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HomeMy WebLinkAbout04/12/2018 - Corridor Development District Plan for Mixed-Use Development - - 1429 OSGOOD STREET CORRIDOR DEVELOPMENT DISTRICT PLAN FOR MIXED�USE DEVELOPMENT 12 H/ROR�p 5 1429 OSGOOD STREET f HOLT RD STNORTH ANDOVER, MA 125 SITE #1429 j SGOOD ST I LOCUS MAP �, I ®� ——__ µ ,._ LIST OF DRAWINGS • DRAWING TITLE SHEET NO. ISSUED REVISED • ABBREVIATIONS&NOTES C-001&C-002 04/I2lI8 I LOT ARM EXISTING CONDITIONS PLAN V-101 04/12/18 - OWNE"PPLICANT: I �� 85,471 - � Es \ SITE PREPARATION PLAN C-101 04/12/18 OLIVER ENTERPRISES,INC. �` I I 1.��" LAYOUT&MATERIALS PLAN C-102 04/12/18 5 HANCOCK STREET I GRADING&DRAINAGE PLAN C-103 04/12/18 WOBURN,MA 01801 ,� 1 UTILITIES PLAN G 104 04/12/18 - SITE ENGINEER&LANDSCAPE ARCHITECT: I \ k� LANDSCAPE PLAN L-101-L-103 04/12/18 - • I \ ® I DETAILS C-501-C-502 04/12/18 - ALLEN&MAJOR ASSOCIATES,INC. R�-2 ` 100 COMMERCE WAY WOBURN,MA 01 888-01 1 8 ARCHITECT: o I s I CAVENEY ARCHITECTS 128 WARREN STREET ' I -7 LOWELL,MA 01852 • % I ►Ate-12 � 4 Is 15 M-1 M-17 jN OF 18 �WA KEE N R +wrc CIVIL w No.41313 c/STEREO,fit 1'IiPJ':112P1)13S': U PROFESSIONAL ENGINEER FOR ALLEN&MAJOR ASSOCIATES,INC. c z 0 ALLEN&MAJOR ASSOCIATES,INC. ISSUED FOR PLANNING BOARD SPECIAL PERMIT & civil&structural engineering♦land surveving environmental consulting♦landscape architecture NOTICE OF INTENT: j w�r�M1 a l l e u m a j o r c o m M 100 COMERCE Nv AY NIVOBURN A-fA 01801-8501 TEL:(781)935-6889 W FAX:(I IA,L NIAbi!V Qr 935-2846 APRIL 12, 2018 � OBL RN,-NIA♦i\kl:\-`1 t.L, �♦ ACHESTER,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 BY THE CONTRACTOR 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 C ABANDONED IN PLACE AS NOTED OR SHALL BE REMOVED AND DISPOSED OF AS 8. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES DAMAGE TO 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 9. ALL DISTURBED AREAS SHALL BE MAINTAINED IN ACCORDANCE WITH THE EROSION CONTROL PLAN,MA DEP,AND THE 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 NORTH 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 12. APPROPRIATE WARNING SIGNS,MARKERS,BARRICADES AND/OR FLAG MEN SHALL BE PROVIDED TO REGULATE TRAFFIC. OWNER. CONNECTION AT STRUCTURE IS WATERTIGHT. 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". •DRAIN -HDPE(HIGH DENSITY CORRUGATED POLYETHYLENE PIPE WITH SMOOTH jN OF 13. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ADDITIONAL BENCHMARK INFORMATION IF REQUIRED.THE CONTRACTOR IS INNER WALL),ASTM D2321(UNLESS OTHERWISE SPECIFIED ON PLAN) 13. THE CONTRACTOR SHALL ADHERE TO ALL TERMS&CONDITIONS AS OUTLINED RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING BENCHMARKS.IF IT IS NECESSARY RELOCATE A �wn A. BENCHMARK,IT SHALL BE RELOCATED BY A MASSACHUSETTS PROFESSIONAL LAND SURVEYOR AND DONE SO AT THE DRAIN -RCP CLASS IV(REINFORCED CONCRETE PIPE,WHERE SPECIFIED ON PLAN) IN THE GENERAL N.P.D.E.S.PERMIT FOR STORM WATER DISCHARGE KEEFNEFHER CONTRACTOR'S EXPENSE. •WATER-C.L.D.I. ASSOCIATED WITH CONSTRUCTION ACTIVITIES. Noa aIa 14. ALL PERMITS AND APPROVALS NECESSARY FROM AGENCIES GOVERNING THE WORK SHALL BE OBTAINED BY THE 8. BEFORE WORK BEGINS ON THE SEWER OR STORM DRAIN,THE CONTRACTOR WILL 14. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR Glsl�a CONTRACTOR PRIOR TO THE COMMENCEMENT OF WORK. COORDINATE WITH THE TOWN OF NORTH ANDOVER THE APPROPRIATE PERMIT FEE AND ALL NATURAL AND PAVED AREAS. INSPECTION FEE. 15. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 15. ALL BUILDING DIMENSIONS ARE MEASURED TO THE OUTSIDE FACE OF THE BUILDING. 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 3HAV 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 8 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. CARRY OUT THE WORK INCLUDING BUT NOT LIMITED TO DEMOLITION. 12. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY'S INSPECTORS 72 HOURS BEFORE 19. DISPOSAL OF ALL DEMOLISHED MATERIALS INCLUDING EXISTING MISC.CONSTRUCTION DEBRIS FILL IS THE RESPONSIBILITY OF CONNECTING TO ANY EXISTING LINE. 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 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 PROJECT: 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 GROUNDBREAK. 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 GAS COMPANY THAT THE GAS LINE INSTALLATION&DISCONNECTION SHALL BE BY THE LOCAL GAS COMPANY.THE STRENGTH OF 3000 P.S.I. v CONTRACTOR SHALL GIVE THE GAS COMPANY ADVANCE NOTICE OF WHEN THE GAS LINE CAN BE INSTALLED. 18. DRAWINGS DO NOT NECESSARILY SHOW ALL EXISTING UTILITIES. SCALE: NO SCALE DWG.NAME: 2351-02 z 26. EXISTING do PROPOSED ELECTRIC AND COMMUNICATIONS(TELEPHONE AND CABLE)SYSTEMS LOCATIONS ARE APPROXIMATE DESIGNED BY: BES CHECKED BY: WK 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 SRE. LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER, PRIx.txt:u tl: 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 jCONSTRUCTION.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 w 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. m 28. THE CONTRACTOR SHALL ADHERE TO ALL PERMIT CONDITIONS PROVIDED BY ALL GOVERNING AGENCIES AT NO ADDITIONAL A#,& 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, A L L E & M AJ O R PERMITS. BOX,AND TEE FITTINGS. n 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 q CCO�T p T�C'INC. BUILDING 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 ASS IA S7 I ADDITIONAL COST TO THE OWNER. REQUIREMENTS. civil&structural engineering♦land surveying environmental consulting♦landscape architecture 30. DURING EXCAVATION,ANY EXISTING EARTH CUT MATERIALS THAT DOES NOT MEET THE ORDINARY FILL SPECIFICATIONS OR 23. PRESSURE AND LEAKAGE TEST,DISINFECTION AND FLUSHING SHALL BE IN ACCORDANCE {v a 1 I 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 A17AY TO THE OWNERS.MATERIAL WHICH DOES NOT MEET THE SPECIFICATION INCLUDES ALL BOULDERS,ROCKS,CONSTRUCTION WOBURN MA 0180I 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 ADDITIONAL COST TO OWNER.AFTER AMENDING IF MATERIAL STILL DOES NOT MEET THE SPECIFICATIONS IT IS TO BE z 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,NIA•EAKE�IEEE,MA•MANCHESTER.NH LAWS AND REGULATIONS. STATE AUTHORITIES REQUIRE DIFFERENT BEDDING OR BACKFILL MATERIAL,THEN THE THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. DIG SAFE MORE STRINGENT SHALL APPLY. CLIENT/CLIENT'S REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC 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 o OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL INDICATION OF THE DOCUMENTS 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. 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EXISTING CONDITIONS BASE PLAN WAS I 2 7e \ ,49 \ \\ PREPARED BY SAVELLO&ASSOCIATES,LAND _� - LWN SURVEYORS/WETLAND CONSULTANTS,ENTITLED "EXISTING CONDITIONS TOPOGRAPHIC PLAN IN Im. 1 T HDWpLL v� \ \ I NORTH ANDOVER,MASS#1429 OSGOOD STREET"DATED JANUARY 23,2018.WETLAND OP 402 N 22'38 111 OD AND STREAM BANK DELINEATION WAS ADDED ° \K FEBRUARY 28,2018.ELEVATION DATUM TAKEN ® RR.ST \112.� \ I I a6z \ `\ FROM 1992 MASS HIGHWAY CONSTRUCTION REV DATE DESCRIPTION 35 OO N Lg» 6 /'A- l p T o \ I,5\ LAYOUT PLANS.ASSUMED NAD27 DATUM. APPLICANT\OWNER: �24.66 \1 06 / E,JP� 5,430 '-�0 `II\\ \ 2. ALL INFORMATION ON THIS PLAN IS PREPARED I \ BY SAVELLO&ASSOSOCIATES.ALLEN&MAJOR OLIVER ENTERPRISES,INC. I ASSOCIATES,INC.'S TITLEBLOCK IS SHOWN 5 HANCOCK STREET z3.s, \ - "36a ` SOLELY FOR PRINTING PURPOSES.ALLEN& I I NK-5_' 4 _ g Q 4.29 WOBURN,MA 01801� 72 � 113.59� MAJOR ASSOCIATES,INC.TAKES NO WOOD � RESPONSIBILITY FOR INACCURATE INFORMATION S �-� e 91 TPS j SHOWN ON THE EXISTING CONDITIONS PLAN. PROJECT:�v � � 420.M11 I r, Al455 SOIL LL 3. THE LOCATIONS OF EXISTING UNDERGROUND 1 ? ► 5 4 Q24a� I �'3g4 OON I1:6'. UTILITIES ARE SHOWN IN AN APPROXIMATE 1429 OSGOOD STREET WAY ONLY AND HAVE NOT BEEN NORTH ANDOVER MA I �z5o I �NK-6 _ .33, _ I INDEPENDENTLY VERIFIED BY THE OWNER OR ' zs3 \ �1423 1449 I 3 IT'S REPRESENTATIVE. THE CONTRACTOR Mw1 SHALL DETERMINE THE EXACT LOCATION OF „2 52 „536 ALL EXISTING UTILITIES BEFORE COMMENCING \ 6 d -- WORK,AND AGREES TO BE FULLY z z 32 I \ I kBNK-7 »374 3g7 3.78 ~' RESPONSIBLE FOR ANY AND ALL DAMAGES PROJECT NO. 2351-02 DATE: 0412-2018 o 57 Q WHICH MIGHT BE OCCASIONED BY THE Cl- 1-1iP I \ CONTRACTOR'S FAILURE TO EXACTLY LOCATE SCALE: DWG.NAME: 2351-02 Sze AND PRESERVE ANY AND ALL UNDERGROUND Jbt\ I z 15y 7 TP3����'" UTILITIES. DESIGNED BY: BES CHECKED BY: WK O I NK-8� LTWUR6VA �. 1M13^3 C PaPJ':vzr1)tar: 2 P I INUNp/C 4. THE CONTRACTOR SHALL CONTACT"DIGSAFE" O ,71.25 ' \ }290 ®TP#1 , AND THE CITY OF SALEM DEPARTMENT OF B l SOIL TDCEURE:SL PUBLIC WORKS AT LEAST 72 HOURS PRIOR \NK-9 ft-. ESHGW:56� TO ANY EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING UTILITIES. \286 !„32° 1-TOWN OF A L L L N& M AJ O R o �1ze3 �• I PUBLIC WORKS 1-978-685-0950 OF I \ WOODS TOWN OF NORTH ANDOVER DEPT. 9 �'j, q1 E / WO RKS: �\oN K-10 \ 1,2 s6 O�'�• / 112 / A\SOCTAT \ INC. 7N civil&structural engineering♦land surveyin g 76 11223 6 C> 2 9 , ' environmental consulting♦landscape architecture 0 W � I 0 R„�v a1I nma 7 0 r c o m / 3S �Q 100 COM1i\SERGE\F'AI- Q]129. I C' A I -.1,916 W`OBL Ri\MA 01$01 SPALL TEL(781I 930-6889 m I `INK-12 }2s6 1.gtz FAX i 1)78 935-2896 `• \ ,i QBL Rr`\3<i♦1,,1hl Vlt Ll:MA♦nivNCHk:S1ER,NH '�_�� M1 1�9 I \ / '+06 THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT DIG SAFE , ►A-1 4 CLIENT/CUENTS REPRESENTATIVE OR CONSULTANT MAY BE \�gNK-73 30 12..*A-1 jA gg93 PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC �j _,122a ►A 14 APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR QA �",•,ffl 14 OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC 52 CIL -- WOODS ,1,753\\ / M,\1111 1 C' ('-\1 X MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND 1135� ►A 17 SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF 1K-15 �A-7�iz5z 13 l.. z0 0 o x S e0 so ALLEN&MAJOR ASSOCIATES,INC.WORK PRODUCE. N Q e' \ _ DRAWING TITLE: SHEET No. W BEFORE YOU DIG Q =� ��saytc-16 -- 8 \ \ EXISTING CONDITIONS PLAN V-101 Q) CALL 811 0R z 1-888-DIG-SAFE NK-13 795 tn57 8 "g5 1-888-344-7233 _\ 9�, Z � � CopyrightQ20IB.417&M-r,4-.frzc. .411Xight H ery d 1 FIBER ROLL 7 SILT FENCE 1 C�1 AND TUBULAR FIBER ROLL Y LINE,TYP. 1 TREE 9 1- PROTECTION C-501 _ F SAW CUT LINE 1 (TYP.) x KEY CUT 11 1 C-sot 1 EXISTING TREE TO REMAIN _ -- \ \ REMOVE EXISTING _ -------) 1 PAVEMENT AND _ CONCRETE STABILIZED CONSTRUCTION 1 EXISTING ENTRANCE,(TYR.) 1 \ F RETAINING WALL TO REMAIN INLET 8 1 A- _ PROTECTION C-501 1X LEGEND 1 —_I i \ \ LIMIT OF DISTURBANCE _ LIMIT OF'CLEAR AND GRUB' I I L -J - REMOVE EXISTING BUILDING TO BE REMOVED PAVEMENT AND _ \ \ CONCRETE PAVEMENT TO BE REMOVED tt UTILITY CUT AND CAP E- EXISTING FENCE TO BE REMOVED, TEMPORARY FENCE -x-x- REMOVE EXISTING Ar _ EXISTING-3TYP. PAVEMENT AND SILT FENCE SF ILDING TO CONCRETE � �UREMAIN L-J TUBULAR BARRIER �x�xM \ \\ EROSION CONTROL FABRIC \ \ CATCH BASIN FILTER r \ \ I STABILIZED ENTRANCE OF e I STOCKPILE/STAGING AREA L WAY N EN l\ � V �KEEVIL CIVIL y No.41313 �1 STEWkM RN`° OG r PROFESSIONAL ENGINEER FOR ` ALLEN&MAJOR ASSOCIATES,INC. �_ • _ �\ �- EILDING XISTING� � �N-2 \ � �U TO REMAIN \\ \\ \ NOTES: �(-Z I 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES - ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ►BNK- �. �' �,� IT'S REPRESENTATIVE. THE CONTRACTOR SHALL ba- DETERMINE THE EXACT LOCATION OF ALL EXISTING REV DATE DESCRIPTION UTILITIES BEFORE COMMENCING WORK,AND AGREES TO NK-a _3 \ APPLICANT\OWNER: � BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES a 4 \I \ WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S OLIVER ENTERPRISES,INC. FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND REMOVE EXISTING ALL UNDERGROUND UTILITIES. 5 HANCOCK STREET PAVEMENT AND WOBURN MA 01801 NK-5 -4 �� � CONCRETES 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE ' REMOVEISTING PROPERTY OF ALLEN&MAJOR ASSOCIATES,INC.ITS PROJECT: PAVEMENT-AND INTENDED USE IS TO PROVIDE INFORMATION.ANY ' -- - ALTERATION,MISUSE,OR RECALCULATION OF �CONCRETE WRITTENINFORMATION CONSOENTDOTF ALLENUT THE&MAJOR ASSOCIATES, 1429 OSGOOD STREET s� INC.IS STRICTLY PROHIBITED.NK-6 slLr FENCE �. �- � NORTH ANDOVER,MA AND TUBULAR - 3. THE CONTRACTOR SHALL CONTACT"DIGSAFE"AND THE FIBER ROLL CITY OF SALEM DEPARTMENT OF PUBLIC WORKS AT LINE,TYP, LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO \ -6 J ` REQUEST THE LOCATION OF THE EXISTING UTILITIES. kBNK-741.. MATERIALS PROJECT NO. 2351-02 DATE: 04-12-2018 FIBER ROLL 7 STOCKPILE AREA C-501 DIGSAFE: \ 1-800-344-7233 SCALE: 1'-20' DWG.NAME: 2351-02 o TOWN OF NORTH ANDOVER DEPT.OF PUBLIC WORKS: z 1-978-685-0950 DESIGNED BY: BES CHECKED BY- WK -7 0 ✓ NK-8 III: Cc: \NK-9 SILT FENCE ti \ AND TUBULAR _ 1 � FIBER ROLL v r o \ 9 it NNE,TYP. ALLEN& MAJOR \NK-10 ASSOCIA l LS,INC. Ncivil&structural engineering♦land surveying d environmental consulting♦landscape architecture WNK-11 -10 j u c w a 1 I e n m a I.o r c o m - 100 COM�ZERCE WAY� \ - - «rosLRn�1A 01801 \•...K_12 - TEL:(781)935-6889 FAY:(781)935-2896 Z \ \ WOBURN.NIA♦1.AIi I:I`Il L1-MA♦MANCHESTER,NH • THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. DIG SAFE \ CLIENT/CUENPS REPRESENTATIVE OR CONSULTANT MAY BE 5 A_16 PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC S ` MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC U o -14 APPLICAOTENTIAL THAT THE MAGNETIC PROJECT.ON TO THIS C INFORMATION MAY BE MODIFIED UNINTENTIONALLY LY OR �N OTHERWISE,ALLEN&MANOR ASSOCIATES,INC.MAY REMOVE ALL II `K-t 4 INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC _ M,-\I 1 I I ICE C\I.I`, MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND \ )A-17 zo o �o zo so SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF N 1K-15 19 ao ALLEN&MAJOR ASSOCIATES,INC.S WORK PRODUCT. W BEFORE YOU DIG �►ao�c cl� .16 g DRAWING TITLE: SHEET No. o CALL 811 OR 1-888—DIG—SAFE �.HNx,� SITE PREPARATION PLAN C-101 z 1-888-344-7233 Cap}ngh.1Q20f€After&M jer A-secea c�Grzc. Alf Rfeht�-Rz�ervcd MEET EXISTING 1 CURBING 1 VERTICAL 3 GRANITE CURB C-502 1 `GARS EN ) EXISTING 1 -�f RETAINING WALL KEY CUT 11 1 a5o1 1 1___________ I 0 C= SEPTIC SYSTEM LIMITS �__________________' + 5 6'BLACK VINYL CHAIN 1 + C-501 LINK FENCE WITH GATE(TYP) 1 IEN - \ �O PARKING,LOADING LEGEND 1 i `i\ P ND STORAGE ARC 2 MODULAR BLOCK + VERTICAL 3 \ FC_ 1 FOR TENANT C-501 RETAINIf WALL GRANITE CURB C'S02 1 LANDSCAPE PE ���_� 1 R� PROP.PROPERTY LINE SIGN MEET EXISTING EDGE OF T`GC STANDARD 9'x18' 5 6'BLACK VINYL CHAIN T s PARKING SPACE,TYP. BOLLARD CURBING PAVEMENT 0 c-501 VERTICAL GRANITE L,_J LINK FENCE WITH GATE(TYP) `� BUILDING 0 y _ CURB,TYP_ s PARKING,LOADING 5'CONCRETE EXISTING BUILDING ARCHITECTURE TRANSFORMER AND STORAGE AREA PARKING STALL SIDEWALK A FOR TENANT B BUILDING INTERIOR WALLS _ C-� 25.0 I 7-8M SIG CURB Q� 1 4 MATED DOME RETAINING WALL o \�: TAIMLE SYSTEM TENMTA L_ _l PARKING STRIPING ` )1 1 STORY EXISTING1 CAR'STOP 3a ADA RP AND 12,320*S.F. BUILDING ROADWAY STRIPING ---- (TYP.) _ C- TRANSITION CURB TRAFFIC ARROWS �. r HEAVY DUTY CONCRETE _ STANDARD 9'x18' PARKING SPACE,TYP. � HEAVY DUTY PAVEMENT VERTICAL SIDEWALK 0 N of 3 VERTICAL GRANITE 9.9 �-�GRANITE CURB CURB,TYP. ADA ACCESSIBLE RAMP �KEEFNER- - ADA DET.WARNING SURFACE No.411313 N LA' E REA SNOW STORAGE ��c15TEa�� GRAVEL ACCESS 11 CONCRETE SIDEWALK c-501 i SETBACK LINE ---- \ � � L_ BASELINE Q $,F,Y SAW-CUT LINE _______ PROFESSIONAL ENGINEER FOR _ e LA ALLEN&MAJOR ASSOCIATES,INC. NK-3_A i' ✓' STEEL GUARDRAIL WOOD GUARDRAIL v s r CHAIN LINK FENCE —X—X- -2 \ 10 41__ PAVEMENT I \ ►A-2 2-501 SECTION EXISTING WOOD FENCE -❑-o- \ _ IL BUILDING ►BNK— NK-4 REV DATE DESCRIPTION STORAGE BINS IPA-3 NOTES: APPLICANT\OWNER: 9 " � 1. ALL CURB RADII ARE THREE FEET UNLESS OTHERWISE OLIVER ENTERPRISES,INC. INDICATED. OFF-STREET PARKING SUMMARY 1 - _ 5 HANCOCK STREET v NK-5 ►A-4 ; _ 0 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES WOBURN,MA 01801 ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE _ 6 NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR PROJECT: USE: OFFICE-OTHER BUSINESS OR OFFICE STANDARD 9'xl8' a __ - _ IT'S REPRESENTATIVE. THE CONTRACTOR SHALL 3 SPACES PER KSF GFA , PARKING SPACE,TYP. x 53.1 3 X(14,000 S.F./1,000)=42 SPACES t - DETERMINE THE EXACT LOCATION OF ALL EXISTING ►A-5 5 6'BLACK VINYL CHAIN UTILITIES BEFORE COMMENCING WORK,AND AGREES TO 1429 OSGOOD STREET USE: WAREHOUSE _ s x c-501 LINK FENCE WITH GATE(TYP) BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 0.7 SPACES PER KSF GFA �NK-6 EDGE OF WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S NORTH ANDOVER,MA 0.7 X(7,300 S.F./1,000)=5 SPACES PAVEMENT y FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. TOTAL OFF-STREET PARKINGUI M N* =47 PARKINGA `\ ►A-6 3. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE MINIMUM ADA REQUIRED: =2 ACCESSIBLE lBNK-7 g PROPERTY OF ALLEN&MAJOR ASSOCIATES,INC.ITS PROJECT NO. 2351-02 DATE: 04-12-2018 - PARKING,LOADING INTENDED USE IS TO PROVIDE INFORMATION.ANY a ` P ND STORAGE AREA ALTERATION,MISUSE,OR RECALCULATION OF SCALE: 1"-20T DWG.NAME: 2351-02 FOR TENANT B INFORMATION OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT OF ALLEN&MAJOR ASSOCIATES, ►A-7 INC.IS STRICTLY PROHIBITED. DESIGNED BY: BES CHECKED BY: WK 8 �. \K- - 1'RI:r.l R4:)M! 4. THE CONTRACTOR SHALL CONTACT"DIGSAFE'AND THE �y ►A-B 3 VERTICAL CITY OF SALEM DEPARTMENT OF PUBLIC WORKS AT \NK-9 -502 GRANITE CURB LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING UTILITIES. o /\ - 1 D 00-344-7233 SAGE TABLE-CORRIDOR DEVELOPMENT DISTRICT 3(CDD3) ►A_9 %I TOWN NORTH ANDOVER DEPT.OF PUBLIC WORKS: ALLL & MAJOR a /GA.n EL 1-978-685-0950 iV -10 u� ASSOCIATES ITEM EXISTING PROPOSED REQUIRED/ALLOWED _ INC. civil$structural engineering+land surveying i 85,471 t S.F. 85,471 t S.F. 108,900 S.F. ►A-10 _ environmental consulting landscape architecture z MINIMUM LOT AREA (1.96t ACRES W ) (1.96t ACRES) (2.5 ACRES) NK-11 a w w w,a l l e n m a j o r.c o m oc MAXIMUM BUILDING HEIGHT 15t FEET 25t FEET 45 FEET w 11N me\ C - os1 o1so1 J �B K-12 ►A-11 100 COlbRE 8 1Y TEL:(781) MINIMUM FRONTAGE 162.0t FEET 162.0t FEET 250 FEET FAX: 935-(781)935-2859 � �` � FAX: Z ♦ MINIMUM FRONT SETBACK 79.6f FEET 79.6t FEET 15 FEET t WOBLRN,NIA LAKE�ILLL,MA NIANCHESTER,NH ►A-12 ►A-13 ►A-15►A-16 THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. DIG SAFE MINIMUM SIDE SETBACK 47.2t FEET 47.2t FEET 20 FEET N-14INK-13 - CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE J ►A-14 PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC •\ _ MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC v o MINIMUM REAR SETBACK 53.1t FEET 53.1t FEET 30 FEET I APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE •�K-14 19 MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR IN MAXIMUM FLOOR AREA RATIO 0.25t 0.28t 0.75 OTHERWISE,ALLEN @ MAJOR ASSOCIATES,INC.MAY REMOVE ALL \ ►A-17 INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC Ln ►A-19 (;N=\1 1 1 1 1(' (\1,I, MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND N MINIMUM OPEN SPACE 7.0%t 14.7%t 30% 15 SPEGFICA770N5ISSUED SHALL BE THE ONLY RECORD COPIES OF • ► B za a o zo eo ao ALLEN&MAJOR ASSOCIATES,INC.S WORK PRODUCT. W MAXIMUM LOT COVERAGE* 93.0%t 85.3%t 70% ;1` BEFORE YOU DIG K-17 DRAWING TITLE: SHEET No. o CALL 811 OR NOTES: - Cr 1-888-DIG-SAFE *16.13.3.3)MAXIMUM LOT COVERAGE INCLUDES BUILDINGS,DRIVEWAYS AND PARKING AREAS. LAYOUT&MATERIALS PLAN C-1 02 z 1-888-344-7233 CopyrthtQ2 Aflleutscscr�,&M Assooat Inc A[7 R Rd 1 RAIN GARDEN, 1 SEE LANDSCAPE 1 SHEET L-103. 1 1 113.10 1 � r 120.50 1 x 1 x SAW CUT LINE �__________________1 A. 120.25 1 1 120,25 r120.50 1 1 ` 115.60 120.25 -1 L—,J 114.60 CLEAN AND VACUUM EXISTING CATCH BASIN. 11 RIP-RAP OVERFLOW WEIR v ' EL.=1 10.90 WE-1 14,87 Aw 41 .75 RAIN GARDEN,SE NDSCAPE ET G-xxx. 1.25 T TE �WRTYA �_ 14.90 3 FT WIDE PEA STONE -7r} 12-M S.F. DIAPHRAGM ALONG EDGE OF PAVEMENT. OF o I �WAYNE A. N KEEFNER CIVIL y i No.41313 114.60 a o g 14. 114.87 x113.90 TE_ (I L_ 114,6 1_ PROFESSIONAL ENGINEER FOR 10S.F. ALLEN&MAJOR ASSOCIATES,INC. J4\8 INK-gam - �� x 1 13.9 1 1#. _ r- �NK-2 / 112.80� • \ \ � 13.90 \ �� �� ►BNK-1 5 FFE-11417 REV DATE DESCRIPTION NK-4 \ � 5 i NOTES: APPLICANT\OWNER: 14.00 OLIVER ENTERPRISES,INC. \ - 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES g ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE 5 HANCOCK STREET 112. NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR WOBURN,MA 01801 NK-5 =_ IT'S REPRESENTATIVE. THE CONTRACTOR SHALL z_ DETERMINE THE EXACT LOCATION OF ALL EXISTING PROJECT: 'k- x —� — UTILITIES BEFORE COMMENCING WORK,AND AGREES TO ' TYPICAL GRASSED 1 _ _ BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES �- SWALE -�1 ► n� X WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S 4Z9 OSGOOD STREET �NK-6 `\ - FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND F 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. INTENDED USE IS TO PROVIDE INFORMATION.ANY lBNK-7 - = ALTERATION,MISUSE,OR RECALCULATION OF PROJECT NO. 2351-02 DATE: 04-12-2018 \_- z 112�0' INFORMATION OR DATA WITHOUT THE EXPRESSED, C) O WRITTEN CONSENT OF ALLEN&MAJOR ASSOCIATES, \ SCALE: 1'-20' DWG.NAME: 2351-02 '� 1 INC.IS STRICTLY PROHIBITED. ti GRASS CONVEYANCE SWALE t _ 2 SLOPE=0.7% �A 3. THE CONTRACTOR SHALL CONTACT"DIGSAFE"AND THE DESIGNED BY: BES CHECKED BY: WK CITY OF SALEM DEPARTMENT OF PUBLIC WORKS AT ralr:vzrs m: C) LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO 6 / REQUEST THE LOCATION OF THE EXISTING UTILITIES. o RBNK-9 \ \ _ DIGSAFE: \ 1 -7233 4 TOWN OF NORTH ANDOVER DEPT.OF PUBLIC WORKS: 1-978-685-0950 �A , 113.45 ALLEN& MAJOR NK-10 v - 4 ASSOCIATES,INC. N RAIN GARDEN,SEE LANDSCAPE ►A- T civil&structural engineering♦land surveying NK-11 SHEET L-103. `Z 10_ — environmental consulting♦landscape architecture Z - - w w rF a l l e n m a t o r c o m 100 COMAJERCE WAY NK-t2 RIP-RAP OVERELOWIWZIRO *Ayy 1260 ` 4TrOBLRn1A 01801 ~-q` `- �3 _ TEL(781)935-6889 FAX:(781)935-2896 Z STILLING BASIN x 2.90 \l'ORE'RN.\(A♦1.AE1,\11.1.1_MA♦MANCHESTER,NH fA-12 Q \ ►A-1�'�� ►A-1 5►A-16 THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. DIG SAFE K-13 CLIENT/CUENPS REPRESENTATIVE OR CONSULTANT MAY BE J ►A-14 PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC S •\ MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC U o APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE K-14 MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR o _ OTHERWISE,ALLEN&MANOR ASSOCIATES,INC.MAY REMOVE ALL I \ ►A-17 INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC ►A-19 M,-\11111 C' C\I X MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND NNK-15 SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF 20 0 i0 z0 ao 80 ALLEN&MAJOR ASSOCIATES,INC.S WORK PRODUCT. • �K-1s W BEFORE YOU DIG DRAWING TITLE: SHEET No. o' CALL 811 ORK n 1-888-DIG-SAFE GRADING&DRAINAGE PLAN C-103 z 1-888-344-7233 Cap}ngh.1Q20f€After&M jer A-secea c�Grzc. Alf Rfeh�Rz�ervcd i 1 GAS SERVICE TO 1 BE SIZED BY 1 GAS PROVIDER 1 � PROPOSED GAS POTENTIAL SEPTIC SERVICE W/VALVE 1 " iii ALTERNATIVE(10,000 1 I ---_ i► TIGHT TANK) GALLON i 1 --_ ii 5 LEACHING TRENCH GAS GAS GAS ————— i '-------------------1 �GAS--�-__G� A. ------------- . c-SQ2 SECTION 1 ` GAS -- — ii�ii 7 LEACHING TRENCH CROSS SECTION all 1 - — 1 2a , ---C SACK 1 2 + V) /, SE R PIPE 6 O O O O -- __- 1 j TRENCH C-501 g 1, �I t PUMP CHAMBER EWER MANHOLE DISTRIBUTION BOXLEGEND __ e % C-502 Uj GAS SERVICE � S SO oI �_ L—,J I 2,000 GALLONS SEWER CLEANOUT _ 8"SEWER SERVICE 2-COMPARTAIT RIM=113.90t 11110.0t SEPTIC TANK X I I SEWER VENT 4,500 GALLONS' 4 BUILDING SEWER 1 RIM=113.90t SEWER LINE SERVICE C- IN=109.75 .� SEWER FORCEMAIN FM I \ OUl109.50 CONCRETE PIPE ENCASEMENT S.F. _ WATER LINE \ �N-0TENANTTENANTTENANT A L � WATER(FIRE SERVICE) 12,1 STORY I � 32Rt ( —./ `( i WATER{DOMESTIC SERVICE) / I wV 6'Y , I WATER VALVE oa �N I HYDRANT / \ 9q I WATER LINE REDUCER ► of GAS LINE GAS— WAYNEN GAS VALVE cv KE CIVIL • VIL y No.41313 SEPTIC/HOLDING TANK R Q FC RF' --110,5 TIC TU�,[< a I GREASE TRAP o 0 0 QG` LIGHT FIXTURE TEhA T 11 I I OVER HEAD WIRE 4 t S UTILILTY POLE a PROFESSIONAL ENGINEER FOR 8S.F. ( I ALLEN&MAJOR ASSOCIATES,INC. ELECTRIC MANHOLE/SPLICE BOX 0 NK-3J+ e SWITCHING STATION QS HAND HOLE H ELECTRICAL CONDUIT —r \ \ ►A-2 LIGHTING CONDUIT —E IRRIGATION SLEEVE t _ NK- I ELEC/TELE/CABLE CONDUIT NK-4 REV DATE DESCRIPTION 1A-3 ` i��� \ TELE/CABLE CONDUIT ter- APPLICANT\OWNER: ' TELE/FIRE CONDUIT OLIVER ENTERPRISES,INC. V I 5 HANCOCK STREET NK-5 ►A-4 r ' �, I WOBURN,MA 01801 4 x PROJECT: ►A 5 \ \ 1429 OSGOOD STREET �NK-6 � " �� NORTH ANDOVER,MA \ ►A-6 \ \ lBNK-7 F \\ x NOTES: PROJECT NO. 2351-02 DATE: 04-12-2018 \ 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SCALE: 1'-20' DWG.NAME: 2351-02 ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE ►A_7 �, \ NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR DESIGNED BY: BES CHECKED BY: WK IT'S REPRESENTATIVE. THE CONTRACTOR SHALL NK-6 DETERMINE THE EXACT LOCATION OF ALL EXISTING ral:r:vzrs�m: UTILITIES BEFORE COMMENCING WORK,AND AGREES TO o ►A-8 \ BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 4N ft WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S \BNK-9 FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ti ALL UNDERGROUND UTILITIES. v`: Nil2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE ►A-9 ' PROPERTY OF ALLEN&MAJOR ASSOCIATES,INC.ITS A L L E N M AJ O R \ INTENDED USE IS TO PROVIDE INFORMATION.ANY I�eNK-10 ALTERATION,MISUSE,OR RECALCULATION OF T n T \ - INFORMATION OR DATA WITHOUT THE EXPRESSED, A S S O C IA 1 E J a INC. N C N ►A-10 WRITTEN CONSENT OF ALLEN&MAJOR ASSOCIATES, civil&structural engineering land surveying T > INC.IS STRICTLY PROHIBITED. environmental consulting landscape architecture Z NK-11 a l l e n m a j o r c o m ftw a 3. THE CONTRACTOR SHALL CONTACT"DIGSAFE"AND THE 10ocor1�JERCE WAY WOBURN NIA 01801 1.eNK-12 �A-11 LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO \ CITY OF SALEM DEPARTMENT OF PUBLIC WORKS AT TEL(781)93a-6889 \ c� REQUEST THE LOCATION OF THE EXISTING UTILITIES. FAY.(7811 935-289s \ �\ DIGSAFE: WOBURN.NIA♦1.ANL\ILLI-MA♦MANCHESTER,NH `z ►A-12 ►A-13\ ' ►A-1 1—800-344-7233 THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. DIG SAFE K-13 ` 5►A-16 TOWN OF NORTH ANDOVER DEPT.OF PUBLIC WORKS: CLIENT/CUENTS REPRESENTATIVE OR CONSULTANT MAY BE J �A-14 1-978-685-0950 PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC S •\ MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC O APPUCATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE N*-,<K-14 MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR o _ OTHERWISE,ALLEN&MANOR ASSOCIATES,INC.MAY REMOVE ALL I \ ►A-17 INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC ►A-19 M,-\11 I I 1 C' C\I X MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND N1K-15 SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF \_ ► 6 20 o io 20 ao so ALLEN&MAJOR ASSOCIATES,INC.S WORK PRODUCT. K-16 W BEFORE YOU DIG DRAWING TITLE: SHEET No. o' CALL 811 OR K.n cc 1-888-DIG-SAFE _ UTILITIES PLAN C-104 z 1-888-344-7233 Cap}ngh.1Q20f€After&M jer A-secea c�Grzc. Alf Rfeht�-Rz�ervcd 12 JV BIORETENTION AREA#1, SEE SHEET L-103 6 LA 000R •a SEED AREA WITH NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR DRY SITES. SPREAD AT A x RATIO OF 1 LB PER 600 SQ.FT. 4.. SEE SEED MIX SPECS ON PLAN L-103. x ALL PROP.SHRUBS,TREES, 72 PA PERRENIALS&LAWN AREAS EXIST.TREE TO k LEGEND (NON-BIORETENTION AREAS) REMAIN UNDISTURBED. 6"LOAM& � TO BE IRRIGATED,SEE SEED,TYR. NOTE#19,TYP. a PROPERTY LINE BIORETENTION BOLLARD • AREA#2,SEE - SHEET L-103 EXIST.BUILDING 0 45 PA - + CURBING v �� T PROP.RETAINING WALL o 31 LA CONCRETE SIDEWALK 0 14 18 PA o L—— EVERGREEN TREE E 1 SP F 6'LOAM& 3 CA SEED,TYP. FLOWERING]ORNAMENTAL a TREE TENANT A —J SHRUBS r 1 STORY 12,320s S.F. � 1 SP - 28 LA r -T oo a000 6"LOAM&SOD oQ,': DISTURBED AREA. SN of 1 000 50 PA F OOF'_ - WAYNE A. o 000, 3 CA Y Y 1 crvlL GENERAL NOTES KEEFNER 1. THIS PLAN WAS PREPARED USING AVAILABLE SITE r 3 CA o INFORMATION FROM SEVERAL SOURCES,SOME OF �'SiER r 26 TM 49 PA WHICH IS UNCONFIRMED. THIS IS A CONCEPTUAL o' 1+ �_ I / SITE DEVELOPMENT PLAN BASED ON A 1 SPJ ( PRELIMINARY VIEW OF OWNER DEVELOPMENT 10 CA _ a NT B PROGRAM REQUIREMENTS. AS THE SITE PLAN IS 3 BN 115 LA �� � 3 CA DORY FURTHER REFINED, THERE MAY BE CHANGES REGISTERED LANDSCAPE ARCHITECT FOR - 8,95S.F. BASED ON ADDITIONAL INFORMATION. 29 PA - ALLEN&MAJOR ASSOCIATES,INC. �NK 3_A— �104 LA 2 CO � � ���--_ 2. THE LOCATIONS OF EXISTING UNDERGROUND -= UTILITIES ARE SHOWN IN AN APPROXIMATE WAY N 25 LA I r- ONLY AND HAVE NOT BEEN INDEPENDENTLY �N-2 _ VERIFIED BY THE OWNER OR IT'S REPRESENTATIVE. ►A-2 -°� v: THE CONTRACTOR SHALL DETERMINE THE EXACT L LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK,AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH A MIGHT NK- •� •LA FAILURES 0 OCCASIONED LOCABE AN DE PRESERVCE O ANY NK-4 ►A-3 41 _ AND ALL UNDERGROUND UTILITIES. REV DATE DESCRIPTION e 8 PA A PPLICANAOWNER: 3. THE INFORMATION SHOWN ON THIS PLAN IS THE 20 LA `_ SOLE PROPERTY OF ALLEN&MAJOR ASSOCIATES, OLIVER ENTERPRISES,INC. 13 PA INC. IT'S INTENDED USE IS TO PROVIDE 5 HANCOCK STREET 2 CO a INFORMATION. ANY ALTERATION, MISUSE, OR NK-5 31 LA ►A-4 RECALCULATION OF INFORMATION OR DATA WOBURN,MA 01801 � — _ WITHOUT THE EXPRESSED,WRITTEN CONSENT OF ' 30 PA 2 CA ALLEN &MAJOR ASSOCIATES,INC. IS STRICTLY PROJECT: x PROHIBITED. ►A-5 �= 1 BN 4. ALL LANDSCAPED AREAS WITH SHRUBS, TREES, 1429 OSGOOD STREET NK-6 " ALL PROP.SHRUBS, AND PERENNIALS TO HAVE 18" MINIMUM DEPTH SEED GRASS SWALE WITH 2 as TREES,PERRENIALS& OF TOPSOIL. TWO FEET OF TOPSOIL AROUND NORTH ANDOVER,MA a SEED MIXES(1.NEW ENGLAND LAWN AREAS TREES AND SHRUBS DOES NOT INCLUDE AMENDED CONSERVATION/WILDLIFE MIX + (NON-BIORETENTION - PLANTING SOIL WITHIN TREE/SHRUB PIT FOR &2.NEW ENGLAND EROSION ►A-6 _ - AREAS)TO BE IRRIGATED, FULL DEPTH OF ROOTBALLS. SEE PLANTING CONTROL/RESTORATION MIX �eNK-7 + SEE NOTE 19,TYP. DETAILS FOR PLANTING DEPTH AT SHRUBS AND FOR DRY SITES). MIX 2 TREES. ALL AREAS OF LOAM AND SEED OR PROJECT NO. 2351-02 DATE: 04-12-2018 SEED MIXES TOGETHER AT A LOAM & SOD TO HAVE 6" MINIMUM DEPTH OF RATIO OF 50/50&AND \ - TOPSOIL TOPSOIL TO BE TESTED BY SCALE: 1'-20' DWG.NAME: 2351-02 SPREAD AT A RATIO OF 1 LB ►A-7 2 CONTRACTOR,AND APPROVED BY A&M PRIOR TO PER 600 SQ.FT.SEE SEED PURCHASE AND OR PLACEMENT. GENERAL DESIGNED BY: RB/BES CHECKED BY: WK MIX SPECS.ON PLAN L-103. \K-6 Aw CONTRACTOR, DEMOLITION CONTRACTOR, AND \ LANDSCAPE CONTRACTOR TO COORDINATE PROPER ruti'1 B1` o ►A-6 _ DEPTH OF EXISTING MATERIAL REMOVAL ACROSS SITE SO THAT 18" MINIMUM AND 6" MINIMUM c K-9 DEPTHS OF PROPOSED TOPSOIL NOTED ABOVE z PLANTING SCHEDULE-TREES,SHRUBS,GROUNDCOVERS&PERENNIALS . ARE MET AT No ADDITIONAL cosT To OWNER.sEE TOPSOIL DETAIL. ►A-9 5. SEE SHEET L-102 & L-103 FOR ADDITIONAL T T r T Q_ MAJOR \NK-10 LANDSCAPE INFORMATION. LL l�l & M J NTITY BOTANICAL NAME COMMON NAME MIN.SIZE SPACING; COMMENTS ASSOCIATES,INC. FLOWERING&ORNAMENTAL TREES BIORETENTION AREA#3, ►A-10 civil&structural engineering♦land surveving NK-11 SEE SHEET L-103 t - environmental consulting landscape architecture z B&B.MULTI-STEMMED w }v.a f t BN 4 BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 10'-12'HT. AS SHOWN 3 STEM MIN. ` NK-12 ►p-11 z,t 100 COMINIERCE WAY SIP 4 STEWARTIA PSEUDOCAMELLIA JAPANESE STEWARTIA 2.5"-3"CAL. AS SHOWN B&B TREE �vosLRn MA 01801 TEL:(781)935-6889 EVERGREEN TREES \ Eeh:(s1)ss-2s96 Z ` ►A-12 WOBURN.NIA♦1,.\Ar%Il l E.NIA♦MANCHESTER,NH CO 4 CHAMAECYPARIS OBTUSA HINOKI CYPRESS 6'-8'HT. AS SHOWN I B&B ►A-13 ►A-15►A-16 `z THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. o SHRUBS DIG SAFE �K-13 SEED AREA WITH 2 SEED MIXES(1. ►A-14 CLIENT/CDENTSREPRESENTATIVE OR CONSULTANT MAY BE J \ NEW ENGLAND CONSERVATION/ PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC S MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC CA 24 CORNUS ALBA'ELEGANTISSIMA' VARIEGATED TATARIAN DOGWOOD 2.5'-3'HT. AS SHOWN POTTED WILDLIFE MIX&2.NEW ENGLAND U o APPDCATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE NK-14 EROSION CONTROL/RESTORATION o JV 24 JUNIPERUS VIRGINIANA'GREY OWL' GRAY OWL JUNIPER #3 POT AS SHOWN POTTED MAGNETIC,ALLENATMJORASS MODIFIED UNINTENTIONALLY MAY IMOVEALL \ MIX FOR DRY SITES). MIX 2 SEED ►A-17 OTHERWISE,ALLEN&MAIORASSOgATES,INC.MAY REMOVE ALL MIXES TOGETHER AT A RATIO OF ►A-19 INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC TM 24 TAXUS X MEDIA'GREEN WAVE' GREEN WAVE YEW 2'-2.5'HT. AS SHOWN POTTED K-1s CI N\['HIC' ('\LL] MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND N 50 050 1&LB PERP6 SPREAD SQ RATIO ► 6 xo 0 o zo ao so SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF PERENNIALS&ORNAMENTAL GRASSES -1s ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. `SEED MIX SPECS.ON PLAN L-103. v LA 392 LAVANDULA ANGUSTIFOLIA'HIDCOTE' ENGLISH LAVENDER #3 POT AS SHOWN POTTED K-17 DRAWING TITLE: SHEET No. W BEFORE YOU DIG , o PA 364 PENNISETUM ALOPECUROIDES'HAMEUN'I DWARF FOUNTAIN GRASS #2 POT I AS SHOWNI POTTED CALL 811 OR \ ' 1-888—DIG—SAFE LANDSCAPE PLAN L-101 a 1-888-344-7233 ' Cefiyri�h.®20ta'A1trn&h4�AEsccmtes,Inc. Af12f•h.R--d LOAM AND SEEDING NOTES: NOTES: 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 1. ALL SHRUBS SHALL HAVE THE SAME RELATIONSHIP FINISH GRADE 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 PLANT HOLES ARE 50%FILLED AND WATER THOROUGHLY AT COMPLETION. PLANTING AS THEY HAD "RUBRA" FESCUE 4. SHRUB BEDS TO HAVE 24"MIN.OF CONTINUOUS PLANTING SOIL. 10'-0"FOR TREES>3"CAL. AT THE ORIGINAL PAO8'0"FOR TREES 3"CAL.AND NURSERY SETTING.ROOT "BA PRAENTENSIS BARON KENTUCKY 40% 85% 90% UNDER 3"BARK MULCH BARON" BLUEGRASS FLARE SHALL BE 2" 4"EARTH SAUCER WITH 6"MIN.TOPSOIL, BARK MULCH ABOVE FINISH GRADE. LOLIUM PERENNE PALMER PERENNIAL 15% 95% 90% NEW OR EXISTING REMOVE SOIL FROM "PALMER" RYEGRASS TRUNK FLARE OF TREE UT&ROLL DOWN BURLAP TO DETERMINE ACTUAL FESTUCA RUBRA WILMA CHEWINGS 8% 95% 80% REMOVE SOIL FROM PLANTING MIX 3'0"MIN. ®TOP 1/3 OF ROOTBALL ROOTBALL AREA. COMMUTATA WILMA 3"BARK MULCH BACK FILL SEE ���� STEMS TO DETERMINE NOTE 2&3. IF SYNTHETIC,REMOVE 2. BACKFILL WITH PLANTING 4"EARTH SAUCER 3 DI OF WHERE ROOT AREA ENTIRELY. MIX.PLANT MIX TO BE: 1.SEED TO BE SPREAD AT MINIMUM RATE OF 5 LBS.PER 1000 SQ.FT. X A. BEGINS UNDISTURBED SOIL ROOTBALL 50%NATIVE TOPSOIL, ,;s<k.-a•;.h>;.�• OCT BALL s.?.. FINISHED GRADE WITH SLOPED 20%COMPOST(LEAVES& 2.SEEDING TO BE COMPLETED"IN SEASON"BETWEEN APRIL 1 TO JUNE 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 6"MIN.TOPSOIL, ASH)20%PEAT MOSS TO INSTALL EROSION CONTROL MATS ON ALL SLOPES 3:1 AND OVER,HYDROSEED ALL EXPOSED AREAS, ROOT BALL ADD SOIL STABILIZER"FLUX TERRA HP-FGM SOIL STABILIZER"AS MANUFACTURED BY"PROFILE"TO NEW OR EXISTING 10%SAND. ., HYDROSEED(AT RATE OF 3,000 LBS PER ACRE),AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR CUT&ROLL DOW ` BURLAP®TOP Y3 `'rt•>�,,++•�•.�,,,�,�E•,;{s::,,;F> PLANTING MIX � 3. ADD MYCORRHIZA SOIL TO COMPLETE ALL ABOVE"OUT OF SEASON"REQUIREMENTS AND THEN ALSO BE RESPONSIBLE FOR OF ROOT BALL.IF OF 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 COST 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 a 50%FILLED AND WATER LIME AND MOWING AT NO ADDITIONAL COST TO OWNER. (MIN) ROOTBALL UNDISTURBED SOIL u'10 TREE PIT THOROUGHLY AT WITH SLOPED �0 COMPLETION. 3.COMMERCIAL FERTILIZER SHALL BE APPLIED AT THE RATE OF 25 POUNDS PER 1000 SQ.FT.OR AS SIDES 3 POSTS FOR ALL TREES RECOMMENDED BY THE TESTING AGENCY. LIME TO BE SPREAD AT THE RATE OF 100 POUNDS PER 1000 3"CALIPER&OVER SQ.FT OR AS RECOMMENDED BY THE TESTING AGENCY. COMMERCIAL FERTILIZER SHALL BE A COMPLETE SHRUB PLANTING DETAIL FERTILIZER CONTAINING AT LEAST 50%OF THE NITROGEN OF WHICH IS DERIVED FROM NATURAL ORGANIZE Not to SCALE �� 3 X DIA.-1 SOURCES OF UREAFORM. IT SHALL CONTAIN THE FOLLOWING PERCENTAGES BY WEIGHT: NITROGEN(N) ROOTBALL 10%,PHOSPHORUS(P)6%,POTASH(K)4%. LIME SHALL BE AN APPROVED AGRICULTURAL LIMESTONE NOF WITH SLOPED SIDES 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. WAYNE A. KEEFNER 41AWN AREAS TO BE SEEDED BY SOWING EVENLY WITH AN APPROVED MECHANICAL SEEDER AT THE RATE OF No.411313 U DECIDUOUS TREE PLANTING TEN POUNDS PER 1000 SQUARE FEET. IP1111 O �o SEED SEE R NOT TO SCALE 3 5.CONTRACTOR RESPONSIBLE FOR WATERING,MOWING,AND RESEEDING OF LAWN BARE SPOTS UNTIL A `cI . LANDSCAPE UNIFORM,HEALTHY STAND OF GRASS IS ESTABLISHED AND ACCEPTED. PLAN FOR TYPE �}} REGISTERED LANDSCAPE ARCHITECT FOR I I W I J ( OFFSITE COMPACTED ALLEN&MAJOR ASSOCIATES,INC. SCREENED TOPSOIL SEE (NO STONES GENERAL NOTE LARGER #4 ON L-101 THAN 3/8") FOR DEPTHS LANDSCAPE NOTES LOAM AND SODDING NOTES COMPACTED 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF NORTH ANDOVER,MA. SUBGRADE SOILS. AREAS NOTED TO RECEIVE SOD SHOWN ON LANDSCAPE PLAN. 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 I DATE I DESCRIPTION 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES,ANY PERMITTING AGENCIES,AND"DIG-SAFE" BLUEGRASS AND FESCUE MIXES APPROPRIATE FOR BOTH SEMI-SHADED AND AREAS APPLICANT\OWNER: TEXTURE CLASS %OF TOTAL WEIGHT (1-888-344-7233)AT OF SUN. SAND 45%-65% REPRESENTATIVE OF NAY EAST 72 CONFLICTS DNFLICTS HOURSN WRITING. HYBRIDS OF ANY WORK THAT WILL REQUIRE EXCAVATION.CONTRACTOR SHALL NOTIFY THE OWNERS OLIVER ENTERPRISES,INC. SILT 15%-35% HYBRIDS MAY INCLUDE:BLACKSTONE KENTUCKY BLUEGRASS,AWARD KENTUCKY 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 TREES BLUEGRASS OR COMPARABLE AND EQUAL BLUEGRASS HYBRIDS. NOTED AS"SEAL OR SELECTED SPECIMEN"SHALL BE TAGGED AND SEALED BY THE LANDSCAPE ARCHITECT. WOBURN,MA 01801 SIEVE %PASSING 5. ALL TREES SHALL BE BALLED AND BURLAPPED(B&B)UNLESS OTHERWISE NOTED OR APPROVED BY THE OWNER'S REPRESENTATIVE AND 1.SOD SHALL BE HIGH QUALITY,NURSERY GROWN ON CULTIVATED MINERAL PROJECT: AGRICULTURAL SOILS. SOD SHALL BE MOIST,AND MACHINE CUT AT A SIEVE % LANDSCAPE ARCHITECT. UNIFORM SOIL THICKNESS OF AT LEAST%"AT INCLUDETIME OF CUTGWTHTING. NO.4 85-100 6. CONTRACTOR SHALL VERIFY QUANTITIES SHOWN ON PLANT LIST.QUANTITIES SHOWN ON PLANS SHALL GOVERN OVER PLANT LIST. S DSUREMENT SHALLL BEFOR FF EEHICKNESS OF DISEASES,LWEEDS,BARED SPOTS ORPINDSECTS.THAT 1429 OSGOOD STREET 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 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 PROJECT NO. 2351-02 DATE: 0412-2018 2. ALL OFFSITE TOPSOIL 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 COMPLETEALL ABOVE"OUT OF SEASON"REQUIREMENTS AND THEN ALSO BE SCALE: NTS DWG.NAME: 2351-02 FRIABLE SOIL TYPICAL OF CULTIVATED TOPSOILS OF THE LOCALITY. PROTECTED WITH AN EROSION CONTROL BLANKET. RESPONSIBLE FOR RE-GRADING AND RE-SODDING ALL DISTURBED,ERODED, DESIGNED BY: RB BES CHECKED BY: WK OFFSITE SOIL SHALL BE SUITABLE FOR THE GERMINATION OF SEEDS 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 111uruunt;t: 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, W TOPSOIL SHALL BE TAKEN FROM A WELL-DRAINED,ARIABLE SITE, ADDING FERTILIZERS AND LIME AND MOWING AT NO ADDITIONAL COST TO c FREE OF SUBSOIL,LARGE STONES,EARTH CLODS,STICKS,STUMPS, 13.ALL PLANT BEDS AND TREE SAUCERS TO RECEIVE 3"OF PINE BARK MULCH.GROUND COVER AREAS SHALL RECEIVE 1"OF PINE BARK MULCH OWNER. CLAY LUMPS,ROOTS,OTHER OBJECTIONABLE,EXTRANEOUS MATTER OR Z DEBRIS NOR CONTAIN TOXIC SUBSTANCES. 14.ALL DECIDUOUS TREES ADJACENT TO WALKWAYS AND ROADWAYS SHALL HAVE A BRANCHING PATTERN TO ALLOW FOR A MINIMUM OF 7'OF 3.COMMERCIAL FERTILIZER SHALL BE APPLIED AT THE RATE OF 25 POUNDS PER Q 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/LANDSCAPE SPREAD AT THE RATE OF 100 POUNDS PER 1000 SQ.FT OR AS L L E N& MAJOR 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 o AMHERST SOIL TESTING LAB)FOR APPROVAL PRIOR PURCHASEDTO OBTAINING AND A COMPLETE FERTILIZER CONTAINING AT LEAST 50%OF THE NITROGEN OF PLACING IT PRIOR TOTAPPROIL.VAL IBY ANY OWN RP/(L ISLANDSCAPE ARCHITOECT,IT IS AT 16.ACCEPTED.CONTRACTOR RESPONSIBLE FOR WATERING,AND RESEEDING OF BARE SPOTS UNTIL A UNIFORM STAND OF VEGETATION IS ESTABLISHED AND WHICH ISSHALL CONTAIDERIN THEFOLLOWNG NATURAL PERCENTAGES SOURCES WEGHOT:UREAFORM.NITROGEN(N) ASSOCIATES,INC. 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 17.ALL PARKING ISLANDS PLANTED WITH SHRUBS SHALL HAVE 18"OF TOP SOIL.FINISH GRADE SHALL BE EQUAL TO THE TOP OF CURB. AGRICULTURAL LIMESTONE CONTAINING NOT LESS THAN 85%OF TOTAL environmental consulting♦landscape architecture z FALL WITHIN THE REQUIRED SIEVE ANALYSIS,TEXTURAL CLASS, CARBONATES. LIMESTONE SHALL BE GROUND TO SUCH FINENESS THAT 50% w.a 1 I e 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 COM'1tERCE YVAY THE SPECIFICATIONS THROUGH THE ADDITION OF SAND,COMPOST, YvOT-RN MA 01801 U LIMESTONE,OR ALUMINUM SULFATE TO BRING IT WITHIN THE CONSTRUCTION. SIEVE' TEE:(781)935-6889 SPECIFIED LIMITS AT NO ADDITIONAL COST TO THE OWNER. 19.ALL PROPOSED LANDSCAPE AREAS(WITH THE EXCEPTION OF BIORETENTION AREAS)INCLUDING MOWED LAWNS,TREES,SHRUB BEDS,AND 4.CONTRACTOR RESPONSIBLE FOR WATERING,MOWING,AND RE-SODDING ALL Eati:(81)935-2896 z 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 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. WOBURN.NIA♦IIKr%lrrE.NIA♦MANCHESTER,NH z TOPSOIL SHALL CONTAIN BETWEEN 4%AND 8%ORGANIC MATTER OF o REPRESENTATIVE AND LANDSCAPE ARCHITECT.IRRIGATION SYSTEM IS TO BE DESIGNED FOR EFFICIENT WATER USAGE INCLUDING:USE OF DRIP THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. 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 CLIENT/CDENTSREPRESENTATIVE OR CONSULTANT MAY BE GRADATION AND TEXTURE CLASS ABOVE. SENSOR TO SHUT OFF IRRIGATION DURING RAIN EVENTS. PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC S MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC U o APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE 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 MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR o �1 IS ALLOWED WITHIN 18"OF ALL BUILDINGS PER THE LATEST EXECUTIVE OFFICE OF PUBLIC SAFETY AND SECURITY DEPARTMENT OF FIRE SERVICES OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL NOT TO SCALE L INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC 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 DRAWINGS AND NAND ADJACENT MULCH BED. SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN&MAJOR ASSOCIATES,INC.S WORK PRODUCT. ti W DRAWING TITLE: SHEET No. BEFORE YOU DIG o CALL 811 OR 1-888-DIG-SAFE LANDSCAPE PLAN L-1 02 a 1-888-344-7233 Ceg,,iah.®20ta'A1trn h2��r.AEscaates,Inc. Af12h•h.R-s d 1 AC 6 CL 3 CAS SEED ENTIRE BIORETENTION AREA WITH 2 SEED MIXES. ( 71 SEE BIORETENTION k, �x NOTE#2. x � x . + 1 AC A-g - + 1 AC 6 VC \ *A-7 SEED ENTIRE— BIORETENTION AREA WITH 2 SEED 1 AC 2 VC MIXES.SEE BIORETENTION 2 CL SN of NOTE#2. WAYNE A. „ c KEEFNER = 2 CAS *A—g G`�` 2 CAS 'IVNo.4 1i313 rN 1 CL o� 3 ►A-10 ` 2 CAS 2 CL 12 SEED ENTIRE BIORETENTION ►A-11 REGISTERED LANDSCAPE ARCHITECT FOR AREA WITH 2 SEED MIXES. ALLEN&MAJOR ASSOCIATES,INC. dr SEE BIORETENTION NOTE#2. * r 1,A-12 11-A-13 NK-13 BIORETENTION AREAS ##1 & 2 DETAIL PLAN BIORETENTION AREA ##3 DETAIL PLAN SCALE: 1" = 20' SCALE: 1" = 20' REV DATE DESCRIPTION APPLICANT\OWNER: NEW ENGLAND WETLAND PLANTS INC. SEED MIXES: 5 HAER ENTERPRISES,INC. 5 NCOCK STREET (SEE A&M PLAN FOR LOCATION&BIORETENTION&PLAN NOTES FOR PLANT SCHEDULE-BIORETENTION AREAS WOBURN,MA 01801 APPLICATION RATE OF SEED MIXES) PROJECT: SEE SPECIFICATIONS AT WWW.NEWP.COM OR New (Engl d Wetland an ,Inc.549-4000 into®newp.com KEY QUANTITY BOTANICAL NAME COMMON NAME MIN. SIZE SPACING COMMENTS 1429 OSGOOD STREET New W land Wetland Plants,Inc. 820 West Street Amherst,MA 01002 SHRUBS NORTH ANDOVER,MA AC 4 AMELANCHIER CANADENSIS SHADBLOW SERVICEBERRY 5-6'HT. AS SHOWN POTTED NEW ENGLAND CONSERVATION/WILDLIFE MIX: NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR DRY SITES (BY NEW ENGLAND WETLAND PLANTS INC.): CAS 6 CORNUS ALBA'SIBIRICA' RED TWIGGED DOGWOOD 2'-3'HT. AS SHOWN POTTED 1. VIRGINIA WILD RYE ELYMUS VIRGINICUS PROTECT NO. 2351-02 DATE: 0412-2018 2. LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 1. UPLAND BENTGRASS AGROSTIS PERENNANS CL 11 CLETHRA ALNIFOLIA SWEET PEPPERBUSH #5 POT AS SHOWN POTTED 3. BIG BLUESTEM ANDROPOGON GERARDII 2• CANADA WILD RYE ELYMUS CANADENSIS 4. CREEPING RED FESCUE FESTUCA RUBRA 3. CREEPING RED FESCUE FESTUCA RUBRA VC 8 VACCINIUM CORYMBOSUM HIGHBUSH BLUEBERRY #5 POT AS SHOWN POTTED. SELECT 2 SCALE: NTS DWG.NAME: 2351-02 5. SWITCH GRASS PANICUM VIRGATUM 4. ANNUAL RYEGRASS(NATURALIZED) LOLIUM MULTIFLORUM DIFF.VARITIES FOR 6. PARTRIDGE PEA CHAMAECRISTA FASCICULATA 5. PERRENIAL RYEGRASS(NATURALIZED) LOLIUM PERENNE IMPROVED HARDINESS. DESIGNED BY: RB/BES CHECKED BY: WK 7. DEER TONGUE PANICUM CLANDESTINUM 6. LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 8. INDIAN GRASS SORGHASTRUM NUTANS 7• INDIAN GRASSS SORGHASTRUM NUTANS 1',uti 8. SWITCH GRASS PANICUM VIRGATUM 0 9. OX EYE SUNFLOWER HELIOPSIS HELIANTHOIDES �i 10. COMMON MILKWEED ASCLEPIAS SYRIACA ll. SPOTTED JOE PYE WEED EUPATORIUM MACULATUM Z 13. BLUESVERVAND GOLDENROD EUTHAMIAVERBENA AS A AGRAMINIFOLIA BIORETENTION AREA NOTES: Q 14. NEW ENGLAND ASTER ASTER NOVAE-ANGLIAE 15. EARLY GOLDENROD SOLIDAGO JUNCEA 1. EXCAVATION,FILLING AND PLANTING OF BIORETENTION AREA SHALL OCCUR IN THE DRY. WATER LEVELS MAY BE LOWERED IN ALLLN&. MAJOR THE BIORETENTION AREA BY RELYING ON DRY SEASON AND OR DRY SPELLS;OR MAY BE ACCOMPLISHED THROUGH THE USE OF DEWATERING METHODS.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ANY DEWATERING METHODS FOR REVIEW AND (BY NEW ENGLAND WETLAND PLANTS INC) APPROVAL PRIOR TO CONSTRUCTION. WATER FROM ANY DEWATERING OPERATION SHALL BE TREATED TO REDUCE TOTAL ASSOCIATLS INC. EROSION CONTROL/RESTORATION MIX FOR DETENTION BASINS AND SUSPENDED SOLIDS AND BE IN COMPLIANCE WITH STATE AND FEDERAL STANDARDS. a N DIG SAFE MOIST SITES civil&structural engineering♦land surveving A. ELYMUS VIRGINICUS VIRGINIA WILD RYE 2. SPREAD THE FOLLOWING 2 SEED MIXES AT BIORETENTION AREA AS SHOWN ON THE PLAN. environmental consulting♦landscape architecture z o B. FESTUCA RUBRA CREEPING RED FESCUE k F a i t e C. SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM A. NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR 100 COM'11ERCE NVAY' G; Y'OBURN MA 01801 D. ANDROPOGON GERARDII BIG BLUESTEM DETENTION BASINS FOR MOIST SITES(SEE SEED MIX SPECIFICATION TEE:(781)935-e889 E. PANICUM VIRGATUM SWITCH GRASS BELOW) FAN:(781)935-2890 F. VERBENA HASTATA BLUE VERVAIN z G. AGROSTIS SCABRA ROUGH BENTGRASS B. NEW ENGLAND CONSERVATION/WILDLIFE MIX(SEE SEED MIX WOBURN.NIA♦r Kr%111E.NIA♦MANCHESTER,NH H. ASTER NOVAE-ANGLIAE NEW ENGLAND ASTER SPECIFICATION BELOW) C I. EUPATORIUM MACULATUM SPOTTED JOE RYE WEED THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. o BEFORE YOU DIG J. EUPATORIUM PERFOLIATUM BONESET CLIENT/CDENTSREPRESENTATIVE OR CONSULTANT MAY BE CALL 811 OR K. JUPATONCUS UM PES SOFT RUSH MIX BOTH THE 2 SEED MIXES TOGETHER AT A RATIO OF 80%(EROSION CONTROL MIX)/20%(CONSERVATION MIX)AND SPREAD PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC S AT A RATIO OF 1 LB PER 600 SQ.FT. SEED MIXES AVAILABLE FROM NEW ENGLAND WETLAND PLANTS,820 WEST ST., MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC 1-888-DIG-SAFE L. SCIRPUS CYPERINUS WOOL GRASS AMHERST,MA,413-548-8000. LIGHTLY RAKE SOIL TO ENSURE GOOD SEED-TO-SOIL CONTACT. AFTER SEEDING, APPUCKnON TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE N 1-888-344-7233 BIORETENTION AREA TO BE LIGHTLY MULCHED WITH WEED FREE STRAW(USE NO HAY)SO THAT SEED IS KEPT MOIST. MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR O OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL INDICATION OF THE DOCUMENTS 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 PRODUCT. ti U DRAWING TITLE: SHEET No. LANDSCAPE PLAN L-103 Z Cefiyrigh.®20tll R'wh�—,,r.AEscaates,Inc. Att ftr��h(s ftzserved 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) TACK COAT—PROVIDE EMULSIFIED ASPHALT WHICH CONFORMS TO THE CONCRETE TOP COURSE WIDTH VARIES(SEE PLAN) 1/4"TOOLED JOINT REQUIREMENTS OF THE STATE SPECIFICATIONS,DILUTED WITH ONE PART CONSTRUCTION FENCE EQUAL EQUAL WATER TO ONE ONE PART ASPHALT FOLLOWING AASHTO M140/ASTM D997, 1.5"BITUMINOUS 12'-0"MIN. I---- OR AASHTO M208/ASTM D2397,SS—lH,CSS-1,OR CSS-1H. I CONCRETE SLOPE SIDEWALK @ 1/4"PER FOOT MAX.(TYP.) BINDER COURSE EDGE OF TREE TRUNK 5'-0" MAX. SAW CUT EDGESJOINT OF ALL CLEAN 8"GRAVEL BASE DEBRIS AND PROVIDE TACK COAT NOTE: "E' 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. �EXISTING SUB GRAD�� Dn�r wlk%C�� / Ilk 2.IF GROUPS OF TREES ARE TO BE PROTECTED,EXTEND FENCE AROUND EXISTING BASE COURSE PROPOSED BASE COURSE 8.0"GRAVEL BORROW PERIMETER TO CONFORM TO MINIMUM DIMENSIONS FOR TREE SUB BASE TRUNKS AND DRIPLINE. 6'O.C.(TYP.) METAL POSTS MIN. CO 1 0'/ CONSTRUCTION 5 6"X 6"X#10 EXIST7NG GRAVEL BASE \PROPOSED GRAVEL BASE\,�-`,— W.W.F. NOTES: TEMPORARY 1.SIDEWALK TO HAVE TOOLED JOINTS IN A 5'x 5' EXISTING SUB GRADE CONSTRUCTION SEE STANDARD 12"MIN. E7 I I I i=i III I mijt'—�` 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 L-- CONCRETE SIDEWALK KEY CUT TYPICAL PAVEMENT SECTION M 0 T NOT TO SCALE 12 NOT TO SCALE NOT TO SCALE NOT TO SCALE 9 GRATE FILTER FABRIC FO 9 GAUGE BLACK SN OF EROSION CONTROL VINYL FABRIC 2" FILTER A-1 <T> (STAKE MESH YNE A. <> :T> <T> FABRIC EVERY 6 Fr) SEE PAVEMENT TOP COURSE CIVIL <T> SECTION,LANDSCAPING BINDER COURSE 6 N�.41313 OR TRENCH PATCH 1"REBAR FOR LIFTING AND REMOVAL DETAIL AS APPROPRIATE �A L BASE6"POSTS STAKE(TYP) x x STAKED FILTER ORDINARYF 9 GAUG FABRIC FOR MATERIAL COMPACTED IN 6" DUMP STRAP(2) EROSION CONTROL PROFESSIONAL ENGINEER FOR LIFTS TO ACHIEVE MIN. 90%MAX.DRY DENSITY 5'MIN. ALLEN&MAJOR ASSOCIATES,INC. FIBER ROLLS FOR EROSION CONTROL 8"SEWER PIPE SILTSACK 1 SILTSACK 6—0. 3"-5" PAVEMENT R NOTE: 6"X 6"TRENCH LAY FILTER FABRIC IN TRENCH END UP SLOPE AND BACK FILL GRAVEL MECHANICALLY 1. INSTALL SILTSACK PER CONCRETE POST SETTING SECTION X—X COMPACTED IN 6"LIFTS. REV DATE DESCRIPTION MANUFACTURER'S INSTRUCTIONS AND 3'DEPTH MIN.(TYP) RECOMMENDATIONS. EMPTY OR REMOVE IF BELOW GROUNDWATER DI A. LEVEL USE CRUSHED APPLICANT\OWNER: SEDIMENT FROM SILTSACK WHEN RESTRAINT CORD IS NO LONGER STONE COMPACTED IN 6" OLIVER ENTERPRISES,INC. VISIBLE. CLEAN,RINSE,AND REPLACE LIFTS AND ENVELOPED IN 6" 5 HANCOCK STREET AS NEEDED. FIBER ROLLS FORMIRAFI 140N FILTER FABRIC. 2. SILT SACKS TO BE INSTALLED EROSION CONTROL DIA WOBURN,MA 01801 DURING CONSTRUCTION OPERATIONS (STAKE EVERY 3-—4-) 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 \iz NOT TO SCALE 7 V- NOT TO SCALE 6 V- 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: VVK (MIN) 4' CAP UNIT ADHERES GRANITE CURB TYPE VA 4 PROPOSED FINISH(MIN) IMPERVIOUS FILL I1RI'r.xRI,I)M! IC 12"DEEP 6"DIA STEEL PIPE, MASSACHUSETTS GRADE(REFER TO TOP UNIT o 6'LONG(18.97 LB/FT, HIGHWAY DEPARTMENT TO SITE PLANS) CONCRETE ADHESIVE o o 6.625"O.D.)FILLED o 7— WITH 3000 PSI 3"BARK MULCH . CONCRETE PAINTED OR GRASS HOLD MODULAR BLOCK UNITS 4"COMPACTED TOP SOIL O 2'4" o 90-CUT OPTION 3' W/PRIMER AND YELLOW 1"BELOW TOP L(M'I'N) o PAINT. jIN LEDGE DRILL SEE TYPICAL OF CURB 5"COMPACTED GRAVEL ALLLN MAJOR &GROUT TO A PAVEMENT VARIES SECTION DETAIL 6"LOAM @ MIN OF 2' , :I / SEE TYPICAL T WALL HEIGHT RIES TOP OF BERM oo Lr) GRASSED AREAS %, I ASSOCIATLS,INC. 3,125" PAVEMENT DRAINAGE AGGREGATE 12"LOAM @ SEE GRADING PLAN civil&structural engineering gland surveying II SECTION 12"THICK MIN. environmental consulting*landscape architecture PLANTING BEDS VARIES -Yx �v w w.a I I e n m a I o r.c o In S—6" 100 CONINIERCE N17AY WOBURN MA 01801 01ME, 9" 1.25" (MIN) 1500 PSI(MIN) 00—:,— CONCRETE FULL TEL:(781)935-6889 STANDARD SIGN POST LENGTH EACH SIDE ,. -- I FAX:(781)935-2896 NOT TO SCALE 3000 PSI -GRAVE 4"DIA RAVEL~BASE DRAIN PIPE CONCRETE FOOT1111 b 3/4"CRUSHED OUTLET®END OF WALL WOBURN,NIA•I-AKE�ILLS,MA•-NNa IANCHESTER.N LENGTH:AS REQUIRED STONE OR®40'CENTERS MAX. V TYPE A THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. o WEIGHT PER LF:2.50 LBS(MIN) \IMPERVIOUS FILL(TYP) —l'(MIN.) GEOTEXTILE CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC HOLES J"DIAMETER,1"C—C FULL SOIL RADE MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC LENGTH NOT TO SCALE '�EXISTING SUBGRAD�� GRANULAR LEVELING PAD MATERIAL APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE HMSMINIPOSTA UNDISTURBED COMPACTED SUBG STEEL SHALL CONFORM TO ASTM NOTE: 6"THICK MIN. MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR A-499 OR ASTM A-576 OTHERWISE,ALL &MAJOR ASSOCIATES,INC.MAY REMOVE ALL FINISH SHALL BE PAINTED WITH 2 1. STEEL PIPE BOLLARD&CONCRETE FOOTING TO BE USED ON POST INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNE11C COATS OF AN APPROVED MEDIUM 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. NOT TO SCALE 4 NOT TO SCALE 3 NOT TO SCALE 2 NOT TO SCALE Cr DETAILS C-501 10201,1 AN,& A—i—h,, "Pylth AflleghtR,--d NOT USED I I NOT USED I0 NOT USED 9 NOT USED 8 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE SN� �WAYNE� KEEFNER No.413 CIVIL � yS/cam p� FINISHED GRADE, PROFESSIONAL ENGINEER FOR �24� BLE WASHED STONE�ELEVATION VARIES ALLEN&MAJOR ASSOCIATES,INC. FINISH GRADE O!"(2"MIN.) ELEVATION VARIES 9"MIN COVER O.C. 36"MAX.COVER 1 r. 1 a.''� Fes. e _c_AL ? 2"DOUBLE WASHED STONE g'TO 2"'�-C k 1`tT i �.„ -1 4 DIAMETER SCHD.40 PVC LATERAL 0.005 FT FT SLOPE MAINTAIN 24" DOUBLE MINIMUM DEPTH WASHED N ®,�`F - 2FIstR DOUBLE WASHED STONE BELOW IN VERT STONE sE CN VI-W $To} OF DISTRIBUTION N TO 1' WE-T REV DATE DESCRIPTION LINES ——— ———— b OUTLET STANDARD 'ITEM a P 57a + rtR t I 95.0' I APPLICANT\OWNER: 8-eal; urR ML s 24 24 a-EvaR OLIVER ENTERPRISES,INC. (TYPICAL) (TYPICAL) 5 HANCOCK STREET WOBURN,MA 01801 PROJECT: 1429 OSGOOD STREET LEACHING TRENCH CROSS SECTION DISTRIBUTION BOX 6 TYPICAL TRENCH SECTION 5 NORTH ANDOVER,MA NOT TO SCALE NOT TO SCALE NOT TO SCALE PROJECT NO. 2351-02 DATE: 0412-2018 a 1/4"x 1 1/2"LG SCALE: AS NOTED DWG.NAME: 2351-02 g EXPANSION ANCHOR CURBING w ��$� SEE GARAGE PLAN DESIGNED BY: BES CHECKED BY: WK a » a ADA PARKING SIGN PROPOSED PVC SEWER rxt:e.txtaulI! a LEVEL LANDING S=1.00% MIN 10'-0"(MIN) 1:12 MAX 4"WIDE WHITE PROPOSED GRADE ®�x a a ®a ' a.'? SLOPE 12 SLOPE MAX PAINTED LINES(TYP.) a VAN NOTES: g 9 r g o CLEANOUT A L L L N& M AJ O R a 1. STANDARD ADA SPACES SHALL BE 9'(MIN.)CENTER OF STRIPE TO CENTER OF c0 SEE DETAIL NOTES: STRIPE. q�7JOCl p T�� T�7�• � 1. ALL DOMES TO MATCH t � 2. ADA VAN SPACES SHALL BE 9'(MIN.)CENTER OF STRIPE TO CENTER OF � •' IJ jtll �jiV ADA REQUIREMENTS. s s s s1 s=i ": STRIPE, civil$structural engineering land surveying 3. ACCESSIBLE PARKING SPACES AND THEIR STALLS SHALL HAVE 2%MAX. o environmental consulting♦landscape architecture z 1/4"DIA CTSK HOLES 2. CONTRASTING COLOR SLOPE IN ALL DIRECTIONS. I v iv w.a l l e a m a j o r.c o m LAY:-\- W DOMES FOR OFFSITE 6'TRANSITION 2 3 (TYP 12 LOCATIONS) RAMPS TO BE SET BY CURB ADA PARKING STALL CURBING SET FLUSH 10 OBURN MA 01801 LOCAL ADA TRUNCATED DONE TACTILE SYSTEM WITH GUTTER TEL:(781)935-6889 REGULATIONS. FAX:(781)935-2896 1.0 DETECTABLE WARNING STRIP CURBING/WALL z 1 c 24"MINIMUM WIDTH SEE GARAGE PLAN 09O DEG POINTS PER ADA REQUIREMENTS °osuxN,nta•LA ILIA-nta• 3cHesTea,NH 1.20 2.35 .045 HIGH THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. O CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE 79• m PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC 'C.480 500 MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC �\-'I 4"WIDE WHITE U �.I I.� APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE N I PAINTED LINES(TYP.) PVC ADAPTERTPIPER MASS. MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR WITH FLEXIBLE JOINT BUILDING CODE OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL � .1975 INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC Ln 30 MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND 3 0625 I g' I SPEGFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF v 0625 r ALLEN&MAJOR ASSOCIATES,INC. 'S WORK PRODUCT. STANDARD STALL DRAWING TITLE: SHEET No. w TRUNCATED DOME TACTILE SYSTEM DETAIL ADA RAMP AND TRANSITION CURB PARKING STALL BUILDING SEWER SERVICE I Cr NOT TO SCALE NOT TO SCALE 3 NOT TO SCALE 2 NOT TO SCALE DETAILS C-502 a Copyri 10201,1AN,BMaror A-i-Inc A[7 Rtghts R,--d