME MIN,SIZE SPACING COMMENTS (SEE NOTE 1) ~` \' 5, SEE SHEET L-102 & L-103 FOR ADDITIONAL T r T Q_ l�(A T FLOWERING&ORNAMENTAL TREES ` LANDSCAPE INFORMATION. j� lv (X lvjI o AM 3 AMELANCHIER CANADENSIS SHADBLOW SERVICEBERRY 7'-8'HT. 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AS SHOWN POTTED YES ` MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC U � 1K-74 APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL.THAT THE JV 62 JUNIPERUS VIRGINIANA'GREY OWL' GREY OWL JUNIPER #3 POT AS SHOWN POTTED YES o MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR o \ ►A-17 OTHERWISE,ALIEN IN MAJOR ASSOCIATES,INC.MAY REMOVE ALL i PERENNIALS&GROUNDCQVERS �` i ►A-19 INDICATION OF THE DOICUMENTS AUTHORSHIP ON THE MAGNETIC \` iK-75 GRAP111C SCALE MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND AU 66 ARCTOSTAPHYLOS UVA-URSI BEARBERRY #2 POT AS SHOWN POTTED YES SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES Of i 8 20 0 0 20 40 sa ALIEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. CP 101 CAREX PENSYLVANICA PENNSYLVANICA SEDGE #2 POT AS SHOWN POTTED YES U c ` �►�K-77 DRAWING TITLE: SHEET N0. o PLANTING SCHEDULE NOTES: BEFORE YOU DIG 1.PLANTS LISTED IN CHART AS NATIVE ARE DOCUMENTED AS NATIVE TO MASSACHUSETTS IN"THE VASCULAR PLANTS OF MASSACHUSETTS A COUNTY CALL 811 0R >o LANDSCAPE PLAN L-101 CHECKLIST"FROM THE MA NATURAL HERITAGE&ENDANGERED SPECIES PROGRAM&MA DIVISION OF FISHERIES AND WILDLIFE. 1-$$$-DIG-SAFE K-1s Z 1-888-344-7233 Cop ghtQ.'.DISAf1en&,lfajorA.ssocierg1- All ersx��d 00 LOAM AND SEEDING NOTES: NOTES: 1. ALL SHRUBS SHALL HAVE THE SAME RELATIONSHIP TO FINISH GRADE CONTRACTOR SHALL SEED ALL DISTURBED AREAS NOT NOTED TO RECEIVE OTHER MATERIALS,AND AT AREAS AFTER PLANTING AS THEY HAD AT THE ORIGINAL NURSERY SETTING. SET SHOWN ON THE PLAN PER SPECIFICATIONS BELOW SHRUB 1"-2"ABOVE FINISH GRADE. NOTES: 2. BACKFILL WITH PLANTING MIX.PLANT MIX TO BE:50%NATIVE TOPSOIL, (2)MIN.2"X 2"X 8' ARBOR TIES BY DEEP ROOTS SCIENTIFIC NAME COMMON NAME PROPORTION PERCENT PERCENT 20%COMPOST(LEAVES&ORGANIC MATERIAL,NO ASH)20%PEAT MOSS, WOOD POSTS FOR OR APPROVED EQUAL 1. ALL TREES SHALL HAVE BY WEIGHT PURITY GERMINATION 10%SAND. TREES UNDER 3"C EMOVE STAKES AFTER ONE THE SAME RELATIONSHIP FESTUCA RUBRA CREEPING RED 37% 95% 90% 3. ADD MYCORRHIZA SOIL ADDITIVES AND SLOW RELEASE FERTILIZER WHEN GROWING SEASON TO FINISH GRADE AFTER "RUBRA" FESCUE PLANT HOLES ARE 50%FILLED AND WATER THOROUGHLY AT COMPLETION. PLANTING AS THEY HAD 4. SHRUB BEDS TO HAVE 24"MIN.OF CONTINUOUS PLANTING SOIL. 10'-0"FOR TREES>3"CAL. AT THE ORIGINAL PAO PRAENTENSIS BARON KENTUCKY 40% 85% 90% 8'0"FOR TREES 3"CAL AND 3"BARK MULCH NURSERY SETTING.ROOT UNDER FLARE SHALL BE 2" "BARON" BLUEGRASS 4"EARTH SAUCER WITH ABOVE FINISH GRADE. 6"MIN.TOPSOIL, BARK MULCH REMOVE SOIL FROM LOLIUM PERENNE PALMER PERENNIAL 15% 95% 90% NEW OR EXISTING TRUNK FLARE OF TREE 'PALMER" RYEGRASS TO DETERMINE ACTUAL UT&ROLL DOWN BURLAP PLANTING MIX 3'0"MIN. ROOTBALL AREA. FESTUCA RUBRA WILMA CHEWINGS 8% 95% 80% 3"BARK MULCH REMOVE SOIL FROM BACK FILL SEE ®TOP 1/3 OF ROOTBALL COMMUTATA WILMA STEMS TO DETERMINE IF SYNTHETIC,REMOVE NOTE 2&3. 2. BACKFILL WITH PLANTING 4"EARTH SAUCER WHERE ROOT AREA ENTIRELY. MIX.PLANT MIX TO BE: 1.SEED TO BE SPREAD AT MINIMUM RATE OF 5 LBS.PER 1000 SQ.FT. BEGINS 3 X DIA.OF UNDISTURBED SOIL ROOTBALL 50%NATIVE TOPSOIL, DOT 8NL ;:. -:e: ;.;: FINISHED GRADE WITH SLOPED 20%COMPOST(LEAVES& 2.SEEDING TO BE COMPLETED"IN SEASON"BETWEEN APRIL 1 TO DUNE 15 OR AUGUST 15 TO OCTOBER 1, ROOTBALL EXCEPT FOR RESEEDING OF BARE SPOTS. IF UNABLE TO SEED WITHIN THESE TIMEFRAMES,CONTRACTOR SIDES ORGANIC MATERIAL,NO TO INSTALL EROSION CONTROL MATS ON ALL SLOPES 3:1 AND OVER,HYDROSEED ALL EXPOSED AREAS, ROOT BALL '_' 6"MIN.TOPSOIL, ASH)20%PEAT MOSS, ADD SOIL STABILIZER"FLUX TERRA HP-FGM SOIL STABILIZER"AS MANUFACTURED BY"PROFILE"TO `.` y' NEW OR EXISTING 10%SAND. :a`.,: .ti" `v HYDROSEED(AT RATE OF 3,000 LBS PER ACRE),AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR CUT&ROLL DOW b4 :."<s _;,m. :: BURLAP tcD TOP Y3 PLANTING MIX � 3. ADD MYCORRHIZA SOIL TO COMPLETE ALL ABOVE"OUT OF SEASON"REQUIREMENTS AND THEN ALSO BE RESPONSIBLE FOR OF ROOT BALL.IF BACKFILL SEE ROOTBALL ADDITIVES AND SLOW RE-GRADING AND RE-SEEDING ALL DISTURBED,ERODED,OR BARE SPOTS WITHIN NEXT CLOSEST PLANTING SYNTHETIC,REMOVE NOTES#2&3 RELEASE FERTILIZER SEASON IN FALL OR SPRING AT NO ADDITIONAL DST TO OWNER. CONTRACTOR RESPONSIBLE FOR ALL REINFORCED RUBBER HOSE WHEN PLANT HOLES ARE MAINTENANCE UNTIL FINAL ACCEPTANCE OF LAWN AREAS INCLUDING:WATERING,ADDING FERTILIZERS AND ENTIRELY. 9" 3 X DIA.OF x¢ 50%FILLED AND WATER LIME AND MOWING AT NO ADDITIONAL COST TO OWNER. (MIN) ROOTBALL UNDISTURBED SOIL ulo *3" TREE PIT THOROUGHLY AT WITH SLOPED No COMPLETION. 3.COMMERCIAL FERTILIZER SHALL BE APPLIED AT THE RATE OF 25 POUNDS PER 1000 SQ.FT.OR AS 1 SIDES RECOMMENDED BY THE TESTING AGENCY. LIME TO BE SPREAD AT THE RATE OF 100 POUNDS PER 1000 3 POSTS FOR ALL TREES SQ.FT R AS RECOMMENDED BY THE TESTING AGENCY. COMMERCIAL FERTILIZER SHALL BE A COMPLETE SHRUB PLANTING DETAIL CALIPER&OVER 3 X DIA. FERTILIZER CONTAINING AT LEAST 50%OF THE NITROGEN OF WHICH IS DERIVED FROM NATURAL ORGANIZE 1 � SOURCES OF UREAFORM. IT SHALL CONTAIN THE FOLLOWING PERCENTAGES BY WEIGHT: NITROGEN(N) }, NOT TO SCALE ROOTBALL 10%,PHOSPHORUS(P)6%,POTASH(K)4%. LIME SHALL BE AN APPROVED AGRICULTURAL LIMESTONE 'N OF WITH SLOPED SIDES CONTAINING NOT LESS THAN 85%OF TOTAL CARBONATES. LIMESTONE SHALL BE GROUND TO SUCH TIMOTHY FINENESS THAT 50%WILL PASS A 100 MESH SIEVE AND 90%WILL PASS THROUGH A 20 MESH SIEVE. i. WILLIAMS 4.LAWN AREAS TO BE SEEDED BY SOWING EVENLY WITH AN APPROVED MECHANICAL SEEDER AT THE RATE OF CIVIL TEN POUNDS PER 1000 SQUARE FEET. No.43119 DECIDUOUS TREE PLANTING DETAIL 3 crsT¢R�° SEED.SEE NOT TO SCALE 5.CONTRACTOR RESPONSIBLE FOR WATERING,MOWING,AND RESEEDING OF LAWN BARE SPOTS UNTIL A IoOL� LANDSCAPE UNIFORM,HEALTHY STAND OF GRASS IS ESTABLISHED AND ACCEPTED. PLAN FOR TYPE �y REGISTERED LANDSCAPE ARCHITECT FOR 1 I YNl IIIIIIiI�IIdI.hlll I OFFSITE COMPACTED ALLEN&MAJOR ASSOCIATES,INC. SCREENED TOPSOIL SEE (NO STONES GENERAL NOTE LARGER #4 ON L-101 THAN 3f8") FOR DEPTHS LANDSCAPE NOTES LOAM AND SODDING NOTES 3 08-07-2018 REVISED PER REVIEW COMMENTS + COMPACTED 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF NORTH ANDOVER,MA. 2 07-05-2018 REISSUEDTOTOWN SUBGRADE SOILS. AREAS NOTED TO RECEIVE SOD SHOWN ON LANDSCAPE PLAN. 1 0621-2018 REVISED BUILDING PROGRAM ti ` 2. PLANTING PLAN IS DIAGRAMMATIC IN NATURE.FINAL PLACEMENT OF PLANTS TO BE APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD. SOD IS TO BE A BLEND OF FOUR TO FIVE CURRENT AND IMPROVED HYBRID REV DATE DESCRIPTION BLUEGRASS AND FESCUE MIXES APPROPRIATE FOR BOTH SEMI-SHADED AND AREAS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES,ANY PERMITTING AGENCIES,AND"DIG-SAFE" APPLICANT\OWNER: TEXTURE CLASS %OF TOTAL WEIGHT OF SUN. SAND 45%-65% (1-888-344-7233)AT LEAST 72 HOURS IN ADVANCE OF ANY WORK THAT WILL REQUIRE EXCAVATION.CONTRACTOR SHALL NOTIFY THE OWNERS SILT 15%-35% REPRESENTATIVE OF NAY CONFLICTS IN WRITING. HYBRIDS MAY INCLUDE:BLACKSTONE KENTUCKY BLUEGRASS,AWARD KENTUCKY OLIVER ENTERPRISES,INC. CLAY 5%-20% BLUEGRASS,CHALLENGER KENTUCKY BLUEGRASS,BLACKBURG II KENTUCKY 5 HANCOCK STREET 4. NO PLANT MATERIAL SHALL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA,ANY TREE S BLUEGRASS OR COMPARABLE AND EQUAL BLUEGRASS HYBRIDS. WOBURN,MA 01801 NOTED AS"SEAL OR SELECTED SPECIMEN"SHALL BE TAGGED AND SEALED BY THE LANDSCAPE ARCHITECT. 1.SOD SHALL BE HIGH QUALITY,NURSERY GROWN ON CULTIVATED MINERAL PROJECT' SIEVE %PASSING E 5. ALL TREES SHALL BE BALLED AND BURLAPPED(B&B)UNLESS OTHERWISE NOTED OR APPROVED BY THE OWNER'S REPRESENTATIVE AND AGRICULTURAL SOILS. SOD SHALL BE MOIST,AND MACHINE CUT AT A SIEV % LANDSCAPE ARCHITECT. UNIFORM SOIL THICKNESS OF ICKNESSAT LEAST%"ATL INCLUDE TIME OF CUTP GROWTHTING. �l n p� NO.4 85-100 SOD MEASSHALLN EFFF EEOR HOF DISEASES,SHALWEEDS,BARE OSPOTS,ORAIN3 CTS.THATCH 1429 OSGOOD STREET 6. CONTRACTOR SHALL VERIFY QUANTITIES SHOWN ON PLANT LIST.QUANTITIES SHOWN ON PLANS SHALL GOVERN OVER PLANT LIST. NO.40 60-85 No.100 38-60 7. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT 2.SODDING TO BE COMPLETED"IN SEASON"BETWEEN APRIL 1 TO JUNE 15 OR NORTH ANDOVER,MA NO.200 10-35 AUGUST 15 TO OCTOBER 1,EXCEPT FOR RE-SODDING OF BARE SPOTS. IF 20 um LESS THAN 5% 8. ALL PLANT MATERIALS INSTALLED SHALL MEET THE GUIDELINES ESTABLISHED BY THE STANDARDS FOR NURSERY STOCK PUBLISHED BY THE UNABLE TO SOD WITHIN THESE TIMEFRAMES,CONTRACTOR TO INSTALL EROSION AMERICAN ASSOCIATION OF NURSERYMEN. CONTROL MATS ON ALL SLOPES 3:1 AND OVER,HYDROSEED ALL EXPOSED NOTES: AREAS,ADD SOIL STABILIZER"FLUX TERRA HP-FGM SOIL STABILIZER"AS PROJECT NO. 2351-02 DATE: 04-12-2018 1. TOP OF LOAM(TOPSOIL)IS FINISH GRADE. 9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING DATE OF ACCEPTANCE. MANUFACTURED BY"PROFILE"TO HYDROSEED(AT RATE OF 3,000 LBS PER 2. ALL OFFSITETOPSOIL SHALL BE COMPOSED of A NATURAL,FERTILE, 10. ALL DISTURBED AREAS NOT OTHERWISE NOTED SHALL RECEIVE 6"OF SUITABLE LOAM&SEED LAWNS WITH 3:1 OR GREATER SLOPES SHALL BE ACRE),AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR TO COMPLETE SCALE: NTS DWG,NAME; 2351-02 FRIABLE SOIL TYPICAL OF CULTIVATED TOPSOILS OF THE LOCALITY. PROTECTED WITH AN EROSION CONTROL BLANKET. ALL ABOVE"OUT OF SEASON"REQUIREMENTS AND THEN ALSO BE OFFSITE SOIL SHALL BE SUITABLE FOR THE GERMINATION OF SEEDS RESPONSIBLE FOR RE-GRADING AND RE-SODDING ALL DISTURBED,ERODED, DESIGNED BY: RBjBES CHECKED BY: T1W 11.ANY FALL TRANSPLANTING HAZARD PLANTS SHALL BE DUG IN THE SPRING AND STORED FOR FALL PLANTING. OR BARE SPOTS WITHIN NEXT CLOSEST PLANTING SEASON IN FALL OR SPRING AND SUPPORT OF VEGETATIVE GROWTH,WITH ADDITIVES,IF REQUIRED, AT NO ADDITIONAL COST TO OWNER. CONTRACTOR RESPONSIBLE FOR ALL PRtrAREi)BY: o TO ACHIEVE PARTICLE DISTRIBUTION AND ORGANIC CONTENT BELOW. 12.TREES SHALL HAVE A MINIMUM CALIPER AS INDICATED ON THE PLANTING SCHEDULE TAKEN ONE FOOT ABOVE THE ROOT CROWN. MAINTENANCE UNTIL FINAL ACCEPTANCE OF LAWN AREAS INCLUDING:WATERING, AMM 4i TOPSOIL SHALL BE TAKEN FROM A WELL-DRAINED,ARABLE SITE, ADDING FERTILIZERS AND LIME AND MOWING AT NO ADDITIONAL COST TO FREE OF SUBSOIL,LARGE STONES,EARTH CLODS,STICKS,STUMPS, OWNER. Q 13.ALL PLANT BEDS AND TREE SAUCERS TO RECEIVE 3"OF PINE BARK MULCH.GROUND COVER AREAS SHALL RECEIVE 1"OF PINE BARK MULCH co CLAY LUMPS,ROOTS,OTHER OBJECTIONABLE,EXTRANEOUS MATTER OR co DEBRIS NOR CONTAIN TOXIC SUBSTANCES. 3.COMMERCIAL FERTILIZER SHALL BE APPLIED AT THE RATE OF 25 POUNDS PER Z 14.ALL DECIDUOUS TREES ADJACENT TO WALKWAYS AND ROADWAYS SHALL HAVE A BRANCHING PATTERN TO ALLOW FOR A MINIMUM OF 7'OF AAPI& CLEARANCE BETWEEN THE GROUND AND THE LOWEST BRANCH. 1000 SQ.FT.OR AS RECOMMENDED BY THE TESTING AGENCY. LIME TO BE 3. THE CONTRACTOR SHALL PROVIDE THE OWNER j LANDSCAPE SPREAD AT THE RATE OF 100 POUNDS PER 1000 SQ.FT OR AS ALLEN Y w T&M�$®T ARCHITECT WITH TOPSOIL TEST RESULTS(RECOMMEND UMASS 15.ALL TREE STAKES SHALL BE STAINED DARK BROWN. RECOMMENDED BY THE TESTING AGENCY. COMMERCIAL FERTILIZER SHALL BE L l� J �( N AMHERST SOIL TESTING LAB)FOR APPROVAL PRIOR TO OBTAINING AND A COMPLETE FERTILIZER CONTAINING AT LEAST 50%OF THE NITROGEN OF c (T �j'r INC.PLACING THE SOIL. IF ANY TOPSOIL IS PURCHASED OR PLACED 16.CONTRACTOR RESPONSIBLE FOR WATERING,AND RESEEDING OF BARE SPOTS UNTIL A UNIFORM STAND OF VEGETATION IS ESTABLISHED AND SWHICH HALL IS DERIVED THE ROMLO NATURAL EORGANIZE GESSOURCES OF UREAFORM(N) ASSOCIA 1 ES I r C PRIOR TO APPROVAL BY OWNER/LANDSCAPE ARCHITECT,IT IS AT ACCEPTED. NITROGEN9 N CONTRACTORS RISK,AND IT CAN BE REMOVED AT NO ADDITIONAL 10%,PHOSPHORUS(P)6%,POTASH(K)4%. LIME SHALL BE AN APPROVED civil&structural engineering®land surveying COST TO THE OWNER. IF THE OFFSITE PLANTING SOIL DOES NOT AGRICULTURAL LIMESTONE CONTAINING NOT LESS THAN 85%OF TOTAL environmental consulting*landscape architecture 17.ALL PARKING ISLANDS PLANTED WITH SHRUBS SHALL HAVE 18"OF TOP SOIL.FINISH GRADE SHALL BE EQUAL TO THE TOP OF CURB. z FALL WITHIN THE REQUIRED SIEVE ANALYSIS,TEXTURAL CLASS, CARBONATES. LIMESTONE SHALL BE GROUND TO SUCH FINENESS THAT 50% w w w.a 1 I e n m a j o r.c o m ORGANIC CONTENT,OR PH RANGE,IT SHALL BE ADJUSTED TO MEET 18.SOIL SAMPLES,TESTS,AND SHOP DRAWINGS SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT OR THE OWNER FOR APPROVAL PRIOR TO WILL PASS A 100 MESH SIEVE AND 90%WILL PASS THROUGH A 20 MESH 100 COMMERCE NVAY THE SPECIFICATIONS THROUGH THE ADDITION OF SAND,COMPOST, SIEVE. WOBURN MA 01801 CONSTRUCTION. � LIMESTONE,OR ALUMINUM SULFATE TO BRING IT WITHIN THE TEL:(781)935-6889Fax:t7s1)s35-2gss SPECIFIED LIMITS AT NO ADDITIONAL COST TO THE OWNER. 19.ALL PROPOSED LANDSCAPE AREAS(WITH THE EXCEPTION OF BIORETENT10N AREAS)INCLUDING MOWED LAWNS,TREES,SHRUB BEDS,AND 4.CONTRACTOR RESPONSIBLE FOR WATERING,MOWING,AND RE-SODDING ALL PERENNIALS SHALL BE PROVIDED WITH WATER EFFICIENT UNDERGROUND IRRIGATION. DESIGN AND INSTALLATION OF IRRIGATION SYSTEM TO BE SOD AREAS UNTIL A UNIFORM,HEALTHY STAND OF GRASS IS ESTABLISHED AND WOBURN,MA•LAKEVILLE,MA•MANCHESTER,NH 4. OFFSITE TOPSOIL SHALL HAVE A PH VALUE BETWEEN 5.5 AND 6.5. PERFORMED BY AN APPROVED IRRIGATION DESIGN BUILD CONTRACTOR OR BY AN APPROVED EQUAL,TO BE DETERMINED BY THE OWNERS ACCEPTED. Q TOPSOIL SHALL CONTAIN BETWEEN 4%AND 8%ORGANIC MATTER OFY BE THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. o REPRESENTATIVE AND LANDSCAPE ARCHITECT.IRRIGATION SYSTEM IS TO BE DESIGNED FOR EFFICIENT WATER USAGE INCLUDING:USE OF DRIP DIG SAFE TOTAL DRY WEIGHT AND SHALL CONFORM TO THE FOLLOWING IRRIGATION FOR SHRUBS AND PERENNIALS,IRRIGATION SYSTEM WITH HEAD-TO-HEAD COVERAGE,A CENTRAL SHUT-OFF VALVE, AND A RAIN PROVIDED FDRAWINGS RAT NGSANTIVE OR SPEOFITANTMAON GRADATION AND TEXTURE CLASS ABOVE. SENSOR TO SHUT OFF IRRIGATION DURING RAIN EVENTS. PRoviDEDCOwEsoFDRAwnNGSANDSPEaFtcAnoNSONMAGNEnC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC U APPUCATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE o TOPSOIL FOR LAWN,TREES,SHRUBS,&PERENNIALS 20.AN MINIMUM 18"WIDE BARRIER OF 1"GRAY OR TAN PEASTONE SHALL BE INSTALLED IN ALL PLANT BED WHICH ABUT THE BUILDINGS. NO MULCH OMAGNETIC THERWISE IS ION MAYBEMOTES D NMAYREONALLYLLR �a1 IS ALLOWED WITHIN 18"OF ALL BUILDINGS PER THE LATEST EXECUTIVE OFFICE OF PUBLIC SAFETY AND SECURITY DEPARTMENT OF FIRE SERVICES INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC NOT TO SCALE REGULATION(527 CMR 17.00). INSTALL 6"DEEP OF PEASTONE WITH MIRAFI WEED FABRIC BENEATH AND STEEL EDGING BETWEEN THE PEASTONE MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGSAND AND ADJACENT MULCH BED. SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF N ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. DRAWING TITLE: SHEET No. w BEFORE YOU DIG CALL 811 OR 4 1 888 DIG-S FE LANDSCAPE PLAN L-102 z 1-888-344-7233 C PY gb'0'0 18 11en�h3ajo A a iare,Inc. A(IIL'hts Reserved SEED ENTIRE BIORETENTION ti AREA WITH 2 SEED MIXES. SEE BIORETENTION NOTE 0 `, 2 MY � 2 MY SEE GRADING&DRAINAGE \\ 1 CL 1 CL PLAN FOR ELEVATIONS. „ ` naw 2 MY 1 MY' 3 CL -h-h- \. 5 CP SEE GRADING&DRAINAGE 4 CS PLAN FOR ELEVATIONS. } B \ o � 3 VC sk SEED ENTIRE 4 CS BIORETENTION AREA(BOTTOM& 1 SLOPES)WITH 2 SEED MIXES.SEE ` ` SEED ENTIRE BIORETENTION AREAw1ft so BIORETENTION (BOTTOM&SLOPES)WITH 2 SEED \ NOTE#2• MIXES.SEE BIORETENTION NOTE#2. ,'►A-1i' ti v SEE GRADING&DRAINAGE PLAN } �y 1 FOR ELEVATIONS&STONE. i£i} { ' VIA-12RA 13 ' R = \, SEED AROUND STONED STILLING BASIN& 4 Y oy NK-13 BIORETENTION AREA WITH 2 SEED MIXES 1.NEWN l \R 1QI IUICLII+i ( ►A- _- %1-1 ENGLAND CONSERVATION/WILDLIFE MIX&2.NEW TIMOTHY ENGLAND EROSION CONTROL]RESTORATION MIX FOR wiLUAMS {: � DRY SITES}. MIX 2 SEED MIXES TOGETHER AT A 't civil p 1 CS �� RATIO OF 50/50&AND SPREAD AT A RATIO OF 1 PNo.43i 19Q LB PER 600 SQ.FT.SEE SEED MIX SPECS.ON ` -15 PLAN L-103.IRE s r !` L K 1 2 C REGISTERED LANDSCAPE ARCHITECT FOR 2 BN ` �� ` ` ALLEN&MAJOR ASSOCIATES,INC 2 CS i Y L K-18 i _ 2 CIL \ 3 MY _ BIORETENTION AREA ¢#4 DETAIL PLAN SEE GRADING&DRAINAGE SALE: 1" = 20' 3 08-07-2018 REVISED PER REVIEW COMMENTS PLAN FOR ELEVATIONS. 2 07-05 2018 REISSUED TO TOWN 3 ° 1 06-21-2018 REVISED BUILDING PROGRAM SEED ENTIRE BIORETENTION NK-3-a- 2 VC AREA(BOTTOM&SLOPES)WITH \ REV DATE DESCRIPTION 2 SEED MIXES.SEE APPLICANT\OWNER: BIORETENTION NOTE#2. 0-k 2 1 5 AM OLIVER ENTERPRISES,INC. 1 5 HANCOCK STREET WOBURN,MA 01801 BIORETENTION AREAS ##1, 2, & 3 DETAIL PLAN PROJECT: SCALE: 1 = 20' KEY QUANTITY BOTANICAL NAME COMMON NAME MIN.SIZE SPACING COMMENTS NATIVE PLANT MA STORMWATER REG. (SEE NOTE 1) PLANT FOR BIORETENTION 1429 OSGOOD STREET SHRUBS&TREES NORTH ANDOVER,MA NEW ENGLAND WETLAND PLANTS INC. SEED MIXES: AC 6 AMELANCHIER CANADENSIS SHADBLOW SERVICEBERRY 5'-6'HT. AS SHOWN POTTED YES YES (SEE A&M BIORETENTION PLANS FOR LOCATION&NOTES FOR APPLICATION RATE OF SEED MIXES) BN 2 BETULA NIGRA RIVER BIRCH 10'-11'HT. AS SHOWN POTTED YES YES PROJECT NO. 2351-02 DATE: 04-12-2018 CS 11 CORNUS SERICEA REDOSIER DOGWOOD 2'-3'HT. AS SHOWN POTTED YES YES SEE SPECIFICATIONS AT WWW.NEWP.COM OR SCALE: NTS DWG.NAME: 2351-02 Ph:(413)548-8000(Fx:(413)549-4000 I info0newp.com CL 9 CLETHRA ALNIFOLIA SWEET PEPPERBUSH #5 POT AS SHOWN POTTED YES YES New England Wetland Plants,Inc. DESIGNED BY. RB/BES CHECKED BY: TJW 820 West Street MY 8 MYRICA PENSYLVANICA NORTHERN BAYBERRY #5 POT AS SHOWN POTTED YES YES Amherst,MA 01002 VC 8 VACCINIUM CORYMBOSUM HIGHBUSH BLUEBERRY #5 POT AS SHOWN POTTED. SELECT 2 rxF:raae 0 BY: DIFF.VARITIES FOR YES YES a NEW ENGLAND CONSERVATION/WILDLIFE MIX: NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR DRY IMPROVED HARDINESS. cQ SITES Q 1. VIRGINIA WILD RYE ELYMUS VIRGINICUS (BY NEW ENGLAND WETLAND PLANTS INC.): BIORETENTION PLANT SCHEDULE NOTES: Z 2. LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 3. BIG BLUESTEM ANDROPOGON GERARDII 1. UPLAND BENTGRASS AGROSTIS PERENNANS 1.PLANTS LISTED IN CHART AS NATIVE ARE DOCUMENTED AS NATIVE TO MASSACHUSETTS"THE VASCULAR PLANTS OF MASSACHUSETTS A COUNTY CHECKLIST"FROM THE MA NATURAL HERITAGE �� 4. CREEPING RED FESCUE FESTUCA RUBRA 2. CANADA WILD RYE ELYMUS CANADENSIS &ENDANGERED SPECIES PROGRAM&MA DIVISION OF FISHERIES AND WILDLIFE. 5. SWITCH GRASS PANICUM VIRGATUM 3. CREEPING RED FESCUE FESTUCA RUBRA MAJOR 0 6. PARTRIDGE PEA CHAMAECRISTA FASCICULATA 4• ANNUAL RYEGRASS(NATURALIZED) LOLIUM MULTIFLORUM ASSOCIATES, A rr�C INC.7. DEER TONGUE PANICUM CLANDESTINUM 5. PERRENIAL RYEGRASS(NATURALIZED) LOLIUM PERENNE A ®CIA 1 J'I 8. INDIAN GRASS SORGHASTRUM NUTANS 6. LITTLE BLUESTEM SCHIZACHYRIUM civil&structural engineering a land surveying N 9. OX EYE SUNFLOWER HELIOPSIS HELIANTHOIDES SCOPARIUM environmental consulting*landscape architecture ti 10. COMMON MILKWEED ASCLEPIAS SYRIACA BIORETENTION AREA NOTES: 2 11. SPOTTED JOE PYE WEED EUPATORIUM MAGULATUM 7. INDIAN GRASSS SORGHASTRUM NUTANS w w w.a l l e n m a j o r.c o m w 8. SWITCH GRASS PANICUM VIRGATUM loa COMMERCE WAY 12. GRASS LEAVED GOLDENROD EUTHAMIA GRAMINIFOLIA 1. EXCAVATION,FILLING AND PLANTING OF BIORETENTION AREA SHALL OCCUR IN THE DRY. WATER LEVELS MAY BE LOWERED IN THE BIORETENTION AREA BY RELYING ON DRY SEASON AND OR DRY WOBURN ivf01801 � 13. BLUE VERVAIN VERBENA HASTATA SPELLS;OR MAY BE ACCOMPLISHED THROUGH THE USE OF DEWATERING METHODS.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ANY DEWATERING METHODS FOR REVIEW AND APPROVAL TEL:(781)s35-6-sae9 14. NEW ENGLAND ASTER ASTER NOVAE-ANGLIAE PRIOR TO CONSTRUCTION. WATER FROM ANY DEWATERING OPERATION SHALL BE TREATED TO REDUCE TOTAL SUSPENDED SOLIDS AND BE IN COMPLIANCE WITH STATE AND FEDERAL STANDARDS. FAX:(781)935-2896 15. EARLY GOLDENROD SOLIDAGO JUNCEA 2 2. BIORETENTION PLANTING PLANTING PLAN IS DIAGRAMMATIC IN NATURE.FINAL PLACEMENT OF PLANTS TO BE APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD. THERE WILL BE WOBURN,MA m LAKEVILLE,MA o MANCHESTER,NH ADJUSTMENTS BASED ON ACTUAL FIELD CONDITIONS. THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. (BY NEW ENGLAND WETLAND PLANTS INC)DIG SAFE 3. SPREAD THE FOLLOWING 2 SEED MIXES AT BIORETENTION AREA AS SHOWN ON THE PLAN. PROVIDED FDRA DRAWINGS NDSPECONSULTANT TIONSMAY BE EROSION CONTROLfRESTORATION MIX FOR DETENTION BASINS AND �owDEDcowEsoFDRA1nnNG5ANDSPECIFIcaTIONSONMAGNETIC j MOIST SITES MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC o A. NEW ENGLAND EROSION CONTROL j RESTORATION MIX FOR APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE A. ELYMUS VIRGINICUS VIRGINIA WILD RYE B. FESTUCA RUBRA CREEPING RED FESCUE DETENTION BASINS FOR MOIST SITES SEE SEED MIX SPECIFICATION MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR C. SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM BELOW) OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL I INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC D. ANDROPOGON GERARDII BIG BLUESTEM MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND E. PANICUM VIRGATUM SWITCH GRASS B. NEW ENGLAND CONSERVATION/WILDLIFE MIX(SEE SEED MIX SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF N ,=' F. VERBENA HASTATA BLUE VERVAIN SPECIFICATION BELOW) ALIEN&MAJOR ASSOCIATES,INC'S WORK PRODUcr. G. AGROSTIS SCABRA ROUGH BENTGRASS H. ASTER NOVAE-ANGLIAE NEW ENGLAND ASTER MIX BOTH THE 2 SEED MIXES TOGETHER AT A RATIO OF 80%(EROSION CONTROL MIX)/20%(CONSERVATION MIX)AND SPREAD AT A RATIO OF 1 LB PER 600 SQ.FT. SEED MIXES AVAILABLE DRAWING TITLE: SHEET No. W BEFORE YOU DIG I. EUPATORIUM MACULATUM SPOTTED JOE PYE WEED FROM NEW ENGLAND WETLAND PLANTS,820 WEST ST.,AMHERST,MA,413-548-8000. LIGHTLY RAKE SOIL TO ENSURE GOOD SEED-TO-SOIL CONTACT. AFTER SEEDING,BIORETENTION AREA TO C) CALL 811 OR J. EUPATORIUM PERFOLIATUM BONESET BE LIGHTLY MULCHED WITH WEED FREE STRAW(USE NO HAY)SO THAT SEED IS KEPT MOIST. LANDSCAPE PLAN L-103 a 1-888-DIG-SAFE K. JUNCUS EFFUSUS SOFT RUSH z 1-888-344-7233 L. SCIRPUS CYPERINUS WOOL GRASS 4.SEE ADDITIONAL LANDSCAPE INFORMATION ON SHEETS L-101&L-102. Copyn"gLtp20t82t&,tiajwAseociates b, All Ri b Ruersed COMPRESSIBLE FILLER(3/4-MAX.) TREE DRIPLINE CUT BACK AND PROVIDE SEALANT, TYPICAL AT ALL JOINTS WITH FILLER METAL STAKE 4"THICK 3,000 PSI CONCRETE 0 28 DAY STRENGTH/ NOTE: 1.5'BITUMINOUS (AIR ENTRAINED) WIDTH VARIES(SEE PLAN) 1/4"TOOLED JOINT TACK COAT PROVIDE EMULSIFIED ASPHALT WHICH CONFORMS TO THE CONCRETE TOP COURSE REQUIREMENTS OF THE STATE SPECIFICATIONS,DILUTED WITH ONE PART CONSTRUCTION FENCE EQUAL EQUAL WATER TO ONE ONE PART ASPHALT FOLLOWING AASHTO M140/ASTM D997, 12'-0"MIN. OR AASHTO M208/ASTM D2397,SS-1H,CSS-1,OR CSS-1H. 1.5"BITUMINOUS CONCRETE SLOPE SIDEWALK 0 1/4"PER FOOT MAX.(TYP.) BINDER COURSE EDGE OF TREE TRUNK 5'-0" MAX. SAW CUT EDGES CLEAN JOINT OF ALL DEBRIS AND PROVIDE TACK COAT NOTE: j 6"DENSE GRADED 1-CONSTRUCTION FENCE TO BE"VISUAL BARRIER FENCE"AS MANUFACTURED CRUSHED BY EXXON CHEMICAL COMPANY ATLANTA,GA;"KONTROL SAFETY FENCE"AS PROPOSED TOP COURSE STONE SUBBASE MANUFACTURED BY MIRAFI,CHARLOTTE,N.C.OR APPROVED EQUAL. XISTING SUB GRADE 2.IF GROUPS OF TREES ARE TO BE PROTECTED,EXTEND FENCE AROUND EXIST11VO"BASE COURSE, 8.0"GRAVEL BORROW PERIMETER TO CONFORM TO MINIMUM DIMENSIONS FOR TREE SUB BASE TRUNKS AND DRIPLINE. 6'D.C.(TY-P.) METAL POSTS EX 6-X 6-X#10 cp 'q� PROPOSED GRAVEL W.W.F. CONSTRUCTION EXISTING SUB GRADE NOTES: ze TEMPORARY 1.SIDEWALK TO HAVE TOOLED JOINTS IN A 5'x 5' SEE STANDARD FENCE (TYP.)GRID WITH EXPANSION JOINTS 15'ON CENTER AND PAVEMENT PRE MOLDED FILLER. DETAIL 2.TOOLED JOINT 6"FROM FACE OF CURB 3.SEE PLAN FOR ELEVATIONS AT CURB CONCRETE SIDEWALK KEY CUT TYPICAL PAVEMENT SECTION TREE PROTECTION NOT TO SCALE 12 11 10 9 NOT TO SCALE NOT TO SCALE NOT TO SCALE GRATE FILTER FABRIC FOR r"o F-9 GAUGE BLACK OF EROSION CONTROL <'> (STAKE FILTER VINYL FABRIC 2" TIMOTHY <T> <j> FABRIC EVERY 6 MESH J. FT) SEE PAVEMENT WILLIAMS TOP COURSE��///Oj q> <T> SECTION,LANDSCAPING 6' CIVIL No.43119 COURSE BOR ROW DETAIL AS APPROPRIATE 6"POSTS AVEL BASE, STAKE(TYP) I I 1"REBAR FOR LIFTING AND REMOVAL OR TRENCH PATCH BINDER COURSE x x STAKED FILTER ORDINARY FILL F FOR MATERIAL COMPACTED IN 6" DUMP STRAP(2) EROSION*NTROL LIFTS TO ACHIEVE MIN. PROFESSIONAL ENGINEER FOR 12"COMPOST OR 90%MAX.DRY DENSITY 5'MIN. ALLEN&MAJOR ASSOCIATES,INC. BARK MULCH SOCK �'- o`sFOR EROSION � 4 CONTROL 8"SEWER PIPE SILTSACK 6'-0' SILTSACK 3"-5 t L 3 0"7-2018 REVISED PER REVIEW COMMENTS PAVEMENT 2 _07-05-2018 REISSUED TO TOWN NOTE: 6"X V TRENCH LAY FILTER FABRIC IN 1 106-21-20181 REVISED BUILDING PROGRAM TRENCH END UP SLOPE AND BACK FILL 1. INSTALL SILTSACK PER GRAVEL MECHANICALLY CONCRETE POST SETTING I MANUFACTURER'S INSTRUCTIONS AND SECTION X-X COMPACTED 114 6"LIFTS. .REV DATE I DESCRIPTION RECOMMENDATIONS. EMPTY OR REMOVE C IF BELOW GROUNDWATER DIA. 3'DEPTH MIN.(TYP) APPLICANT\OWNER: S L USE CRU SHED UHED SEDIMENT FROM SILTSACK WHEN LE I RESTRAINT CORD IS NO LONGER STONE COMPACTED IN 6" OLIVER ENTERPRISES,INC. VISIBLE. CLEAN,RINSE,AND REPLACE LIFTS AND ENVELOPED IN 6' AS NEEDED. FIBER SOCKS FOR-J MIRAFI 140N FILTER FABRIC. 5 HANCOCK STREET 2. SILT SACKS TO BE INSTALLED EROSION CONTROL WOBURN,MA 01801 DURING CONSTRUCTION OPERATIONS (STAKE EVERY 3'-4') 1 DIA.-4-1 WHEN THE POTENTIAL FOR SEDIMENT TO PROJECT: ENTER EXISTING&PROPOSED BASINS EXISTS. 1429 OSGOOD STREET INLET PROTECTION FIBER ROLL SEWER PIPE TRENCH V BLACK VINYL CHAIN LINK FENCE WITH GATE NORTH ANDOVER,MA NOT TO SCALE 8 NOT TO SCALE 7 NOT TO SCALE NOT TO SCALE 5 PROJECT NO. 2351-02 DATE: 04-12-2018 o SCALE: AS NOTED DWG.NAME: 2351-02 o H/C SIGN o 7' DESIGNED BY, BES CHECKED BY: TjW (MIN) GRANITE CURB TYPE VA-4 PROPOSED FINISH IMPERVIOUS FILL PREPARED BY: 4' CAP UNIT ADHERES 12"DEEP o 6"DIA STEEL PIPE, MASSACHUSETTS GRADE(REFER TO TOP UNIT TO SITE PLANS) 6'LONG(18.97 LB/FT, HIGHWAY DEPARTMENT CONCRETE ADHESIVE Lo o 6.625"O.D.)FILLED its o WITH 3000 PSI 3"BARK MULCH o T CONCRETE PAINTED o OR GRASS HOLD MODULAR BLOCK UNITS L2'4' o 90*CUT OPTION 3' W/PRIMER AND YELLOW 4"COMPACTED TOP SOIL (M o PAINT. 1"BELOW TOP (MIN} o *IN LEDGE DRILL SEE TYPICAL OF CURB 5"COMPACTED GRAVEL ALLLN&MATOR PAVEMENT VAR SECTION DETAIL MIN OF 2 SEC 6"LOAM 0 �stt TYPICAL WALL HEIGHT VARIES TOP OF BERM ASSOCIATES,INC. 21&GROUT TO A VARIES ii- T Z GRASSED AREAS 1125" PAVEMENT DRAINAGE AGGREGATE 12"LOAM 0 SEE GRADING PLAN T 2 civil&structural engineering land surveying . e architecture SECTION 12'THICK MIN PLANTING BEDS VARIES environmental consulting*landscap 'r w a I c n m a j or c o m 3'-6" 100 COMMERCE WAY 1 1.25" (MIN) 500 PSI(MIN)CONCRETE FULL 9. WOBURN MA 01801 5 STANDARDSM 10 4 00 LENGTH EACH SIDE TEL:(781)93-889 FAX:78 935-2896 300 PSI NOT TO SCALE 0 4"DIA.DRAIN PIPE CONCRETE FOOTIN GRAVEL BASE 6' 6' 6" 3/4"CRUSHED OUTLET 0 END OF WALL WOBURN,MA 0 LAKEVILLE,MA*MANCHESTER,NH LENGTH AS REQUIRED .5' STONE OR 0 40'CENTERS MAX. TYPE A WEIGHT PER LF 2.50 LBS(MIN) THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. IMPERVIOUS FILL(TYP) —1-(MIN.)— GEOTEXTILE CUENT/CUENr'S REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC J"DIAMETER,1'C-C FULL COMPACTED SUBGRADE NCSIGNPOST& UNDISTURBED SOIL MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC LENGTH NOT To SCALE MATERIAL EXISTING SUBGRAD�)� GRANULAR LEVELING PAD APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE 13 STEEL SHALL CONFORM TO ASTM A-499 OR ASTM A-576 NOTE: 6"THICK MIN. MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR FINISH:SHALL BE PAINTED WITH 2 1. STEEL PIPE BOLLARD&CONCRETE OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL CO OF AN APPROVED MEDIUM FOOTING TO BE USED ON POST INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND GREEN,BAKED ON OR AIR DRIED, MOUNTED SIGNS IN PAVED AREAS. SEE SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF PAINT OF WEATHER RESISTANT DETAIL#10 HEREON. ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. QUALITY. SIGN POST DETAIL VERTICAL GRANITE CURB MODULAR BLOCK RETAINING WALL TYPICAL GRASSED SWALE DRAWING TITLE: SHEET No. 4 NOT TO SCALE NOT SCALE NOT TO SCALE NOT TO SCALE DETAILS C-501 lie- 2'-6" 2`-6" �� BUMPER CURBING 4"CLEAN WASHED BEYOND PEASTONE GRAVEL STANDARD TO GRASSED DRAINAGE SWALE. _ IMPERVIOUS 1 PAVEMENT SEE LANDSCAPE PLANS FOR NOTES 9'-6" FLOW FLOW REFER TO SIGN LEGEND 2"x2"x8'-O"SQUARE STEEL SIGN POST 7'-0" 'T 20"UNIFORMLY /CVMIN FINISHED GRADE GRADED,CLEAN 5.0'M (SEE PLAN) WASHED COARSE AX nco era cn ors u nwc FINISHED AGGREGATE SURFACE TOP OF CURB � _ °� s �I,•�s- UNCOMPACTED BOTTOM LINE SIDAND TRENCH ROADWAY �l SUBGRADE �� a o WITH ILL38" OVEN GEOTEX11LENON-W FABRIC 2'-6" SIDE VIEW FRONT MEW 6" NOTE:CONCRETE SHALL BE 3,000 P.S.I.IN 28 DAYS 12" DIA. STOP SIGN LARGE CONCRETE BLOCK STORAGE BIN PEA STONE DIAPHRAGM 8 NOT TO SCALE 10 NOT TO SCALE 9 NOT TO SCALE 1 77 e TIMOTHY J. WILLIAMS CIVIL No.43119 c/STEREO FINISHED GRADE, DOUBLE WASHED STONE/-ELEVATION VARIES TO (2"MIN.) PROFESSIONAL ENGINEER FOR z ° FINISH GRADE ALLEN&MAJOR ASSOCIATES,INC. g ELEVATION VARIES 96"O.C. € y DIA°U 9"MIN COVER N m 0.c y 3f1 l P IC PIPE met s-a` 36"MAX.COVER START ELEV.=117.25 <' i _ y ; TOP ELEVATION=117.25 TOP ELEVATION=117.00 I 1 m2"� I _ -'i"' ,. ,tit DOUBLE WASHED STONE 70 ' START ELEV.=116.75 =a.�€w trr,NAL 12-Ala 4 a A RA o. 3 08-07-2018 REVISED PER REVIEW COMMENTS END ELEV.=116.50 SECTION VIEW 2 07-05-2018 REISSUED TO TOWN DOUBLE' u Y INVERT=116.75 INVERT=116.50 MAINTAIN 24" WASHED,'. ue WASHED To 1 0621-2018 REVISED BUILDING PROGRAM MINIMUM DEPTH EM ram.gspg vlwa� s 6 OUTLET, T.NDARD zz E TO 1 BELOW INVERT STONE 1' RESERVE AREA r _; _ _ REV DATE DESCRIPTION DOUBLE NE _ 7 1 Yam.$' 15i'-_�=5.., ht Y _. OF DISTRIBUTION TO 1_._ BOTTOM 50.D' \) BOTTOM APPLICANT\OWNER: LINES gOT.ELEV.=114.50 ELEVATION=114.50 ELEVATION=114.50 OLIVER ENTERPRISES,INC. 2IC PIC PIC 5 HANCOCK STREET {TYPICAL} {TYPICAL) {TYPICAL) WOBURN,MAO1H01 PROJECT: 1429 OSGOOD STREET LEACHING NOT TRENCH CROSS SECTION , DISTRIB NOTTUTION BOX SCALE6 MICAL NOT SECTION 5 NORTH ANDOVER,MA TO SCALE TO SCALE PROJECT NO. 2351-02 DATE: 04-12-2018 1/4"x 1 1/2"LG CURBING SCALE: AS NOTED ONG.NAME: 2351-02 ®� EXPANSION ANCHOR SEE GARAGE PLAN DESIGNED BY: BES CHECKED BY: TJW s ADA PARKING SIGN PROPOSED PVC SEWER I'RN:Pe1127sD 13Y" f 0 0 0 0+®$ 6 LEVEL LANDING S=1.00%(MIN) MIN 10'-0"(MIN) AJWk1:: 12MAX 4"WIDE WHITE PROPOSED GRADE If r:12 M SLOPE SLOPE AX PAINTED LINES(TYP.) Q a o Y y VAN ALLEN&MAJOR I NOTES: I g i g -�-9-� > CLEANOUT T o _ 1. STANDARD ADA SPACES SHALL BE 9'(MIN.)CENTER OF STRIPE TO CENTER OF o0 SEE DETAIL NOTES: g £ STRIPE. ASSOCIATES INC. 1. ALL DOMES TO MATCH t Ft£ tl;' 2. ADA VAN SPACES SHALL BE 9'(MIN.)CENTER OF STRIPE TO CENTER OF 2 y ADA REQUIREMENTS. .:;8; #s STRIPE. civil&structural engineering♦land surveying V 3. ACCESSIBLE PARKING SPACES AND THEIR STALLS SHALL HAVE 2%MAX. o environmental consulting®landscape architecture 2 a=?.`�fc 1/4"DIA CTSK HOLES 2• CONTRASTING COLOR SLOPE IN ALL DIRECTIONS. w w w.a l l e n m a j o r.c o m (TYP 12 LOCATIONS) RAMPS TO00 COMMERCE WAY RBOFSET BY FSITE 6'TRANSITION 1WOBURN MA 0 801 2.3 CURBING SET FLUSH ADA PARKING STALL oo,00�,o.aa, a��000 LOCAL ADA WITH GUTTER TEL:(781)935-6889 TRUNCATED DONE TACTILE SYSTEM FAX:(781)935-2896 REGULATIONS. DETECTABLE WARNING STRIP 1 0 CURBING/WALL 2 71oJ 24"MINIMUM WIDTH SEE GARAGE PLAN 3 PER ADA REQUIREMENTS wosuaN,Ma•LxxEvtLLE,Ma•�taxexESTEa, a .090 DEG POINTS 1.20 2.35 .045 HIGH THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. p CUENT/CUENTS REPRESENTATIVE OR CONSULTANT MAY BE J 79- io PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC 480 500 4"WIDE WHITE MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC U �\-II -�I 0 APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE N �"_ I I PAINTED LINES(TYP.) PVC ADAPTER PIPE PER MASS. MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR WITH FLEXIBLE JOINT BUILDING CODE OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL QI 1975 INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC 3 30- MEDIA.PRINTED NTATIONS OF THE DRAWINGS AND .0625 I g' SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF N .0625 ALIEN&MAJOR ASSOCIATES,RdC.S WORK PRODUCT. STANDARD STALL W TRUNCATED DOME TACTILE SYSTEM DETAIL ADA RAMP AND TRANSITION CURB PARKING STALL BUILDING SEWER SERVICE DRAWING TITLE: SHEET No. NOT TO SCALE 4 NOT TO SCALE 3 NOT TO SCALE 2 NOT TO SCALE I DETAILS C-502 a C ns,sh+®2olsan"o&Majo,Asso i-,ha All Ri'.Reserved STOP SIGN A NOT IN USE NOT IN USE ' 1 NOT TO SCALE 7 NOT TO SCALE 8 NOT TO SCALE t s 4 € {p OF 12"08"x.080 GA.----_ TIMOTHY J. REPRO REFLECTORIZED WILLIAMS ALUMINUM SIGN RESEWW CIVIL v �� LS INTERNATIONAL SYMBOL P No.43119 St FQ/STER��x OF ACCESSIBILITY. Ua 1'-6" BORDER AND y LETTERING IN WHITE ON BLUE BACKGROUND ADDITIONAL SIGN STATING�' PROFESSIONAL ENGINEER FOR "VAN ACCESSIBLE SPACE" 1A 7,5" ALLEN&MAJOR ASSOCIATES,INC. WHERE INDICATED ON SITE PLAN AS"VAN" 1.5"RADIUS 2"SQUARE SIGN POST. FOR ��(( HANDICAP SIGNAGE ONLY SET IN (TYP) 5-0" 6"PIPE BOLLARD(FILLED WITH (OR PER CONC.),PAINT YELLOW.SEE 4'-O" LOCAL CODE) SIGN POST DETAIL FOR HC SIGNS 3 08-07-2018 REVISED PER REVIEW COMMENTS 2 07-05.2018 REISSUED TO TOWN \ v 1 OSQ7-2018 REVISED BERIM NTS "EXPANSION JOINT REV DATE DESCRIPTION 3'-6" APPUCANT\OWNER: 4'DEEP x 18"DIA CONCRETE FOOTING t\ 6 OLIVER ENTERPRISES,INC. 4,500 PSI AT 5 HANCOCK STREET 28 DAYS ` ��'- WOBURN,MA 01801 NOTES: 1. SPECIFIC CODE SHALL BE REFERENCED FOR LOCAL AND STATE REQUIREMENTS. PROJECT. 2. PROVIDE(1)SIGN PER HANDICAP SPACE.SEE SITE LAYOUT PLAN FOR EXACT LOCATION. 3. EXPANSION JOINT MATERIAL NOT REQUIRED WITH FLEXIBLE PAVEMENT. q STREET 429 OSGO®D STT NOT IN USE NOT IN USE NOT IN USE ADAACCESSIBLE PARKING SIGNAGE I NORTH AANDOVER,,IMIIAGC NOT TO SCALE 6 NOT TO SCALE 5 NOT TO SCALE 4 NOT TO SCALE 3 PROJECT NO. 2351-02 DATE: 04-12-2018 10'-1' SCALE: AS NOTED DWG.NAME: 2351-02 1x4 VERT.CEDAR SLATS ON 2x6 P.T. , , 10, DESIGNED BY: BES CHECKED BY: T1W BOLLARD BOLLARD 8'-7" tx CEDAR TRIM WD.FRAMING 2x CEDAR TRIM OTOP I'Rl:f'ARED BY: 2-1 j2" 2» 2-1/2" CORNERS 1x6 CEDAR TRIM 0 5.0' 9' 4' 4' 9' o , 0 10 6" Q z I W --- - - ------- - n PLAN VIEW m TYPICAL PAVEMENT � I ; � a NOTE:PROVIDE NON SLIP BROOM SECTION SEE DETAIL ALLEN&,MAJOR - �,` - FINISH TO TOP SURFACE. �j D c6 _ _ w SLOPE TOP OF SLAB}"jFi ASSOCIATES, t1('i T A my� j INC. ('i M ro O w 00 1 IN THE DIRECTION OF00 iJ LJ l lI1 1 1� 1 L M ADJACENT PAVEMENT C> civil&structural engineering♦land surveying N j �I n 6x6-W2.9xW2.9 GRADING(REFER TO SITE 4"4 SCH.40 STL.PIPE(TYP) I' WWM environmental consulting♦landscape architecture Z o GRADING PLAN) www.aIIenmajor.com W Q 6" 1WOBURN MA 0 801 .i. TEL:(781)935-6889 8.0'CLEAR OPENING N FAX:(781)935-2896 Z1. 4"SCH.40 STL. WOBURN,MA♦LA IiEVILLE,MA♦TiAN CHESTER,NH GATE FRAME FABRICATED FROM 9' PIPE 12" THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. O 2"STL.TUBE,MITER,WELD, CLIENT/CUEIM REPRESENTATIVE OR CONSULTANT MAY BE d I I I I AND GRIND SMOOTH,PTD. ,�y PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC �; PIVOTING GATE LATCHES FABRICATED SIDE ELE A�ON MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC U GATE a.l u U APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE FROM DIA.STL.RODS �� MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR PROVIDE"DIA.x 4"DEEP SLEEVES 4,000 P.S.I.(MIN.) SECTION VIEW 12"OF OTHERWISE,ALLEN R MAJOR ASSOCIATES,INC.MAY REMOVE ALL 1 x4 CEDAR SLATS ATTACHED TO IN CONC.PAVEMENT FOR LATCHES CONCRETE CRUSHED STONE INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC PLAN VIEWMETAL GATE FRAME,PTD. MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND N 1 x4 CEDAR EDGE TRIM,PTD. GATE DETAIL SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN B MAJOR ASSOCIATES,INC.'S WORK PRODUCT. ti SCREENED DUMPSTER ENCLOSURE DRAWING TITLE: SHEET No. w CONCRETE DUMPSTER PAD I NOT TO SCALE 2 NOT TO SCALE DETAILS C-503 a Z CopwWbt02018A11en&Major Associates,L.. All Rt'GRaersed