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Home My WebLink AboutApplication 31968.00 Site Plans_REV2 - - 25 Beechwood Drive GENERAL INFORMATION INDEX OF OWNER ASSOCIATED SHEET SHEET TITLE MAP 34 LOT 50 PROFESSIONALS ALBACADO LIMITED PARTNERSHIP c-1 COVER PO BOX 334 ARCHITECT C-2 NOTES&LEGEND NORTH ANDOVER MA 01845 DENNIS MIRES PA,THE 1 EXISTING CONDITIONS PLAN APPLICANT ARCHITECTS C-3 SITE PREPARATION PLAN MAP 34 LOT 50 697 UNION STREET C-4 SITE LAYOUT PLAN THE STUBBLEBINE COMPANY MANCHESTER,NH 03104 C-5 GRADING&DRAINAGE PLAN ONE CRANBERRY HILL 603-625-4548 C-6 UTILITY PLAN LEXINGTON MA 02421 C-7 LANDSCAPE PLAN PREPARED FOR CMAT ED C-8 STORMWATER MANAGEMENT PLAN THE STUBBLEBINE COMPANY C-9-C-15 DETAILS ONE CRANBERRY HILL LEXINGTON MA 02421 REFERENCE PLANS BY ASSOCIATED PROFESSIONALS RESOURCE LIST L-1 LIGHTING PLAN a A201—A901 ARCHITECTURAL ELEVATIONS PLANNING/ZONING DEPARTMENT 120 MAIN STREET STORAG NORTH ANDOVER,MA 01845 978-668-9535 JEAN ENRIGHT,PLANNING DIRECTOR BUILDING DEPARTMENT BEECHWOOD DRIVE /APPROVALS 120 MAIN STREET NORTH ANDOVER,MA 01845 NORTH ANDOVER, M A NUMBER APPROVED EXPIRES 978-668-9545 PAUL HUTCHINS,INSPECTOR OF TOWN SITE PLAN REVIEW - PENDING — BUILDINGS TOWN VARIANCE — PENDING — PUBLIC WORKS MADEP STORMWATER PERMIT — PENDING — 384 OSGOOD STREET NORTH ANDOVER,MA 01845 MADEP WETLANDS/NOTICE OF - PENDING — 978-685-0950 INTENT JIM STANFORD,DIRECTOR POLICE DEPARTMENT 1475 OSGOOD STREET NORTH ANDOVER,MA 01845 (978) 683-3168 CHARLES GRAY,CHIEF VICINITY PLAN FIRE DEPARTMENT 795 CHICKERING ROAD Ap NORTH ANDOVER,MA 01845 Y 978-688-9590 WILLIAM MCCARTHY,CHIEF a� APPROVED BY THE TOWN OF NORTH ANDOYER PLANNNVO BOARD ON HORIZONTAL SCALE 1"=500' BOARD MEMBER AND 500 250 0 500 BOARD MEMBER SITE DEVELOPMENT PLANS TAX MAP 34 LOT 50 COVER SHEET CLIMATE—CONTROLLED SELF—STORAGE BEECHWOOD DR.,NORTH ANDOVER,MA �MoFy OWNED BY s°ROMW COUVAML E ALBACADO LIMITED PARTNERSHIP CML 140,47003 PREPARED FOR IV, THE STUBBLEBINE COMPANY as�w,u r'tp 1D SCALEi NTS FEBRUARY 10,2021 Civil Engineers 48 Constitution Drive Copyright 2021©Thomas F.Moran,Inc. ova sApF ruc ura Engineers Bedford,NH 03110 Traffic Engineers phone(603)472-4488 48 Constitution Drive,Bedford,N.H.03110 id`. - Land Surveyors All rights reserved.These plans and materials may not be copied, : Landscape Architects Fax(603)472-9747 duplicated,replicated or otherwise reproduced in any form whatsoever '`, Scientists www.tfmoron.cam without the prior written permission of Thomas F.Moran,Inc. n 6 17319 DR FB This plan is not effective unless signed by a duly authorized officer of � REI! DATE DESCR/PAON OR CK E 31 968.0(0 C-1 Thomas F.Moran,Inc. CK I CADFILE 1 31968-00 SITE PLANS GENERAL NOTES GRADING NOTES UTILITY NOTES 1.THESE PLANS ARE PERMIT DRAWINGS ONLY AND HAVE NOT BEEN DETAILED FOR 1. THE CONTRACTOR SHALL PREPARE MAINTAIN,AND EXECUTE A S.W.P.P.P.IN ACCORDANCE 1. LENGTH OF PIPE IS FOR CONVENIENCE ONLY.ACTUAL PIPE LENGTH SHALL BE DETERMINED PROPOSED PROPOSED CONSTRUCTION OR BIDDING. WITH EPA REGULATIONS AND THE PREPARE, GENERAL PERMIT. IN THE FIELD. PROPERTY LINE CONCRETE 2.THESE PLANS WERE PREPARED UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL 2.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO SUBMIT AN eNOI AT LEAST 14 2.ALL PROPOSED UTILITY WORK,INCLUDING MATERIAL,INSTALLATION,TERMINATION, ZONING LINE GRAVEL ENGINEER.TFMORAN,INC.ASSUMES NO LIABILITY AS A RESULT OF ANY CHANGES OR DAYS IN ADVANCE OF ANY EARTHWORK ACTIVITIES AT THE SITE. EXCAVATION,BEDDING,BACKFILL,COMPACTION,TESTING,CONNECTIONS,AND CONSTRUCTION _LL LLLL] EASEMENT NON-CONFORMANCE WITH THESE PLANS EXCEPT UPON THE WRITTEN APPROVAL OF THE SHALL BE COORDINATED WITH AND COMPLETED IN ACCORDANCE WITH THE APPROPRIATE ENGINEER OF RECORD. 3.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THE ACCURACY OF THE REQUIREMENTS,CODES,AND STANDARDS OF ALL CORRESPONDING UTILITY ENTITIES AND BASELINE TOPOGRAPHY AND REPORT ANY DISCREPANCIES TD THE ENGINEER PRIOR TO ANY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SETBACK(STRUCTURE) CONSTRUCTION ENTRANCE 3.ALL IMPROVEMENTS SHOWN ON THE SITE PLAN SHALL BE CONSTRUCTED AND MAINTAINED EARTHWORK BEING PERFORMED ON THE SITE.NO CLAIM FOR EXTRA WORK WILL BE IN ACCORDANCE WITH THE PLAN BY THE PROPERTY OWNER AND ALL FUTURE PROPERTY CONSIDERED FOR PAYMENT AFTER EARTHWORK HAS COMMENCED. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION, SETBACK(PARKING) OWNERS.NO CHANGES SHALL BE MADE TO THIS SITE PLAN WITHOUT THE EXPRESS SIZE,AND ELEVATION OF ALL EXISTING UTILITIES,SHOWN OR NOT SHOWN ON THESE PLANS, SETBACK(LANDSCAPE) SNOW STORAGE APPROVAL OF THE NORTH ANDOVER PLANNING BOARD 4.THE CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT FOR INFORMATION ABOUT PRIOR TO THE START OF ANY CONSTRUCTION.THE ENGINEER SHALL BE NOTIFIED IN SOIL AND GROUNDWATER CONDITIONS.THE CONTRACTOR SHALL FOLLOW THE GEOTECHNICAL WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE PROPOSED CONSTRUCTION AND -------------- GRAVEL ROAD RIPRAP 4.ALL WORK SHALL CONFORM TO THE APPLICABLE REGULATIONS AND STANDARDS OF THE ENGINEERS RECOMMENDED METHODS TO ADDRESS ANY SOIL AND GROUNDWATER ISSUES APPROPRIATE REMEDIAL ACTION BE AGREED TO BY THE ENGINEER BEFORE PROCEEDING EDP EDGE OF PAVEMENT TOWN OF NORTH ANDOVER,AND SHALL BE BUILT IN A WORKMANLIKE MANNER IN THAT ARE FOUND ON SITE. WITH THE WORK.THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT-DIGSAFE"(811) VGC -------------- DRAIN LINE ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.ALL WORK TO CONFORM TO TOWN OF AT LEAST 72 HOURS BEFORE DIGGING. - VERTICAL GRANITE CURB S SEWER LINE NORTH ANDOVER DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS.ALL WORK 5.COORDINATE WITH GEOTECHNICAL/STRUCTURAL PLANS FOR SITE PREPARATION AND OTHER SGC WITHIN THE RIGHT-OF-WAY OF THE TOWN AND/OR STATE SHALL COMPLY WITH APPLICABLE BUILDING INFORMATION. 4.COORDINATE ALL WORK ADJACENT TO PROPOSED BUILDINGS WITH ARCHITECTURAL BUILDING CC - SLOPED GRANITE CURB W WATER LINE STANDARDS.COORDINATE ALL WORK WITHIN THE RIGHT-OF-WAY WITH APPROPRIATE TOWN, DRAWINGS.CONFIRM UTILITY PENETRATIONS AND INVERT ELEVATIONS ARE COORDINATED - CONCRETE CURB G GAS LINE COUNTY,AND/DR STATE AGENCY- 6.COORDINATE WITH ARCHITECTURAL PLANS FOR DETAILED GRADING AT BUILDING,AND SIZE PRIOR TO INSTALLATION. 7 4------- INTEGRATED CONCRETE CURB AND LOCATION OF ALL BUILDING SERVICES. OHE OVERHEAD UTILITY LINE 5.SEE EXISTING CONDITIONS PLAN FOR THE HORIZONTAL AND VERTICAL DATUM. 5.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES OWNING UTILITIES,EITHER BIT BUTIMINOUS ASPHALT CURB LICE UNDERGROUND UTILITY LINE 7.COORDINATE WITH MECHANICAL AND PLUMBING PLANS FOR ROOF DRAIN INFORMATION. OVERHEAD OR UNDERGROUND,WITHIN THE CONSTRUCTION AREA AND SHALL COORDINATE CCB CAPE COD BERM N WATER GATE VALVE 6-SEE EXISTING CONDITIONS PLAN FOR BENCHMARK INFORMATION.VERIFY TBM ELEVATIONS AS NECESSARY WITH THE UTILITY COMPANIES OF SAID UTILITIES.THE PROTECTION OR PRIOR TO CONSTRUCTION. 8.LIMITS OF WORK ARE SHOWN AS APPROXIMATE,THE CONTRACTOR SHALL COORDINATE ALL RELOCATION OF UTILITIES IS ULTIMATELY THE RESPONSIBILITY OF THE CONTRACTOR. TREE LINE WATER SHUTOFF WORK TO PROVIDE SMOOTH TRANSITIONS.THIS INCLUDES GRADING,PAVEMENT,CURBING, 7.CONTACT EASEMENT OWNERS PRIOR TO COMMENCING ANY WORK WITHIN THE EASEMENTS. SIDEWALKS,AND ALIGNMENTS. 6.THE EXACT LOCATION OF NEW UTILITY CONNECTIONS SHALL BE DETERMINED BY THE FLOOD LIGHT CONTRACTOR IN COORDINATION WTH UTILITY COMPANY,COUNTY AGENCY,AND/OR PRIVATE FENCE(CHAIN LINK) UTILITY POLE 8.PRIOR TO COMMENCING ANY SITE WORK ALL LIMITS OF WORK SHALL BE CLEARLY MARKED 9.THE CONTRACTOR SHALL PROVIDE A FINISH PAVEMENT SURFACE FREE OF LOW SPOTS AND UTILITY COMPANY. X X X SILT FENCE IN THE FIELD. PONDING AREAS.CRITICAL AREAS INCLUDE BUILDING ENTRANCE,RAMPS AND LOADING TEST PIT LOCATION AREAS. 7.THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL MANHOLES,BOXES,FITTINGS, 5'CONTOUR 9.SITE WORK SHALL BE CONSTRUCTED FROM A COMPLETE SET OF PLANS,NOT ALL FEATURES CONNECTORS,COVER PLATES,AND OTHER MISCELLANEOUS ITEMS NOT NECESSARILY INFILTRATION TEST LOCATION ARE DETAILED ON EVERY PLAN.THE ENGINEER IS TO BE NOTIFIED OF ANY CONFLICT WITHIN 10.THE SITE SHALL BE GRADED SO ALL FINISHED PAVEMENT HAS POSITIVE DRAINAGE AND DETAILED ON THESE DRAWNGS TO RENDER THE UTILITY INSTALLATION COMPLETE AND 1'CONTOUR THIS PLAN SET. SHALL NOT POND WATER DEEPER THAN 1/4"FOR A PERIOD OF MORE THEN 15 MINUTES OPERATIONAL. SPOT GRADE 10.TFMORAN,INC.ASSUMES NO LIABILITY FOR WORK PERFORMED WITHOUT AN ACCEPTABLE AFTER FLOODING. S.ALL UTILITY COMPANIES REQUIRE INDIVIDUAL CONDUITS.CONTRACTOR TO COORDINATE WITH PROGRAM OF TESTING AND INSPECTION AS APPROVED BY THE ENGINEER OF RECORD. 11.ALL ELEVATIONS SHOWN AT CURB ARE TO THE BOTTOM OF CURB UNLESS OTHERWISE TELEPHONE,CABLE,AND ELECTRIC COMPANIES REGARDING NUMBER,SIZE,AND TYPE OF PARKING COUNT 11.TEMPORARY FENCING SHALL BE PROVIDED AND COVERED WITH A FABRIC MATERIAL TO NOTED.CURBS HAVE A 6"REVEAL UNLESS OTHERWISE NOTED. CONDUITS REQUIRED PRIOR TO INSTALLATION OF ANY CONDUIT. ACCESSIBLE PARKING SYMBOL CONTROL DUST MITIGATION. 12.ALL SIDEWALK AND OTHER CURB REVEALS SHALL BE 6"WITH A TOLERANCE OF PLUS OR 9.SANITARY SEWER SHALL BE CONSTRUCTED TO THE STANDARDS AND SPECIFICATIONS AS MINUS 3/8".WHERE SIDEWALK IS TO BE FLUSH,THE PAVEMENT REVEAL SHALL BE 1/4- SHOWN ON THESE PLANS.ALL SEWER MAINS AND FITTINGS SHALL BE PVC AND SHALL 12.ALL DEMOLITION SHALL INSURE MINIMUM INTERFERENCE WITH ROADS,STREETS,WALKWAYS, WITH A TOLERANCE OF 1/8". CONFORM TO ASTM F 679(SDR 35 MINIMUM).ALL SEWER CONSTRUCTION SHALL BE IN TRAFFIC FLOW ARROW(NOT PAINTED) AND ANY OTHER ADJACENT OPERATING FACILITIES.PRIOR WRITTEN PERMISSION FROM THE ACCORDANCE WITH MASS DEP TITLE V. OWNER/DEVELOPER AND LOCAL PERMITTING AUTHORITY IS REQUIRED IF 13.THE FINISHED GRADE AT BOTTOM OF ALL ACCESSIBLE RAMPS SHALL BE FLUSH WITH CLOSURE/OBSTRUCTIONS TO ROADS,STREET,WALKWAYS,AND OTHERS IS DEEMED PAVEMENT WITH A TOLERANCE OF PLUS OR MINUS 1/4". 10.ON-SITE WATER DISTRIBUTION SHALL BE TO TOWN OF NORTH ANDOVER STANDARDS AND SIGN(SINGLE POST) NECESSARY.CONTRACTOR TO PROVIDE ALTERNATE ROUTES AROUND SPECIFICATIONS.WATER MAINS SHALL HAVE A MINIMUM OF 5.5'COVER.WHERE WATER CLOSURES/OBSTRUCTIONS PER LOCAL/STATE/FEDERAL REGULATIONS. 14.ADJUST ALL MANHOLES,CATCH BASINS,CURB BOXES,ETC.WITHIN LIMITS OF WORK TO PIPES CROSS SEWER LINES A MINIMUM OF 18"VERTICAL SEPARATION BETWEEN THE TWO FINISH GRADE PRIOR TO INSTALLATION OF FINISHED PAVEMENT. OUTSIDE PIPE WALLS SHALL BE OBSERVED.HORIZONTAL SEPARATION BETWEEN WATER AND 13 REFER TO ARCHITECTURAL PLANS FOR LAYOUT OF BUILDING FOUNDATIONS AND CONCRETE SEWER SHALL BE 10'MINIMUM.WHERE A SANITARY LINE CROSSES A WATER LINE,ENCASE ELEMENTS WHICH ABUT THE BUILDING SUCH AS STAIRS,SIDEWALKS,LOADING DOCK RAMPS, 15.ROAD AND DRAINAGE CONSTRUCTION SHALL CONFORM TO THE TYPICAL SECTIONS AND THE SANITARY LINE IN 6"THICK CONCRETE FOR A DISTANCE OF 10'EITHER SIDE OF THE PADS,AND COMPACTOR PADS.DO NOT USE SITE PLANS FOR LAYOUT OF FOUNDATIONS- DETAILS SHOWN ON THE PLANS AND SHALL MEET LOCAL STANDARDS AND THE CROSSING,OR SUBSTITUTE RUBBER-GASKETED PRESSURE PIPE FOR THE SAME DISTANCE. REQUIREMENTS OF THE LATEST MASSDOT STANDARDS. WHEN SANITARY LINES PASS BELOW WATER LINES,LAY PIPE SO THAT NO JOINT IN THE 14 IN THE EVENT OF A CONFLICT BETWEEN PLANS,SPECIFICATIONS,AND DETAILS,THE SANITARY LINE WILL BE CLOSER THAN 3'HORIZONTALLY TO THE WATER LINE. ENGINEER SHALL BE NOTIFIED IMMEDIATELY FOR CLARIFICATION. 16.STORMWATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED TO LINE AND GRADE AS SHOWN ON THE PLANS.CONSTRUCTION METHODS SHALL CONFORM TO MASSDDT STANDARDS. 11.THRUST BLOCKS SHALL BE PROVIDED AT ALL LOCATIONS WHERE WATER LINE CHANCES 15.IF CONDITIONS AT THE SITE ARE DIFFERENT THAN SHOWN ON THE PLANS,THE ENGINEER DIRECTIONS OR CONNECTS TO ANOTHER WATER LINE. SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE AFFECTED WORK. 17.NO FILL SHALL BE PLACED IN ANY WETLAND AREA. 12.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONDUIT AND WRING TO ALL SIGNS AND 16.CONTRACTOR'S GENERAL RESPONSIBILITIES: 18.ALL EXCAVATIONS SHALL BE THOROUGHLY SECURED ON A DAILY BASIS BY THE LIGHTS.CONDUIT TO BE A MINIMUM OF 24"BELOW FINISH GRADE. CONTRACTOR AT THE COMPLETION OF CONSTRUCTION OPERATIONS IN THE IMMEDIATE AREA. A.BID AND PERFORM THE WORK IN ACCORDANCE WITH ALL LOCAL,STATE,AND NATIONAL 13,ALL PROPOSED UTILITIES SHALL BE UNDERGROUND.ALL UNDERGROUND CONDUITS SHALL CODES,SPECIFICATIONS,REGULATIONS,AND STANDARDS. 19.ALL DISTURBED AREAS NOT TO BE PAVED OR OTHERWISE TREATED SHALL RECEIVE 6" HAVE NYLON PULL ROPES. LOAM,SEED,FERTILIZER AND MULCH. B.NOTIFY ENGINEER IN WRITING OF ANY DISCREPANCIES OF PROPOSED LAYOUT AND/OR 14.THE CONTRACTOR SHALL ARRANGE AND PAY FOR ALL INSPECTIONS,TESTING AND RELATED EXISTING FEATURES. 20.DENSITY REQUIREMENTS: SERVICES AND SUBMIT COPIES OF ACCEPTANCE TO THE OWNER,UNLESS OTHERWISE MINIMUM DENSITY- LOCATION INDICATED. C.EMPLOY A LICENSED SURVEYOR TO DETERMINE ALL LINES AND GRADES AND LAYOUT OF 95% BELOW PAVED OR CONCRETE AREAS SITE ELEMENTS AND BUILDINGS. 95% TRENCH BEDDING MATERIAL AND SAND BLANKET BACKFILL 15.PROVIDE PERMANENT PAVEMENT REPAIR FOR ALL UTILITY TRENCHES IN EXISTING ROAD OR 90% BELOW LOAM AND SEED AREAS PAVEMENT TO REMAIN.SAW CUT TRENCH,PAVEMENT AND GRANULAR BASE THICKNESS TO D.THE CONTRACTOR SHALL BE RESPONSIBLE TO BECOME FAMILIAR WITH THE SITE AND -ALL PERCENTAGES OF COMPACTION SHALL BE OF THE MAXIMUM DRY DENSITY AT THE MATCH EXISTING PAVEMENT.OBTAIN ALL PERMITS REQUIRED FOR TRENCHING. ALL SURROUNDING CONDITIONS.THE CONTRACTOR SHALL ADVISE THE APPROPRIATE OPTIMUM MOISTURE CONTENT AS DETERMINED AND CONTROLLED IN ACCORDANCE WITH 16.UNLESS OTHERWISE SPECIFIED,ALL UNDERGROUND STRUCTURES,PIPES,CHAMBERS,ETC. AUTHORITY OF INTENTIONS AT LEAST 48 HOURS IN ADVANCE. ASTM D-1557,METHOD C.FIELD DENSITY TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM D-1556 OR ASTM D-6938. SHALL BE COVERED WITH A MINIMUM OF 18"OF COMPACTED SOIL BEFORE EXPOSURE TO VEHICLE LOADS. E.TAKE APPROPRIATE MEASURES TO REDUCE,TO THE FULLEST EXTENT POSSIBLE,NOISE, DUST AND UNSIGHTLY DEBRIS.CONSTRUCTION ACTIVITIES SHALL BE CARRIED OUT 17.THE PROPERTY WILL BE SERVICED BY THE FOLLOWING: BETWEEN THE HOURS OF 7AM AND 6 PM,MONDAY THROUGH FRIDAY IN ACCORDANCE DRAINAGE PRIVATE WITH THE APPLICABLE MUNICIPAL ORDINANCES AND REGULATIONS OF THE TOWN OF SEWER PRIVATE NORTH ANDOVER,MA. WATER MUNICIPAL GAS COLUMBIA F.MAINTAIN EMERGENCY ACCESS TO ALL AREAS AFFECTED BY WORK AT ALL TIMES. ELECTRIC EVERSOURCE TELEPHONE CONSOLIDATED COMMUNICATIONS G.COORDINATE WITH ALL UTILITY COMPANIES AND CONTACT DIGSAFE(811 OR CABLE COMCAST 888-344-7233)AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION. H.PROTECT NEW AND EXISTING BURIED UTILITIES DURING INSTALLATION OF ALL SITE ELEMENTS.DAMAGED UTILITIES SHALL BE REPAIRED OR REPLACED AT ND ADDITIONAL COST TO THE OWNER. I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND FOR CONDITIONS AT THE SITE.THESE PLANS,PREPARED BY TFMORAN,INC.,DO NOT EXTEND TO OR INCLUDE SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR THEIR EMPLOYEES,AGENTS,DR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK.THE SEAL OF THE SURVEYOR OR ENGINEER HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED INTO THESE PLANS.THE CONSTRUCTION CONTRACTOR SHALL PREPARE OR OBTAIN THE APPROPRIATE SAFETY SYSTEMS WHICH MAY BE REQUIRED BY THE US OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)AND/OR LOCAL REGULATIONS. J. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS.THE CONTRACTOR SHALL USE CAUTION WHEN SCALING REPRODUCED PLANS.IN CASE OF CONFLICT BETWEEN THIS PLAN SET AND ANY OTHER DRAWING AND/OR SPECIFICATION,THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY FOR CLARIFICATIONS. K.VERIFY LAYOUT OF PROPOSED BUILDING FOUNDATIONS WITH ARCHITECT AND THAT PROPOSED FOUNDATION MEETS PROPERTY LINE SETBACKS PRIOR TO COMMENCING ANY FOUNDATION CONSTRUCTION. L.PROVIDE AN AS-BUILT PLAN AT THE COMPLETION OF THE PROJECT TO THE PLANNING DIRECTOR AS REQUIRED PER TOM REGULATIONS. SITE DEVELOPMENT PLANS TAX MAP 34 LOT 50 NOTES&LEGEND CLIMATE-CONTROLLED SELF-STORAGE BEECHWOOD DR.,NORTH ANDOVER,MA �MOFy OWNED BY OUVAL E ALBACADO LIMITED PARTNERSHIP C 11#0.47003 PREPARED FOR THE STUBBLEBINE COMPANY 10 SCALEi NTS FEBRUARY 10,2021 Civil Engineers 48 Constitution Drive Structural Engineers Bedford,NH 03110 Copyright 2021©Thomas F.Moran,Inc. �G sAp, Traffic Engineers Phone(603)472-4488 48 Constitution Drive,Bedford,N.H.03110 id Land Surveyors All rights reserved.These plans and materials may not be copied, Landscape Architect. Fax(603)472-9747 duplicated,replicated or otherwise reproduced in any form whatsoever M0 Scientists www.tfmoran.com without the prior written permission of Thomas F.Moran,Inc. D1 This plan is not effective unless signed by a duly authorized officer of 1 I FB I Thomas F.Moran,Inc. IFE-14 DATE TE DE-SCRI11170N 31968.00 ICKI I CADFILE 1 31968-00 SITE PI ANS C-2 i - �O MAP 34 LOT 42NIP MICROWAVE ENGINEERING CORP 78M-8 1551 OSGOOD ST , Cy IRON ROD 1 NORTH ANDOVER,MA 01845 EL=9379: G RCRD BK.#03531 PG40258IRIt - ' 2Jr � r o p��I•�N�`• 5i f vIRvH t�\Z 6 GB.QX.(FJ J \ Q s V - -! P S/TE N�00 r- 12' 18 \ 11 6G8D.H(FJ Q©DRI/E oS - _ - VICINI SCALE,Nis� PLANp 1 _ w REFERENCE PLANS / I. PLAN OF LAND LOCATED IN NORTH ANDOVER-RECORD OWNERS&APPLICANT-ALFRED F. } COTARINO k JEAN A,M.COTARINO-1755 OSGOOD STREET-NORTH ANDOVER MA-DATED JULY =E1g24} E �N� \\ 17,1996-PREPARED BY CHRISTAINSEN do SERGEI-RECORDED AS ENRD PLAN/12911. 38r___ ,\ K U _-- 352 is _ z - - - 78 `_--_ CA -8uL0\tSG SE /_ 997 TIANSEN ERGI ON FILE WITH THE TOWN OF NORTH . IRON ROD _- ACE E�y `. PREAPRED BY OHRI S - I _ DRAIN _ rf ` _ \ \' AS BUILT _ �� ANODOVERZg LAN i &PROFILE-BEECHWOOD DRIVE LOCATED IN NORTH ANDOVER,MA. DATED 3. E DEVELOPMENT PLANS-ASSESSORS MAP 34 LOT 7-1503 OSGOOD STREET PROPOSED SITE -- -- - j� ` (ROUTE 125)/ORCHARD HILL ROAD-NORTH ANDOVER,MASSACHUSETTS 01845-PREPARED 6 - { G !R(F)�_ --1e"RC--_.- ��- �� 1 \ / FOR HERA DEVELOPMENT CORP.-470 WASHINGTON STREET-BRIGHTON,MA 02135-DATED \ MAY 13,2010,REVISED 1/16/10-PREPARED BY MHF DESIGN CONSULTANTS-RECORDED AS\ �/ ENRD 18333. F z=78&00 ,x� NOTES „- R-30.o0• - 1. OWNER OF RECORD OF MAP 34 LOT 50: ALBACADO LP s \IRICAP(F) I l\ \ \ Po Box 334 D \ \ NORTH ANDOVER,MASSACHUSETTS 01845 r E C, \ 1 l p ` MAP 34 LOT 51 DEED REFERENCE Tp PARCEL IS 8K.4647 PG.289 \�g N NIP 34-50 INDICATES TAX MAP AND LOT NUMBER. p ai \ _,_ 45 BEECHWOOD,LLC n j MAP 34 LOT 50 - w G p�Z 45 BEECHWOOD DRIVE 2.THE PURPOSE OF THIS PLAN IS TO DEPICT THE EXISTING SITE CONDITIONS OF TAX MAP 34 LOT 50 \ O 172,772 SQ.FT. _ - ?_\ NORTH ANDOVER,MA 01845 AS OBSERVED ON NOVEMBER 20&24,2020. RCRD BK.#15099 PG.#176 (3.97 ACRES) 3.PER THE TOWN OF NORTH ANDOVER GIS,THE CURRENT ZONING OF THE PARCEL IS CORRIDOR O EASE Nt / \ \ DEVELOPMENT DISTRICT 3(CO03).NOTED DIMENSIONAL REQUIREMENTS CITED IN THE ZONING BYLAW: o ` DRAINAD MIN.BUILDING SETBACK:15'FRONT,20'SIDE AND 30'REAR FLOOR AREA RATIO;0.75:1 MAXIMUM LOT COVERAGE:70% `H F MAXIMUM BUILDING HEIGHT:45' t � 4.EXAMINATION OF THE FLOOD INSURANCE RATE MAP FOR ESSEX COUNTY,MASSACHUSETTS(ALL JURISDICTIONS),MAP NUMBER 25009CO226F,EFFECTIVE DATE 7/03/2012,INDICATES THAT THE ,`` \\ _ \ \ \ /; i ` SUBJECT PARCEL IS LOCATED WITHIN ZONE X;AREAS NOT SUBJECT TO THE 0.2%ANNUAL PERCENT 4+1v CHANCE FLOOD. �y w� y`� 5.PROJECT DATUM IS MASSACHUSETTS MAINLAND STATE PLANE COORDINATES NAD83/2001, NAVD88(2018),BENCHMARKS WERE SET AS NOTED. 6. EASEMENTS,RIGHTS,AND RESTRICTIONS SHOWN OR IDENTIFIED ARE THOSE WHICH WERE FOUND DURING RESEARCH PERFORMED AT THE ESSEX NORTH COUNTY REGISTRY OF DEEDS.OTHER RIGHTS, EASEMENTS,OR RESTRICTIONS MAY EXIST WHICH A TITLE EXAMINATION OF SUBJECT PARCEL(S) J r / WOULD DETERMINE, 7. THE LOCATION OF ANY UNDERGROUND UTILITY INFORMATION SHOWN ON THIS PLAN IS SUE QUALITY LEVEL D AND DEPICTED APPROXIAMTELY.TFMORAN INC.MAKES NO CLAIM TO THE ACCURACY OR COMPLETENESS OF UNDERGROUND UTILITIES SHOWN. PRIOR TO ANY EXCAVATION ON SITE THE 42"CUP- CONTRACTOR SHALL CONTACT DIG SAFE AT 811. - `v BUILDING SETBACK LINE 1 IV MAP 34 LOT 17 �� -- �"`"'�_ • I t 477..58' f i ti �, 0 1800 OSGOOD STREET,LTC r, ` `� w< :�ti, .�•.. OZZYPROPERTIEs 6 . • '` 1 585'0721 ' 1600 OSGOOD STREET TBM-C ` �,�0 �'_ � _, g l� _ ,�• •. ' NORTH ANDOVER,MA 01845 cONCRFre eouND ry 0 - RCRD BK.#8213 PG.#272 EI=sI.08 "' "• _ - _ MAP 34 LOT 7 NIP - \\ -}. 1 �0� �•` 5 SERVICE BURY,RE -_ 1503 OSGOOD STREET ti • , �% �� •�__ 16 1 NORTH ANDOVER,MA 01845 �'7 -''�•. 1; �� • �: RCRD W-*11775 PG.#296 TAX MAP 34 LOT 50 SURVEY ENDORSEMENT EXISTING CONDITIONS PLAN lTO THE BEST OF MY PROFESSIONAL KNOWLEDGE PROJECT INFORMATION AND BELIEF,THIS PLAN WAS PREPARED BEECHWOOD DR.,NORTH ANDOVER,MA �,,:•�,• FROM PLANS AND DEEDS OF RECORD AND FROM A FIELD SURVEY MADE BY ME ON NOVEMBER 20 AND 24 2020.AND THAT THE WORK WAS PERFORMED IN Of OWNED B�' ACCORDANCE WITH 250 CMR 6.00. ALBACADO LIMITED PARTNERSHIP wD ' PREPARED FOR o\G SAFF WETLAND CERTIFICATION _ _' STUBBLEBINE CO. JURISDICTIONAL WETLANDS SHOWN ON THIS PLAN WERE DELINEATED ON `- SCALES 1`�S0` December 21,2020 NOVEMBER 13,2020 BY CHRISTOPHER K.DANFORTH NH CAS#077. I tL �l� THE WETLANDS WERE DELINEATED ACCORDING TO THE CORPS OF ENGINEERS WETLAND DELINEATION MANUAL(1957)AND THE REGIONAL SUPPLEMENT TO THE CORPS OF ENGINEERS WETLAND DELINEATION Civil Engineers 48 Constitution Drive MANUAL:NORTHCENTRAL AND NORTHEAST REGION,VERSION 2,JANUARY 2012.DOMINANT HYDRIC SOILS WITHIN THE WETLANDS)WERE Structural Engineers Bedford,NH 03110 Copyright 2020®Thomas F.Moran,Inc. .IDENTIFIED USING"FIELD INDICATORS OF HYDRIC SOILS OF THE UNITIED Troffic Engineers Phone(603)472-4488 45 Constitution Drive,Bedford,N.H.03110 1\ STATES"A GUIDE FOR IDENTIFYING AND DELINEATING HYDRIC SOILS, Land Surveyors .H NRCS,VERSION 8.1,2017.DOMINANCE OF HYDROPHYTIC VEGETATION Landscape Architects Fax(603)472-9747 All rights reserved. These plans and materials may not be copied, Fh WAS DETERMINED USING THE USAGE NATIONAL WETLAND PLANT LIST, Scientists www.tfmoran.com duplicated,replicated or otherwise reproduced in any form whatsoever s NWPL 2016 VERSION 3.3 HTTP://WETIAND_PLANTS.USACE.ARMY.MIL 30 15 0 30 without the prior written permission of Thomas F.Moran,Inc. This plan is not effective unless signed b a dutyauthorized officer of PLANT o"' =E' DR MJH Pe 6.2163 P.59^54 P 9 y CONTACT DIG SAFE 72 BUSINESS 6 8.O O SHEET 1 0F 1 Thomas F.Moran,Inc. HOURS PRIOR TO CONSTRUCTIONGraphic Scald RfV DRTE" OESCRIPT/0N OR CK cx JH CADFILE 31968.00 Survey NOTES \ REMOVE CURB t 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATIONS,SIZE,AND s SALVAGE FOR - / ELEVATIONS OF ALL EXISTING UTILITIES,SHOWN OR NOT SHOWN ON THESE PLANS PRIOR TO THE START REUSE i" OF ANY DEMOLITION.THE LOCATIONS SHOWN ON THESE PLANS ARE NOT GUARANTEED BY THE OWNER OR THE ENGINEER.THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES INTERFERING WITH - _ THE PROPOSED DEMOLITION TO DETERMINE APPROPRIATE ACTION TO BE TAKEN BEFORE PROCEEDING - / WITH THE WORK.IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO ANTICIPATE CONFLICTS AND REPAIR EXISTING UTILITIES AS NECESSARY TO COMPLETE THE WORK AT NO ADDITIONAL COST TO THE OWNER. \ - `• - / 2 THE CONTRACTOR SHALL MAINTAIN EMERGENCY ACCESS TO ALL AREAS AFFECTED BY WORK AT ALL 3.THE CONTRACTOR SHALL VERIFY ALL SURVEY INFORMATION IN THE FIELD AND REPORT ANY j WOOD D/■ // - DISCREPANCIES TD THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. BEECHN/ , \ - - 4.EXISTING UTILITY SERVICES TO BE DISCONTINUED ARE TO BE CAPPED AS REQUIRED BY THE RESPECTIVE UTILITY COMPANIES. r \� 5.CONSTRUCTION DEBRIS AND INVASIVE SPECIES SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A - \ REMOVE CURB LEGAL MANNER SALVAGE FOR \- "- _- "-�� p p \ l\ a REUSE / I 6.PRIOR TO THE START OF WORK,THE CONTRACTOR SHALL PLACE ORANGE CONSTRUCTION FENCING AROUND EACH TREE TD BE RETAINED THROUGHOUT CONSTRUCTION.NO STOCKPILES OF MATERIAL ARE PERMITTED WITHIN THE DRIP LINE OF THE TREES TO BE SAVED. - ' - '- 7 CONSTRUCTION CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY IF ANY TREES ARE DAMAGED DURING STABILIZED v ` - NSTR CTION CO U EXIT(TYP.) y / J G RAINA s � D i - - STABILIZED CONSTRUCTION EXIT(TYP.) I INSTALL TEMPORARY ' \f \, SILT FENCE(TYP.) USE- - 001 v, DRAINAGE CA SEMEN LOCATED CAUTION ABOUTTER PRT TO E \� \ CLEAR& � ` GRUB cA _i 0\ O\ ' \ LIMIT OF CLEARING(TYP.) INSTALL TEMPORARY f \ \ \ \ \ = - SILT FENCE`. DOUBLE ROW J� t f _' SITE DEVELOPMENT PLANS X TAX MAP 34 LOT 50 `. SITE PREPARATION PLAN ti CLIMATE—CONTROLLED SELF—STORAGE BEECHWOOD NDOVE MA tA OF 1 i R. NORTH \ OWNED BY FOOBERT F: ` ALBACADO LIMITED PARTNERSHIP DUVAL CML \ \ \ .470 PREPARED FOR ►lp,47063 THE STUBBLEBINE COMPANY 10 _ NA1 r•. \. _ t(" 1D � SCALE.1•■20' FEBRUARY 10,2021 Civil Engineers 48 Constitution Drive Engineers Structural nginee Bedford,NH 03110 Copyright 2021©Thomas F.Moran,Inc. o�c snpF - - -' , \ '_ Engineers 48 Constitution Drive,Bedford,N.H.03110 id i" - Traffic Engine phone(603)472-4488 _. -_ Land Surveyors All rights reserved.These plans and materials may not be copied, Landscape Architects Fax(603)472-9747 9 P Y P HORIZONTAL SCALE 1"=20' duplicated,replicated or otherwise reproduced in any form whatsoever. 20 10 0 20 Scientists www.tfmoran.com without the prior written permission of Thomas F.Moran,Inc. ; �p n 6 TP DR JSH FBThis plan is not effective unless signed by a duly authorized officer of REI! DATE DESCR/PAON OR CK 1 968.00 C-3 Thomas F.Moran,Inc. CK RED CADFILE 31968-00 SITE PLANS ,. SITE DATA -� OWNER OF RECORD OF MAP 34 LOT 50:ALBACADO LIMITED PARTNERSHIP,PO BOX 334,NORTH STOP BAR(TYP.) / ANDOVER MA 01845 DEED REFERENCE TD PARCEL IS BK 467 PG 289 r- SGG AREA OF PARCEL=124,684t SF OR 2.86 ZONED: CDD 3—CORRIDOR DEVELOPMENT DISTRICT 3 PAVEMENT PATCH p EXISTING USE: VACANT .� (TYP) - --- PROPOSED USE: TEMPERATURE CONTROLLED SELF—STORAGE \�/� --- hh y- " THE PURPOSE OF THIS PLAN IS TO CONSTRUCT A THREE STORY,90,000 GSF,CLIMATE CONTROLLED SGC 2p� STOP SIGN SELF—STORAGE BUILDING. 6'TALL CHAIN LINK D DQ/V� //.,,.,, �" m .P_ DIMENSIONAL REQUIREMENTS(CURRENT ZONING) 0o I. FENCE(TYP.) Eb,/w �p REQUIRED: PROVIDED: E '/�O � � � MINIMUM LOT DIMENSIONS: B 30'WIDE DOUBLE LOT AREA 108,900 SF 124.684 SF(2.86t AC) SWING GATE LOT FRONTAGE 250 FT 230f FT(OSGOOD ST) SAWCUT EXIST. / 354f FT(BEECHWOOD DR) PAVEMENT(TYP.) MINIMUM YARD DIMENSIONS: �/ �� y FRONT 15 FT 22 FT SIDE 20 FT 47 FT REAR 30 FT — p Oq � MAXIMUM STRUCTURE DIMENSIONS: SGC -2 �..—��STOP SIGN - BUILDING HEIGHT 45 FT 40t FT OR 131-1 \�� - LOT COVERAGE 70% 41% MINIMUM OPEN SPACE 30% 59% *SEE NOTE 4 REGARDING WETLAND BUFFER IMPACTS N � r ADA RAMP ; PARKING REQUIREMENTS — - (TYP.) �� PARKING SPACES(SEE CALCULATION) 23 SPACES 8 PUBLIC SPACES 18 TENANT SPACES ACCESSIBLE SPACES(REQ'D BY ADA) 1 SPACE 2 SPACES ®� \` PARKING SPACE SIZE 9 FT X 18 FT 9 FT X 18 FT;1OFT X 20FT /R(F) j O /— � � \\ \ AISLE WIDTH 25 FT 25 FT \" PARKING CALCULATIONS o 8'WIDE OUTDOOR A O ACCESS UNIT REQUIRED PARKING RATIO: PROPOSED SIGN LOCATION (TYP) \ STORAGE 1 SPACE PER 4,000 SF OF GROSS FLOOR AREA TOTAL REQUIRED=90,000 GSF/4,000 SF=22.5 OR 23 SPACES 0q DOOR(TYP.) \ LIGHT POLE W/ BOLLARD(TYP.) SINGLE HEAD OA 4 FIXTURE(TYP.)O \ \ 4R \ HANDICAP SIGN ��, NOTES R7-8&R7-8A \\ n a � ADA RAMP(TYP.) �' ,\� 1. BOUNDARY,TOPOGRAPHY,AND WETLANDS INFORMATION SHOWN HEREON IS BASED ON FIELD SURVEY $, ®i pq_ \ PERFOMED BY THIS OFFICE. \\ \\ rp• D HANDICAP SIGN \ R7-8&R7-8A \ 2.WETLAND AND WETLAND BUFFER IMPACTS WILL REQUIRE A FILING OF A DETERMINATION OF MODULAR APPLICABILITY OR A NOTICE OF INTENT APPLICATION TO THE MASSDEP. �O CONCRETE q v \ RETAINING WALL 3.THE LOCATION OF ANY UTILITY INFORMATION SHOWN ON THIS PLAN IS APPROXIMATE.TFMORAN INC. O .y5 \ -r MAKES NO CLAIM TO THE ACCURACY OR COMPLETENESS OF UTILITIES SHOWN.PRIOR TO ANY \ \/ 0 \ �• 1$ _ ��O ��\ ry0. EXCAVATION ON SITE THE CONTRACTOR SHALL CONTACT DIG SAFE AT 1-888-344-7233. �- O S O 0 , .4 � � B T \. vi ao JI �O0O i \ 9c SNOW STORAGE O (TYP) O AREA TYP SIGN LEGEND C SIZE(INCHES) DESIGN 32'WIDE DOUBLE '� rt$ �� _ (COLORING,TEXT SIZE, NO.OF N SWING GATE \ \ \ ; ID SIGN SPACING,SHAPE, SIGNS \ WIDTH HEIGHT RETROFLECTIVITY,ETC.) 6'TALL CHAIN LINK ' FENCE(TYP.) R1-1 STOP 30 30 2 �1 REFER TO THE 2009 MANUAL PNRKING � LIMIT OF CLEARING(TYP.) 1 ON UNIFORM TRAFFIC R7-8 ® 12 18 CONTROL DEVICES(MUTCD) 2 FOR STREETS AND HIGHWAYS \ �i\ 8'WIDE OUTDOOR \ / ACCESS UNIT ,Q- ( 0� TYP.) R7-8P2 n0 ESB eLE 18 9 2 ��.�--- ``�� WALL MOUNTED LIGHT(TYP.) NOTE: �``�,\ \ "• 1. HANDICAP PARKING SIGNS SHALL BE IN ACCORDANCE WITH TOWN OF NORTH ANDOVER STANDARDS \ \ 10'R AND ADA REGULATIONS. 2.PER ADA STANDARDS.A"VAN ACCESSIBLE"PLAQUE DOES NOT RESTRICT USE OF ACCESSIBLE J C SPACES TO VAN USERS ONLY. SITE DEVELOPMENT— . LANS / _ TAX MAP 34 LOT 50 \ SITE LAYOUT PLAN CLIMATE—CONTROLLED SELF—STORAGE BEECHWOOD DR.,NORTH ANDOVER,MA � •\ ——— �No�u OWNED BY ALBACADO LIMITED PARTNERSHIP ROTE sCML PREPARED FOR \ OUVAL NO.47003 N� THE STUBBLEBINE COMPANY 0 JowAL �10 =1 +J 1D SCALE,19■201 FEBRUARY 10,2021 Civil Engineers 48 Constitution Drive Copyright 2021©Thomas F.Moran,Inc. ova sApF - ' , Engineers rs Phone 03 072— Structural Engineers Bedford, 48 Constitution Drive,Bedford,N.H.03110 - ',-' ------- Traffic Engine phone(603)472-4488 _. s -_ Land Surveyors All rights reserved.These plans and materials may not be copied, = Landscape Architects Fax(603)472-9747 9 P Y P HORIZONTAL SCALE 1"=20' duplicated,replicated or otherwise reproduced in any form whatsoever. � Scientists www.tfmoron.cam without the prior written permission of Thomas F.Moran,Inc. ; 20 10 0 20�Wa p n 6 F DR JSH FB — This plan is not effective unless signed by a duly authorized officer of � CK E 31 968.00 C-4 L#.TE DESCR/PAON ORThomas F.Moran,Inc. CK RED CADFILE 31968-00 SITE PLANS Structure Table Structure Table Pipe Table Pipe Table Structure Table Pipe Table Structure Name Structure Details Structure Name Structure Details Pipe Name Size Length Slope Pipe Name Size Length Slope Structure Name Structure Details Pipe Name Size Length Slope RIM=67.49 RIM=66.34 RIM=67.61 Pipe-(17) 6" 13 L.F. 0.60% Pipe-(2) INV IN=61.467 OUTLET 1 Pipe-(26) INV OUT=60,500 Pipe-(1) 24" 10 L.F. 0.00% Pipe-(30) 15" 75 L.F. 0.60% 1500 GAL SEPTIC TANK Pipe-(17) INV IN=63.922 CB 1 Pipe (10) INV IN 61.470 Pipe-(2) 18" 55 L.F. 0.60% Pipe-(31) 15" 14 L.F. 0.60% Pipe 18 INV OUT=63.919 - = - Pipe-(18) 6" 9 L.F. 0.60% Pipe-(1) INV OUT=60.550 RL 1 RIM-65.93 RIM=67.34 Pipe-(10) INV OUT=61.789 Pipe-(3) 15" 52 L.F. 0.98% CLEANOUT2 Pipe-(29) INV IN=62.658 Pipe-(19) 6" 54 L.F. 0.69% RIM=67.18 Pipe-(3) INV IN=63.038 RL 2 RIM=0.00 Pie-(4) 24" 8 L. 000% RIM=67.11 Pipe-(20) 6" 32 L.F. 0.54% CB 2 p .F. . Pipe-(12) INV IN=62.331 Pipe-(12) INV OUT=62.750 D-BOX INLET 1 pipe-(2RI INV IN=63.11D Pipe-(2) INV OUT=61.795 RIM=66.89 Pipe-(5) 24" 99 L.F. 0.50% Pipe-(29) 6" 87 L.F. 0.60% RIM=67.69 RL 3 Pipe-(8) INV OUT=62.750 OUTLET RIM=68.15 CB 3 pipe-(3) INV OUT=63.550 Pipe-(6) 18" 77 L.F. 1.00% Pipe-(17) INV OUT=63.999 RIM=0.00 RIM=66.92 RL 4 Pipe-(9) INV OUT=74.750 Pipe-(7) 15" 87 L.F. 1.00% RIM I 67.88 CB 4 Pipe-(8) INV IN=62.438 SEPTIC TANK OUTLET Pipe-(18) INV IN=63.864 RIM=0.00 Pipe-(8) 15" 31 L.F. 1.00% Pipe-(19) INV OUT=63.767 Pipe-(4) INV OUT=60.550 RL 5 Pipe-(11) INV OUT=74.750 Pipe-(9) 15" 14 L.F. 1,00% RIM=67.20 RIM N 80.06 RIM=79.87 Pipe-(19) INV IN=63.393 CB 5 Pipe-(6) INV IN=73.300 RL 6 Pipe- 10 15" 33 L.F. 0.97% SEWER CLEANOUT 1 Pipe- 20) INV OUT=63.282 Pipe-(5) INV OUT=73.253 Pipe-(13) INV OUT=75.729 P ( ) ( = Pipe-(11) 15" 14 L.F. 1.00% Pipe-(29) INV OUT 63.186 RIM=79.35 Structure-(36) RIM=61.90 CB 6 Pipe-(7) INV IN=74.222 Pipe-(12) 15" 41 L.F. 1,02% Pipe-(9) INV IN=74.609 Pipe-(6) INV OUT=74.066 Pipe-(13) 15" 15 L.F. 1.00% RIM=79.35 Pipe-(14) 15" 30 L.F. 1.00% CB 7 Pipe-(11) INV IN=74.606 Pipe-(14) INV IN=75.200 Pipe-(23) 24"Corrugated HDPE Pipe 88 L.F. 8.49% Pipe-(7) INV OUT=75.093 RIM=79.74 Pipe-(24) 24"Corrugated HDPE Pipe 9 L.F. D.41% DMH 1 Pipe-(13) INV IN=75.576 Pipe-(25) 15"Corrugated HDPE Pipe 6 L.F. 0.87% Pipe-(14) INV OUT=75.499 RIM=65.38 Pipe-(26) 15"Corrugated HDPE Pipe 6 L.F. 1.00% DMH 4 Pipe-(24) INV IN=60.390 Pipe-(27) 15"Corrugated HDPE Pipe 11 L.F. 1.00% Pipe-(24)(1) INV OUT=60.390 RIM=78.25 Pipe-(24)(1) 24"Corrugated HDPE Pipe 8 L.F. 0.76% DMH2 Pipe-(5) INV IN=72.761 Pipe-(23) INV OUT=70.651 RIM=68.17 DMH3 Pipe-(23) INV IN=63.183 Pipe-(24) INV OUT=60.428 DMH4 RIM=0.00 Pipe-(25) INV IN=-4.413 RIM=64.42 DMH5 Pipe-(27) INV IN=60.225 Pipe-(30) INV OUT=60.130 RIM=63.82 DMH6 Pipe-(30) INV IN=59.680 Pipe-(31) INV OUT=59.580 RIM=63.64 HW Pipe-(31) INV IN=59.493 RIM=66.08 INLET 1 Pipe-(1) INV IN=60.550 RIM=66.09 INLET 2 Pipe-(4) INV IN=60.550 INLET 3 RIM=67.90 DEVELOPMENTSITE PLANS Pipe-(24)(1) INV IN=60.331 RIM=0.00 TAX MAP 34 LOT 50 INLET 4 Pipe-(25) INV OUT=-4.358 DRAINAGE SCHEDULE RIM=66.32 CLIMATE-CONTROLLED SELF-STORAGE O.S.1 Pipe-(26) INV IN=60.440 Pipe-(27) INV OUT=60.34o BEECHWOOD DR.,NORTH ANDOVER,MA ��HOFM OWNED BY s° E ALBACADO LIMITED PARTNERSHIP DUVAL CrVPL NO.47003 PREPARED FOR N THE STUBBLEBINE COMPANY 'sroNAlT 1D SCALE,1•■20' FEBRUARY 10,2021 Civil Engineers 48 Constitution Drive Copyright 2021©Thomas F.Moran,Inc. o`c sACF TrafficStructural Engineers Bedford,NH 03110 Engineers 48 Constitution Drive,Bedford,N.H.03110 Land Surveyors Phone(603)472-4488 All rights reserved.These plans and materials may not be copied, Landscape Architects Fax(603)472-9747 9 P Y t HORIZONTAL SCALE 1"=20' Scientists www.tfmoran.com duplicated,replicated or otherwise reproduced in any form whatsoever �- 20 10 0 20 MM without the prior written permission of Thomas F.Moran,Inc. F This plan is not effective unless signed by a duly authorized officer of % "REH11 FB - Thomas F.Moran,Inc. 17a L 31968.00 ADFILE 31B66-00 SITE PLANS C-5A xouxs Hoax ro 72 Ww1M REV DATE DESCR/PT/ON DR CK E NOTES .... ...... 1.ALL WORK SHALL CONFORM TO THE APPLICABLE REGULATIONS AND STANDARDS OF THE TOWN OF NORTH __14 ANDOVER,AND SHALL BE BUILT IN A WORKMANLIKE MANNER IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 2.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE HIMSELF WITH THE SITE AND ALL 4 SURROUNDING CONDITIONS. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION,SIZE AND ELEVATION OF ALL EXISTING UTILITIES,SHOWN OR NOT SHOWN ON THESE PLANS,PRIOR TO THE START OF ANY CONSTRUCTION.THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION BE AGREED TO BY THE ENGINEER BEFORE PROCEEDING WITH THE WORK.THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT"DIGSAFE" (811)AT LEAST 72 HOURS BEFORE DIGGING. DRIVE OD 4.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES OWNING UTILITIES,EITHER OVERHEAD OR wo UNDERGROUND,WITHIN THE CONSTRUCTION AREA AND SHALL COORDINATE AS NECESSARY WITH THE UTILITY SEECH COMPANIES OF SAID UTILITIES.THE PROTECTION OR RELOCATION OF UTILITIES IS ULTIMATELY THE 1. RESPONSIBILITY OF THE CONTRACTOR. 0 5.ROAD AND DRAINAGE CONSTRUCTION SHALL CONFORM TO THE TYPICAL SECTIONS AND DETAILS SHOWN ON THE PLANS,AND SHALL MEET LOCAL STANDARDS AND THE REQUIREMENTS OF THE LATEST MASSDOT STANDARD SPECIFICATIONS FOR ROADS AND BRIDGE CONSTRUCTION AND THE MASSDOT STANDARD STRUCTURE DRAWINGS UNLESS OTHERWISE NOTED. 6 68.50 8.69 6.ALL MANHOLES IN PAVEMENT SHALL HAVE RIMS SET TO FINISH GRADE REGARDLESS OF ANY ELEVATIONS BOW=TAW=8 OTHERWISE SHOWN. 8.69 �_-_-DMH 1 7.ALL EXCAVATIONS SHALL BE THOROUGHLY SECURED ON A DAILY BASIS BY THE CONTRACTOR AT THE COMPLETION OF CONSTRUCTION OPERATIONS IN THE IMMEDIATE AREA_ RL 6 8.THE EROSION CONTROL PRACTICES SHOWN ON THESE PLANS ARE ILLUSTRATIVE ONLY AND SHALL BE DIT SUPPLEMENTED BY THE SITE CONTRACTOR AS NEEDED. CB 7 OW=80 9.COORDINATE WITH MECHANICAL AND PLUMBING PLANS FOR ROOF DRAIN INFORMATION. 94 F7 9-6 t W_ CB 3 10.LIMITS OF WORK ARE SHOWN AS APPROXIMATE.THE CONTRACTOR SHALL COORDINATE ALL WORK TO IR( PROVIDE SMOOTH TRANSITIONS.THIS INCLUDES GRADING,PAVEMENT,CURBING,SIDEWALKS AND -------- ALIGNMENTS. 11.THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND FOR THE CONDITIONS AT THE SITE.WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS.THE 0.00 BO*=BD CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT DISCREPANCIES TO THE ENGINEER. TOW=86 RL 5 12.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THE ACCURACY OF THE TOPOGRAPHY AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO ANY EARTHWORK BEING PERFORMED ON THE SITE.NO CLAIM FOR EXTRA WORK WILL BE CONSIDERED FOR PAYMENT AFTER EARTHWORK HAS 68.00 COMMENCED. 13,VERIFY TBM ELEVATIONS PRIOR TO CONSTRUCTION. BDW=80\ TOW=8B, 14.IN THE EVENT OF A CONFLICT BETWEEN PLANS,SPECIFICATIONS,AND DETAILS,THE ENGINEER SHALL BE O IR'ICA Pff) CB 2 RL 2 NOTIFIED IMMEDIATELY FOR CLARIFICATION. 79.85 \ - \ �' 15.IF CONDITIONS AT THE SITE ARE DIFFERENT THAN SHOWN THE ENGINEER SHALL BE NOTIFIED PRIOR To 66.7 Cf FOUNDATION DRAIN PROCEEDING WITH THE AFFECTED WORK. INV-OUT=61.00 16.THESE PLANS WERE PREPARED UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER. MODULAR TFMORAN INC.ASSUMES NO LIABILITY AS A RESULT OF ANY CHANGES OR NON-CONFORMANCE WITH THESE BW=80 CONCRETE PLANS EXCEPT UPON THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. C, TCW=9D CB 6 RETAINING WALL 68.00 u, 17,TFMORAN INC.ASSUMES NO LIABILITY FOR WORK PERFORMED WITHOUT AN ACCEPTABLE PROGRAM OF 40 0 TESTING AND INSPECTION AS APPROVED BY THE ENGINEER OF RECORD. RL 1 r M. 0 C) 68.00 0�3 BOW=80 CA SC&fCN rI� ANAGE DRI 67581 �A 0 68. F6T3O11 'a�0�, �p RL 4\ 111Z, HOPE 7.26 0�0� 7 100 L.F.,6"HOPE 0� BOW-80 O S=1.00% INLET 1 90 Q__ ti F8 001 STORM'TECH SYSTEM#2 54 MC-3500 CHAMBERS, FOUNDATION N DRAIN DMH��INV.OUT=60.00 BOW=80 OS-2 RIM=67-2 INV.IN=60.55 RIPRA OUTLET INV.OUT=60.55 \APRON(TYP.) � \ \ 68.06 �� \ \ ��\ WEIR EL-64.30 BOW=81 TOW=89 \ \ \_\ \-RL 3 CB HW-2 9.5 INV.0UT=59.�0 79.0 8.0 0 26 L.F.,15"HOPE BOW,=B1 S=4.09% \,TOW=\ 7.3 NLEJ 4 9.5 O.S.1 44 RIM=67.2 INV.IN=60.25 O INV.OUT=60.25 WEIR EL-64.00 OUTLET 1 KOJI H5 76 4 INLET 3 DMH 4 STORMTECH SYSTEM#1 y y 45 MC-3500 CHAMBERS\ 7 V SITE DEVELOPMENT PLANS TAX MAP 34 LOT 50 GRADING&DRAINAGE PLAN vv CLIMATE CONTROLLED SELF STORAGE -- ------------------- BEECHWOOD DR.,NORTH ANDOVER,MA tA OF OWNED BY ALBACADO LIMITED PARTNERSHIP \ \ \ \ DUVAL PREPARED FOR C 11147003 THE STUBBLEBINE COMPANY MAL Ib SCALE:I'm201 FEBRUARY 10,2021, _ Civil Engineers 48 Constitution Drive Structural Engineers Bedford,NH 03110 Copyright 2021 @Thomas F.Moran,Inc. ,,G SA,, Traffic Engineers 48 Constitution Drive,Bedford,N.H.03110 Land Surveyors Phone(603)472-4488 All rights reserved.These plans and materials may not be copied, Fax(603)472-9747 Landscape Architects duplicated,replicated or otherwise reproduced in any form whatsoever HORIZONTAL SCALE 1"=20'20 10 0 20 Scientists www.tfmoran.com without the prior written permission of Thomas F.Moran,Inc. This plan is not effective unless signed by a duly authorized officer of F DR ISH I FB I 31968.00 C-5 L, --I Thomas F.Moran,Inc. „Daps REV. DATE ICKI RED CADFILE1 31968-00 SITE PLANS I DESORWIT101V DR E NOTES LIVE TAP - -- 1. ALL WORK SHALL CONFORM TO THE APPLICABLE REGULATIONS AND STANDARDS OF THE TOWN OF NORTH EXIST.WATERMAIN - --i ANDOVER,AND SHALL BE BUILT IN A WORKMANLIKE MANNER IN ACCORDANCE WITH THE PLANS AND COORD W/WATER Z� SPECIFICATIONS. PROVIDER PRIOR TO .- TIE INTO EXISTING CONSTRUCTION - 2.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE HIMSELF WITH THE SITE AND ALL GAS MAIN /i/ d SURROUNDING CONDITIONS. (BY LIBERTY UTILITIES) �� ,.. � "' 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION,SIZE AND \ ELEVATION OF ALL EXISTING UTILITIES,SHOWN OR NOT SHOWN ON THESE PLANS,PRIOR TO THE START OF i L ANY CONSTRUCTION.THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES FOUND INTERFERING 6N.CLD // / p - / WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION BE AGREED TO BY THE ENGINEER V \ BEFORE PROCEEDING WITH THE WORK.THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT"DIGSAFE" D DR t �OD �61 V - / (811)AT LEAST 72 HOURS BEFORE DIGGING. �N t Ir^ 4.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES OWNING UTILITIES,EITHER OVERHEAD OR Bv PROPOSED CURB UNDERGROUND,WITHIN THE CONSTRUCTION AREA AND SHALL COORDINATE AS NECESSARY WITH THE UTILITY 1 STOP \ COMPANIES OF SAID UTILITIES.THE PROTECTION OR RELOCATION OF UTILITIES IS ULTIMATELY THE =6' RESPONSIBILITY OF THE CONTRACTOR. 5.THE CONTRACTOR SHALL COORDINATE MATERIALS AND INSTALLATION SPECIFICATIONS WITH THE INDIVIDUAL UTILITY AGENCIES/COMPANIES,AND ARRANGE FOR ALL INSPECTIONS. 6.ALL MANHOLES IN PAVEMENT SHALL HAVE RIMS SET TO FINISH GRADE REGARDLESS OF ANY ELEVATIONS OTHERWISE SHOWN. 7.SANITARY SEWER SHALL BE CONSTRUCTED TO THE STANDARDS AND SPECIFICATIONS AS SHOWN ON THESE t p ��_�`- � -� � PLANS.ALL SEWER MAINS AND FITTINGS SHALL BE PVC AND SHALL CONFORM TO ASTM F 679(SDR 35 ti MINIMUM).SANITARY MANHOLES SHALL CONFORM TO NHDES WATER DIVISION WASTEWATER ENGINEERING BUREAU STANDARDS AND SPECIFICATIONS SHOWN HEREON. �00 E EgSEMfN / 8. ON-SITE WATER DISTRIBUTION SHALL BE TD NORTH ANDOVER WATER&SEWER DEPARTMENT STANDARDS pRA1NA / PROPOSED DOMESTIC AND SPECIFICATIONS.WATER MAINS SHALL HAVE A MINIMUM OF 5.5 FEET COVER.WHERE WATER PIPES / RISER W/PROPOSED y \NO &FIRE SERVICE(COORD �� CROSS SEWER LINES A MINIMUM OF 18"VERTICAL SEPARATION BETWEEN THE TWO OUTSIDE PIPE WALLS ---- CONNECTION - W/MEPFP PLANS) "� SHALL BE OBSERVED. HORIZONTAL SEPARATION BETWEEN WATER AND SEWER SHALL BE 10 FEET MINIMUM. �O f� PROPOSED NATURAL GAS SERVICE \� 9.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONDUIT AND WIRING TO ALL SIGNS AND LIGHTS. //R(F)0 - /'3 (COORD W/MEPFP PLANS) �/ CONDUIT TO BE A MINIMUM OF 24"BELOW FINISH GRADE. �- - jrE /��- 10.VERIFY UTILITY CONNECTIONS TO BUILDING WITH ARCHITECTURAL DRAWINGS. �� 00 \Y� /UGE '� 11.ALL EXCAVATIONS SHALL BE THOROUGHLY SECURED ON A DAILY BASIS BY THE CONTRACTOR AT THE -o COMPLETION OF CONSTRUCTION OPERATIONS IN THE IMMEDIATE AREA. / oci s 9P0q \ PROPOSED Opny0, UG TRANSFORMER PAD ; 13.LIMITS OF WORK ARE SHOWN AS APPROXIMATE.THE CONTRACTOR SHALL COORDINATE ALL WORK TO PROVIDE SMOOTH TRANSITIONS.THIS INCLUDES GRADING,PAVEMENT,CURBING,SIDEWALKS AND UGE T�QO PROPOSED �� ALIGNMENTS. E/T/C SERVICES \ 14.THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND FOR THE D-BOX ET 1 \\ �� CONDITIONS AT THE SITE. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT DISCREPANCIES TO THE ENGINEER. OO /R/C4Pff) P q\ a 15.UNLESS OTHERWISE SPECIFIED,ALL UNDERGROUND STRUCTURES,PIPES,CHAMBERS,ETC.SHALL BE COVERED WITH A MINIMUM OF 18"OF COMPACTED SOIL BEFORE EXPOSURE TO VEHICLE LOADS. \S y9(1 O\ ®i =f \00 MODULAR J' Z \\ 1500 GAL SEPTIC TANK CONCRETE RETAINING WALL OUTLET 2 0 ' s s„ �� OUTLET n�a O699 6. 00 mP' Ng GE EASEMENT 2B L.F. S=0 60% S CP O� � y pRAI i o 0 0 Z 01 C - S=0.54% i v�c O T v 0 SEWER CLEANOUT 1 _ �� 0" v Q DMH6 � N. /D MHS\ / �C /r \ — /vSITE DEVELOPMENT PLANS TAX MAP 34 LOT 50 \ \ UTILITY PLAN CLIMATE-CONTROLLED SELF-STORAGE BEECHWOOD DR.,NORTH ANDOVER,MA OWNED BY FOOBERT E ALBACADO LIMITED PARTNERSHIP \\ CML PREPARED FOR \- \ ►a,47003 THE STUBBLEBINE COMPANY NAL vl SCALE:1.20' FEBRUARY 10,2021 ,b� =I \ / Civil Engineers 48 Constitution Drive Structural Engine Copyright 2021©Thomas F.Moran,Inc. o,G SA,, Land Surveyors Engineers Bedford,NH 03110 Traffic Engineers 48 Constitution Drive,Bedford,N.H.03110 '`- --- Phone(603)472-4488 � All rights reserved.These plans and materials may not be copied, HORIZONTAL SCALE 1"=20' Landscape Architects Fax(603)472-9747 duplicated,replicated or otherwise reproduced in any form whatsoever 20 10 0 20 Scientists www.tfmoran.com without the prior written permission of Thomas F.Moran,Inc. �s F DR JSH FB This plan is not effective unless signed by a duly authorized officer of `0, _.= ,sdd F 31968.00 C-6 Thomas F.Moran,Inc. „Daps ram ro cons,a,c,wx REV. DATE DESCR IT/ON DR CK E CK RED CADFILE 31968-00 SITE PLANS LANDSCAPE LEGEND IIl1I ........... SYMBOL QTY BOTANICAL NAME SIZE REMARKS COMMON NAME 2 ACERBOWHALL R.'BOWHALL RED MAPLE' 2 1/CAL.2-TO 3- B&B ............. 2 ACER RUBRUM'RED SUNSET' 2 1/2-TO 3- B&B jrCjjW00D DO .. 'Vic BARK MULCH(TYP.) + RED SUNSET RED MAPLE CAL + 2 GLEDITSIA T.I.'SKYLINE' 2 1/2-TO 3- B&B SKYLINE HONEYLOCUST CAL. PLATANUS ACREIFOLIA'BLOODGOOD' 2 1/2-TO 3- 3 BLOODGOOD LONDON PLANETREE CAL. B&B N LOAM AND SEED ALL DISTURBED AREAS (TYP-) • 4 PYRUS CALLERYANA'NEW BRADFORD' 2 1/2-TO 3- B&B NEW BRADFORD PEAR CAL LOAM AND SEED ALL JUNIPERUS VIRGINIANA 5 51 TO 61 B&B DISTURBED AREAS • EASTERN RED CEDAR TYP.) 7 PICEA PUNGENS S'TO 7' B&B BLUE SPRUCE 10 THUJA PLICATA'GREEN GIANT' 41 TO 51 B&B GREEN GIANT WESTERN ARBORVITAE BARK MULCH(TYP.) o I TSUGA CANADENSIS 2 6'TO 7' B&B CANADIAN HEMLOCK 5 AZALEA'NORTHERN LIGHTS' 3 GAL. CONT. 0 NORTHERN LIGHTS AZALEA A'"i 9 CORNUS BAILEY1 3'TO 4' B&B (TYP BARK MULCH BAILEY DOGWOOD�)\ So 31 HYDRANGEA E.S.'SUMMER CRUSH' 3 GAL CONT. SUMMER CRUSH HYDRANGEA HYDRANGEA PANICULATA'8080' 0,C, tt34 7 5 GAL, CONT. 8080 PANICLE HYDRANGEA JUNIPERUS C.'SEAGREEN' 20 3'TO 4' B&B % SEAGREEN JUNIPER KALMIA LATIFOLIA'PEPPERMINT 10 PEPPERMINT MOUNTAIN LAURELO O \ '\`\ +�+� \! ��•, - -...... 18 TO 24" B&B 6 MYRICA PENSYLVANICA 5 GAL. CONT. NORTHERN BAYBERRY PHYSOCARPLIS OPULIFOLIUS'COPPERTINA' 16 5 GAL. CONT. COPPER11NA NINEBARK \ \ �, ,\ \ \`., (".� RHODODENDRON'LEE'S DARK PURPLE' 9 LEE'S DARK PURPLE RHODODENDRON 3 TO 4 B&B RHODODENDRON'PJM' 6 18"TO 24" B&B PJM RHODODENDRON 6 THUJA 0.'SMARAGD' 5'TO 6' B&B EMERALD GREEN ARBORVITAE 15 TAXUS MEDIA'NIGRA' ` \ '' `, `\ �_-... DARK SPREADING YEW 18'TO 24* B&B VIBURNUM P.T.'SHOSHONI' 16 SHOSHONI DOLIBLEFILE VIBURNUM 5 GAL CONT. \ R LANDSCAPE CALCULATIONS + BARK MULCH(TYP.) R.C.W LANDSCAPE STRIP: REQUIRED:1 TREE PER 30'OF NEW AND EXISTING ROADWAYS(325')/30'=11 TREES. PROVIDED:11 TREES ALONG BEECHWOOD DRIVE AND EXISTING TREES SHALL MEET REQUIREMENT ALONG OSGOOD STREET. PARKING LOT LANDSCAPE: REQUIRED:MINIMUM 6'WIDE STRIP WITH TREES AND SHRUBS DENSELY PLANTED TO CREATE AN IMPERVIOUS SCREEN AT LEAST IV HIGH AT TIME OF PLANTINGS SCREENING REQUIREMENT: \ * � FRONT:10*NEAREST THE STREET OR FRONT LOT LINE MUST BE LANDSCAPED AND SHALL NOT INTERFERE WITH SIGHT DISTANCE. SIDE:5'NEAREST THE SIDE LOT LINE REAR:10'NEAREST THE REAR LOT LINE \ * LOAM AND SEED ALL BUILDING FOUNDATION:MINIMUM 3'WIDE LANDSCAPE STRIP ALONG ENTIRE LENGTH OF EACH DISTURBED BUILDING FOUNDATION WALL WHEN AVAILABLE. a \\ (TYP-) AREAS LANDSCAPE NOTES 11 SEE DETAIL SHEET FOR LANDSCAPE NOTES AND PERTINENT DETAILS. 110, SITE DEVELOPMENT PLANS TAX MAP 34 LOT 50 .............16 It LANDSCAPE PLAN ICUMATE-COMM011M SELF-STORAGE BEECHWOOD DR.,NORTH ANDOVER,MA fit/$//" .��.�.s. OWNED BY ALBACADO LIMITED PARTNERSHIP PREPARED FOR THE STUBBLEBINE COMPANY lilt SCALE,19m20l FEBRUARY 10,2021, \�1- /,' Civil Engineers 48 Constitution Drive Copyright 2021®Thomas F.Moran,Inc, o\0 SAPP Strucral Engineers Bedford,NH 03110 48 Constitution Drive,Bedford,N.H.03110 Traffictu Engineers Lond Phone(603)472-4488 Landscape Architects Surveyors Fax(603)472-9747 All rights reserved.These plans and materials may not be copied, HORIZONTAL SCALE 1"=20 duplicated,replicated or otherwise reproduced in any form whatsoever 20 10 0 20 Scientists www.ffmorcin.com i without the prior written permission of Thomas F.Moran,Inc. This plan is not effective unless signed by a duly authorized officer of -31968.00 C-7 REV DA 7F DESCRIP77aV L CK RED CADFILE 1 31968-00 SITE PLANS Thomas F.Moran,Inc. I DR I TE SNVId 311S 00-996L2 3-1IA0V0 431111,0, -,296 A-7s -OUI-UDJOVq-j GDUUOq "I. 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T y _ WOOD_ CH pR R GALEON GWC WALL MOUNTED LIGHT _ i NOT TO SCALE G \ 4 /RICAP(F) _. 2 �9 - GLEON GALLEON LED-POLE MOUNTED - \ A f" \ / NOT TO SCALE 34 �o � —CID '0 h'A o mG 0 \ \ - - i 2 2 STEEL POLES -SSS SQUARE STRAIGHT STEEL NOT TO SCALE _ o z \ � O lc �^ SITE DEVELOPMENT PLANS TAX MAP 34 LOT 50 LIGHTING PLAN CLIMATE—CONTROLLED SELF—STORAGE _ BEECHWOOD DR.,NORTH ANDOVER MA OWNED BY ROBERTE OUVAL ALBACADO LIMITED PARTNERSHIP 3 CML PREPARED FOR ►io.47003 _ THE STUBBLEBINE COMPANY � N NAL SCALE. FEBRUARY 10,2021 \ Civil Engineers 48 Constitution Drive Copyright 2021©Thomas F.Moran,Inc. ova sAp, �' - ers rs Bedford,NH 03110 Structural Engineers d Co Constitution Drive,Bedford,N.H.03110 - --- Traffic Engine Phone(603)472-4488 s -_ Land Surveyors All rights reserved.These plans and materials may not be copied, = Landscape Architects Fax(603)472-9747 9 P Y t HORIZONTAL SCALE 1"=20' duplicated,replicated or otherwise reproduced in any form whatsoever 20 10 0 20 Scientists www.tfmoran.com without the prior written permission of Thomas F.Moran,Inc. ; �p n 6 F DR JSH FB This plan is not effective unless signed by a duly authorized officer of REI! DATE DESCR/PAON OR CK E 31 968.00 Thomas F.Moran,Inc. CK RED CAOFILE 31968-00 SITE PLANS BACKFILL AND COMPACT 50'MIN. EXISTING F TRENCH AFTER INSTALLATION 4"OVERLAP EROSION CONTROL NOTES CONSTRUCTION SEQUENCE NOTES OR 4 TIMES THE CIRCUMFERENCE OF THE LARGEST PAVEMENT n (MIN.) CONSTRUCTION VEHICLE TIRE,WHICHEVER IS GREATER DURING CONSTRUCTION AND THEREAFTER,EROSION CONTROL MEASURES ARE TO BE IMPLEMENTED AS NOTED: 1.INSTALL STABILIZED CONSTRUCTION ENTRANCE. 6- 1.INSTALLATION OF SILTATION FENCES AND OTHER EROSION CONTROL MEASURES SHALL BE COMPLETED PRIOR TO 2-CUT AND CLEAR TREES WITHIN AREA OF DISTURBANCE UNLESS OTHERWISE NOTED. EXISTING-'GROUND STONE 12"MIN.. /n' THE START OF SITE WORK IN ANY GIVEN AREA.PREFABRICATED SILTATION FENCES SHALL BE INSTALLED ACCORDING STAPLE 12" TO THE MANUFACTURER'S RECOMMENDATIONS. 3-CONSTRUCT TEMPORARY AND PERMANENT EROSION CONTROL FACILITIES PRIOR TO ANY EARTH MOVING OPERATION- MOUNTABLE BERM :YON CENTER 2-SILTATION FENCES AND OTHER EROSION CONTROL MEASURES SHALL BE KEPT CLEAN DURING CONSTRUCTION AND 4 ROUGH GRADE SITE OR PHASED WORK AREA.ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER GRADING. FILTER CLOTH (OPTIONAL) REMOVED WHEN ALL SLOPES HAVE A VEGETATIVE COVER OF GREATER THAN 85%.EROSION CONTROL MEASURES .ALL DISTURBED AREAS SHALL BE STABILIZED NO LATER THAN 72 HOURS AFTER CONSTRUCTION ACTIVITY CEASES. (SPUN BOUND 1135 MIRAFI PROFILE SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EVERY RAINFALL. IF EARTHWORK TEMPORARILY CEASES ON A PORTION OF OR THE ENTIRE SITE,AND WILL NOT RESUME WITHIN 21 60OX OR EQUIVALENT) PC STAPLE 12" 3.EXISTING VEGETATION 15 TO REMAIN UNDISTURBED WHEREVER POSSIBLE. DAYS,THE AREA SHALL BE STABILIZED. ILI 6"OVERLAP ------ ON CENTER 4.THE AREA OF LAND EXPOSED AND THE TIME OF EXPOSURE SHALL BE MINIMIZED.ALL DISTURBED AREAS SHALL BE AN AREA SHALL BE CONSIDERED STABILIZED IF: (MIN.) LU STABILIZED WITHIN 72 HOURS AFTER FINAL GRADING. A)BASE COURSE GRAVELS HAVE BEEN INSTALLED IN AREAS TO BE PAVED; cc B)A MINIMUM OF 85%VEGETATED GROWTH HAS BEEN ESTABLISHED; 5.ALL DISTURBED AREAS SHALL HAVE A MINIMUM OF 4'OF LOAM.ACCEPTABLE SEED MIXES ARE AS FOLLOWS: C)A MINIMUM OF 3"OF NON-EROSIVE MATERIAL SUCH STONE OR RIPRAP HAS BEEN INSTALLED,OR 10'MIN. D)EROSION CONTROL BLANKETS HAVE BEEN PROPERLY INSTALLED. z. EXISTING PARK SEED MIX MIN.135 LBS/ACRE: TYPICAL STAPLE 33%CREEPING RED FESCUE (MIN.45 LBS/ACRE) 5.CONSTRUCT CULVERTS,RIP-RAP AND OTHER DRAINAGE FACILITIES ACCORDING TO PLAN.THE CONTRACTOR SHALL GROUND ZL 3"-6"STONE-7 NO.11 GAUGE WIRE STABILIZE ALL DITCHES,SWALES,AND PONDS/BASINS PRIOR TO DIRECTING FLOW TO THEM. 42%PERENNIAL RYEGRASS (MIN.55 LBS/ACRE) 4"LOAM&SEE STAPLE 12"' 21%KENTUCKY BLUEGRASS (MIN.30 LBS/ACRE) 6.INSTALL ALL UNDERGROUND UTILITIES. 57< CENTER 4%REDTOP (MIN.SCRs/ACRE) J 7.CONSTRUCT BUILDING. n n TEMPORARY LAWN MIX:(MIN.47 LBS/ACRE) 1.5" 100%ANNUAL RYE 8.CONSTRUCT PARKING AND FINISH GRADE SITE ACCORDING TO PLAN.ALL SLOPES SHALL BE STABILIZED PLAN VIEW IMMEDIATELY AFTER GRADING. li SLOPE SEED(WE)MIX 11 OR GREATER SLOPES(MIN.105 LBS/ACRE) 38%CREEPING RED FESCUE (MIN.40 LBS/ACRE) 9.INSPECT AND MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL MEASURES PERIODICALLY AND IMMEDIATELY NOTES NOTES 32%PERENNIAL RYEGRASS (MIN,35 LBS/ACRE) AFTER STORM EVENTS. 1.FILTER CLOTH WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE SURFACE. 5%REDTOP (MIN.5 LBS/ACRE) 1.BEGIN AT THE TOP OF BLANKET INSTALLATION AREA BY ANCHORING BLANKET 5%ALSIKE CLOVER (MIN.5 LBS/ACRE) 10.COMPLETE PERMANENT SEEDING AND LANDSCAPING. 2.WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS IN A 6"DEEP TRENCH.BACKFILL AND COMPACT TRENCH AFTER STAPLING. 5%BIRDSFOOT TREFOIL (MIN,5 LBS/ACRE) .11 REMOVE TEMPORARY EROSION CONTROL MEASURES ONCE ALL AREAS ARE STABILIZED WITH A SUITABLE STAND OF THE ENTRANCE. IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5,1 SLOPES WILL BE PERMITTED. 2.ROLL THE BLANKET DOWN THE SWALE IN THE DIRECTION OF THE WATER FLOW. 3%LANCE-LEAF COREOPSIS (MIN.3 LBS/ACRE) GRASS,PAVEMENT OR COMPACTED GRAVELS. 3.THE EDGES OF BLANKETS MUST BE STAPLED WITH APPROX.4 INCH OVERLAP WHERE 3%OXEYE DAISY (MIN.3 LBS/ACRE) 3.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING 3%BUTTERFLY WEED (MIN.3 LBS/ACRE) -REFER TO THE STORM WATER MANAGEMENT PLAN FOR EROSION CONTROL MEASURES AND SPECIFIC INFORMATION. OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS 2 OR MORE STRIP WIDTHS ARE REQUIRED. 3%BLACKEYED SUSAN (MIN.3 LBS/ACRE) CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.ALL SEDIMENT 4.WHEN BLANKETS MUST BE SPLICED DOWN THE SWALE,PLACE BLANKET END OVER 3%WILD LUPINE (MIN.3 LBS/ACRE) SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. END WITH 6 INCH(MIN-)OVERLAP AND ANCHOR DOWN SLOPE BLANKET IN A 6 INCH DEEP TRENCH. SLOPE SEED MIX 3:1 4.WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. OR GREATER SLOPES(MIN.9D LBSACRE)� WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN 5.BLANKET SHALL BE NORTH AMERICAN GREEN SC-150 OR APPROVED EQUAL. 44%CREEPING RED FESCUE (MIN.40 LBS/ACRE) GENERAL NOTES APPROVED SEDIMENT TRAPPING DEVICE. 38%PERENNIAL RYEGRASS (MIN.35 LBS/ACRE) 6%REDTOP (MIN.5 LBS/ACRE) 5.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN STORM EVENT. 6%ALSIKE CLOVER (MIN,5 LBS/ACRE) 1.ALL IN PAVEMENT MANHOLES SHALL HAVE RIMS SET TO FINISH GRADE REGARDLESS OF ANY ELEVATIONS OTHERWISE BLANKET SLOPE PROTECTION 6%BIRDSFOOT TREFOIL (MIN.5 LBS/ACRE) SHOWN. USDA - SCS STABILIZED FOR EROSION CONTROL NOT TO SCALE A. PLACING LOAM ON SITE 2.WHERE DEPTH OF COVER IS LESS THAN 3 FEET CLASS V REINFORCED CONCRETE PIPE SHALL BE USED. CONSTRUCTION ENTRANCE a. ALL SUBGRADE ELEVATIONS SHOULD BE UNIFORMLY GRADED TO RECEIVE LOAM AND SHALL BE 3.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES OWNING UTILITIES,EITHER OVERHEAD OR UNDERGROUND, INSPECTED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO PLACEMENT OF LOAM. WITHIN THE CONSTRUCTION AREA AND SHALL COORDINATE AS NECESSARY WITH THE UTILITY COMPANIES OF SAID b. PLACE LOAM TO FORM A MINIMUM DEPTH OF 4"WHEN ROLLED,UNLESS OTHERWISE INDICATED. UTILITIES.THE PROTECTION OR RELOCATION OF UTILITIES IS ULTIMATELY THE RESPONSIBILITY OF THE CONTRACTOR. NOT SCALE c. ALL DEPRESSIONS EXPOSED DURING THE ROLLING SHALL BE FILLED WITH ADDITIONAL LOAM. FLAP FOLDS OVER B. SEED BED PREPARATION 4.THE CONTRACTOR SHALL MAINTAIN EMERGENCY ACCESS TO ALL AREAS AFFECTED BY HIS WORK AT ALL TIMES. TO ENCLOSE GRATE AFTER FINISH GRADING AND JUST BEFORE SEEDING,THE AREAS TO BE SEEDED SHALL BE LOOSENED T - TO PROVIDE A ROUGH,FIRM BUT FINELY PULVERIZED SEEDBED.THE INTENT IS A TEXTURE CAPABLE 5.ALL EXCAVATIONS SHALL BE THOROUGHLY SECURED ON A DAILY BASIS BY THE CONTRACTOR AT THE OF RETAINING WATER,SEED AND FERTILIZER WHILE REMAINING STABLE AND ALLOWING SEED TIME TO COMPLETION OF CONSTRUCTION OPERATIONS IN THE IMMEDIATE AREA. GRATE-______ GERMINATE.SEED SHALL BE APPLIED TO THE CONDITIONED SEEDBED NOT MORE THAN 48 HOURS 6.EROSION CONTROL SYSTEMS SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT IN AFTER THE SEEDBED HAS BEEN PREPARED. ACCORDANCE WITH APPLICABLE NHDES STANDARDS.THESE DETAILS SERVE AS A GUIDE ONLY. VELCRD CLOSURE 6.LIME AND FERTILIZER SHALL BE INCORPORATED INTO THE SOIL PRIOR TO OR AT THE TIME OF AT THE TIME OF 7.REFER TO THE TOWN STANDARD DETAILS.LATEST REVISION,FOR ADDITIONAL INFORMATION AND CRITERIA. > SEEDING.A MINIMUM OF 2 TONS PER ACRE OF AGRICULTURAL LIMESTONE AND 500 LBS.PER ACRE OF 10-20-20 A SERVICES RECOMMENDATIONS. 7.HAY MULCH OR JUTE MATTING SHALL BE USED WHERE INDICATED ON THE PLANS.A MINIMUM OF 1.5 TONS OF 9-THE SMALLEST PRACTICAL AREA SHALL BE DISTURBED DURING CONSTRUCTION,BUT IN NO CASE SHALL EXCEED 5 FERTILIZER SHALL BE APPLIED.SEEDING PRACTICES SHALL COMPLY WITH LOCAL USDA SOIL CONSERVATION 8-THE CONTRACTOR SHALL STABILIZE ALL DITCHES,SWALES,AND PONDS PRIOR TO DIRECTING FLOW TO THEM. MULCH PER ACRE SHALL BE APPLIED.MULCH SHALL BE ANCHORED IN PLACE WHERE NECESSARY.JUTE MATTING ACRES AT ANY ONE TIME BEFORE DISTURBED AREAS ARE STABILIZED- LIFTING STRAPS SHALL BE LAID IN THE DIRECTION OF RUNOFF FLOW AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S ALLOW EASY DANDY BAG O INSTRUCTIONS. 1-3/4%1-3/4"0'MINIMUM MOVEMENT OF PATENTED WOOD STAKE OR APPROVED EQUAL UNIT WITH GRATE 8.PERMANENT OR TEMPORARY COVER MUST BE IN PLACE BEFORE THE GROWING SEASON ENDS.WHEN SEEDED AREAS ARE MULCHED,PLANTINGS MAY BE MADE FROM EARLY SPRING TO EARLY OCTOBER.WHEN SEEDED AREAS SILT FENCE MIRAFI 100X DANDY BAG TM ARE NOT MULCHED,PLANTINGS SHOULD BE MADE FROM EARLY SPRING TO MAY 20 OR FROM AUGUST 15 TO OR APPROVED EQUAL SEPTEMBER 15.NO DISTURBED AREA SHALL BE LEFT EXPOSED DURING WINTER MONTHS. 36"MINIMUM WIDTH 9.WATER SHALL BE USED FOR DUST CONTROL IN APPROPRIATE AREAS. COMPOST FILLED SILT SOCK 2%2"WOOD STAKE (12"-18"TYP.) 3"-4" PLACED 10'O.C. WORK SECTION A-A AREA OVERWINTER STABILIZATION 4-fIIIINSTALLATION FLOW 1. PERMANENT STABILIZATION CONSISTS OF AT LEAST 85%VEGETATION,PAVEMENT/GRAVEL BASE OR RIPRAP. U OVER SO THAT OPEN END IS UP. PULL UP SACK.TUCK FLAP IN,PRESS FLOWIII STAND GRATE ON END. PLACE DANDY BAG OVER GRATE AND ROLL GRATE VELCRD STRIPS TOGETHER. BE SURE END OF GRATE IS COMPLETELY TIME OF WORK SUSPENSION UNLESS FULLY PROTECTED WITH MULCH. COVERED BY FLAP OR DANDY BAG WILL NOT WORK PROPERLY. HOLDING 2.DO NOT EXPOSE SLOPES OR LEAVE SLOPES EXPOSED OVER THE WINTER OR FOR ANY OTHER EXTENDED PERSPECTIVE VIEW HANDLES,CAREFULLY PLACE DANDY BAG WITH GRATE INSERTED INTO CATCH 3.APPLY HAY MULCH AT TWICE THE STANDARD RATE(150 LBS.PER 1,000 SF).THE MULCH MUST BE WORK AREA DOWNHILL BASIN FRAME. THICK ENOUGH SUCH THAT THE GROUND SURFACE WILL NOT BE VISIBLE AND MUST BE ANCHORED. TOP OF SIDE 4.USE MULCH AND MULCH NETTING OR AN EROSION CONTROL MULCH BLANKET DR MIX FOR ALL SLOPES GIRD MAINTENANCE WITH A STIFF BRISTLE BROOM OR SQUARE POINT SHOVEL REMOVE SILT& GREATER THAN 8%OR OTHER AREAS EXPOSED TO DIRECT WIND. PROTECTED OTHER DEBRIS OFF SURFACE AFTER EACH EVENT. REMOVE FINE 5-INSTALL AN EROSION CONTROL BLANKET IN ALL DRAINAGE WAYS(BOTTOM AND SIDES)WITH A SLOPE AREA MATERIAL FROM INSIDE ENVELOPE AS NEEDED. GREATERTHAN 3%. TOP OF GROUND B"EMBEDMENT (CONTACT DANDY PRODUCTS INC.1-800-591-2284) II 6. FENCE P057 SEE THE VEGETATION MEASURES FOR MORE INFORMATION ON SEEDING DATES AND TYPES. ff z DANDY BAG DETAIL NOTES PLACE 4"OF FABRIC SILT FENCE-M CATCH BASIN EROSION PROTECTION NOT TO SCALE 1.SILT SOCK SHALL BE FILTREXX�SILTSOXXw OR APPROVED EQUIVALENT. ALONG TRENCH AWAY UNDISTURBED WINTER CONSTRUCTION FROM PROTECTED AREA FLOW GROUND VVVV 2.SEE SPECIFICATIONS FOR SOCK SIZE AND COMPOST FILL BACKFILL AND TAMP IN ADDITION TO THE OTHER NOTES CONTAINED ON THIS PLAN,THE FOLLOWING MUST BE IMPLEMENTED: REQUIREMENTS. z 1. WINTER EXCAVATION AND EARTHWORK SHALL BE COMPLETED AS SUCH THAT NO MORE THAN 1 ACRE OF 3.SILT SOCK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM SITE DEVELOPMENT PLANS EVENTS,AND REPAIR OR REPLACEMENT SHALL BE PERFORMED AS FILTER CLOTH THE SITE IS WITHOUT STABILIZATION AT ANY ONE TIME. NEEDED. 8"EMBEDMENT TAX MAP 34 LOT 50 2.AN AREA WITHIN 100 FEET OF A PROTECTED NATURAL RESOURCE MUST BE PROTECTED WITH A DOUBLE ROW OF SEDIMENT BARRIER. 4.COMPOST MATERIAL SHALL BE DISPERSED ON SITE,AS DETERMINED BY SECTION DETAIL SHEET 3.TEMPORARY MULCH MUST BE APPLIED WITHIN 7 DAYS OF SOIL EXPOSURE OR PRIOR TO ANY STORM THE ENGINEER. SILT FENCE EVENT,BUT AFTER EVERY WORKDAY IN AREAS WITHIN 100 FEET FROM A PROTECTED NATURAL RESOURCE. SILT SOCK CLIMATE-CONTROLLED SELF-STORAGE 4.AREAS THAT HAVE BEEN BROUGHT TO FINAL GRADE MUST BE PERMANENTLY MULCHED THE SAME DAY. NOT TO SCALE NOT TO SCALE BEECHWOOD DR.,NORTH ANDOVER,MA 5.IN THE EVENT OF A SNOWFALL GREATER THAN 1 INCH(FRESH OR CUMULATIVE),THE SNOW SHALL BE tNOFN OWNED BY REMOVED FROM THE AREAS DUE TO BE SEEDED AND MULCHED. 6.LOAM SHALL BE FREE OF FROZEN CLUMPS BEFORE IT IS APPLIED. COUVAL F- o ALBACADO LIMITED PARTNERSHIP 7.A DITCH THAT WILL BE CONSTRUCTED DURING THE WINTER MUST BE STABILIZED WITH RIPRAP. LUSE 1 1/2 2*STONE C PREPARED FOR .47003 THE STUBBLEBINE COMPANY NAL 10 lb SCALE.AS SHOWN FEBRUARY 10,2021, L=THE DISTANCE SUCH THAT POINTS \�\\\\\\ "- Civil Engineers 48 Constitution Drive A AND B ARE OF EQUAL ELEVATION Structural Engineers Bedford,NH 03110 Copyright 2021©Thomas F.Moran,Inc. Traffic Engineers 48 Constitution Drive,Bedford,N.H.03110 Land Surveyors Phone(603)472-4488 All rights reserved.These plans and materials may not be copied, Landscape Architects Fax(603)472-9747 duplicated,replicated or otherwise reproduced in any form whatsoever STONE CHECK DAM Scientists www.tfmoran.com without the prior written permission of Thomas F.Moran,Inc. NOT TO SCALE DR PWH F13 This plan is not effective unless signed by a duly authorized officer of F,31 9 6 8.0 Co C-9 Thomas F.Moran,Inc. Rf-V DATE Of-SC21P170N DR CK RED CADFILE 31968-OD DETAILS FINISH GROUND SLOPE AND MATERIAL VARIES 2"THICK SEE SITE AND GRADING PLANS BITUMINOUS CONCRETE SIDEWALK 5-0" 1%MIN. 2%MAX. BITUMINOUS CURBING i"- - (SEE DETAIL) CRUSHED PAVING COURSES GRAVEL MHD M1.03.0 3.5"BIT.CONIC.PAVEMENT - TYPE PLACED IN 2 LAYERS, \\\\\\\\\\\ SEE FRAME AND GRATE DETAIL FLAT TOOL JOINT ON TOP COUOURSE(1.5")OVER BINDER \ ALL EXPOSED BRICK FACE OF CURBING COURSE(2.0') \\\ NOTES: \\\\ STANDARD PARKING FINISH GRADE SEE FRAME AND GRATE DETAIL FINISH GRADE WITH GRANITE OR LOT OR RonownY 1.REMOVE ALL LOAM,CLAY,MUCK,STUMPS,AND -\\\\ K RU J SECTION(SEE DETAIL) CAST IRON FRAME SET OTHER IMPROPER PAVEMENT FOUNDATION MATERIAL CONCRETE CURBING BANK RUN ON FULL BED OF MORTAR FINISH GRADE FF 1I\''. GRAVEL ITEM 304.2 `�� AND SEALED WITH MORTAR. CAST IRON FRAME SET WITHIN 2'OF SUBGRADE. REPLACE WITH COMPACTED ��; GRANULAR FILL MATERIAL ACCEPTABLE TO APPROVING 1 _ o TO GR DE WITH ANDFSEALED WITH MMORTAR. u ,. AGENCY. COMPACTION TO BE AT LEAST 95%OF ADJUSTA STANDARD PROCTOR. Nw 1 24 fa H 2C MINIMUM, RD RED IC 12"MAX. z \ ADJUST TO GRADE WITH BITUMINOUS SIDEWALK ao w o HARD RED BRICK— (CONCRETE2.BITUMINOUS CONCRETE TO MEET MHD M3.11.03 0 u� COLLARS AND r "-'z ° a BARREL BLOCKS ARE NOT a w e 2C MINIMUM,12"MAX- \�\_>��\\\\�`\- 3.BASE COURSE TO BE TYPE B GRAVEL BORROW NOT TO SCALE aoo ° a ACCEPTABLE.) �zo w o BARREL COLLARS AND ARE NOT MHD M1.03.0 a o0 z ° a ACCEPTABLE.) 18"BASE COURSE MHD M1.03.8 o ACCEPTABLE SUBGRADE 5"MINIMUM WALL THICKNESS ° a FLAT TOOL JOINT ON AS DETERMINED (8"IF UNREINFORCED) ° 0 48"MINIMUM ALL EXPOSED BRICK BY THE ENGINEER. 0 5"MINIMUM WALL THICKNESS w w (8"IF UNREINFORCED) 0 48"MINIMUM of TYPICAL PAVEMENT SECTION "" END OF PIPE TO BE a w �` NOT TO SCALE SLOPE AND MATERIAL VARIES 6"CURB REVEAL FLUSH WITH INSIDE WALL >5 FLOW w o -- SEE SITE AND GRADING PLANS z END OF PIPE TO BE a w WEARING COURSE FLUSH WITH INSIDE WALL 6" HOT BITUMINOUS CONCRETE PAVEMENT a - a LOW FINISH GROUND w SEAL AROUND PIPES WITH BINDER COURSE " NON-SHRINK MORTAR FLUSH SEAL ALL FACTORY PRECAST 1 HOT BITUMINOUS CONCRETE PAVEMENT --- --- WITH STRUCTURE ° w � SEAL AROUND PIPES WITH �T __! JOINTS W/BITUMINOUS SEAL a " 0 °a NON-SHRINK MORTAR FLUSH �1 0 0 SEAL ALL FACTORY PRECAST N ° WITH STRUCTURE JOINTS W/BITUMINOUS SEAL12 C,o'A w o 0 1 KZw �wU ti CRUSHED o_ 0 EXISTING SUBGRADE OR o o �_ GRAVEL STANDARD PARKING m COMPACTED FILL d a w EXISTING SUBGRADE OR LOT OR ROADWAY e SECTION(SEE DETAIL) a COMPACTED FILL BANK RUN ` 6 MINIMUM - 1 GRAVEL -l-`�'� \ \ DRAINAGE STONE m CO a 6 MINIMUM - \ �� DRAINAGE STONE 12" 6"TO 8" \\ NOTE:ALL PRECAST SECTIONS SHALL CONFORM TO ASTM C-478 \. CONCRETE(CLASS A) CATCH BASIN NOTE:ALL PRECAST SECTIONS SHALL CONFORM TO ASTM C-478 TOP OF CONCRETE TO BE FLUSH WITH ASPHALT BINDER COURSE CONCENTRIC CONE NOT TO SCALE CATCH BASIN MAXIMUM LENGTH OF STRAIGHT ECCENTRIC CONE(FOR USE IN CURBED AREAS) NOT TO SCALE RADIUS FOR STONES WITH RADIUS FOR STONES WITH MAXIMUM CURB STONES-18" SQUARE JOINTS RADIAL JOINTS LENGTH MINIMUM LENGTH OF STRAIGHT 16'-28' 1'-6" CURB STONES-8' 29'-41' 2' 42'-55' SEE 3' MAXIMUM LENGTH OF STRAIGHT 56'-68' CURB SECTIONS ON RADII 4' CURB STONES LAID ON CURVES 2-13/16 C-C 69'-82' DETAIL 5' SEE CHART 3-3/4" 83'-96' 6' 97'-110' 7' ADJOINING STONES OF STRAIGHT OVER 110' 8' CURB LAID ON CURVES SHALL w`o HAVE THE SAME OR APPROX- a n n a OO w 00 IMATELY THE SAME LENGTH. j 12 B B 4 CURB 1 SLOPED GRANITE C U R B 30"STANDARD MANHOLE O0 <a 8"HIGH CAST IRON FRAME AND COVER FLAT TOOL JOINT ON F EMBEDDED IN CONCRETE NOT TO SCALE H-20 LOADING SET ALL EXPOSED BRICK o 00 21 SEE FRAME AND COVER DETAIL FINISH GRADE g"CAST IRON FRAME SET WATERWAY OPENING GRATE FOR DOUBLE GRATE, ON FULL BED OF MORTAR 2.55 SQ.FT. IF NECESSARY AND SEALED WITH MORTAR. 21-1 2" DMIT FLANGE ON 0O ADJUST TO GRADE WITH - ONE SIDE ON EACH 29" FRAME 0O HARD RED BRICK- a. 8 2C MINIMUM,12"MAX. "a. 12" PLAN VIEW (CONCRETE COLLARS AND I SINGLE GRATE PLAN VIEW BARREL BLOCKS ARE NOT C EAR 6-CLASS AA CONCRETE(4000 ACCEPTABLE.) OPENING NOTE: DOUBLE GRATE PSI)SLAB REINFORCED WITH ALL SECTIONS SHALL BE 19" (IF APPLICABLE) #4 AT 12"M.E.W. 8"PRECAST SLAB SECTION PSI).CLASS LCIRCUMFERENTIAL 5-1/8 UT � CTO BE SYMMETRICAL • ' 18"BASE COURSE MHD M1.03.B 48"MINIMUM ATE 0.12 SQC I IN.EPER NT SL F.IN ALL 5/ OBRIICKGR SERSR(IFTREQUIRED) 8' l l O,Y�1�>HALL BE � IN 5"MINIMUM WALL THICKNESS SECTIONS AND SHALL BE 8" 4_7/g" III �__� SEE STRUCTURE DETAILS (8"IF UNREINFORCED) 3 PLACED IN THE CENTER w= THIRD OF THE WALL. w m> THE TONGUE OR THE z w GROOVE OF THE JOINT 2 1/2" 2 1/2" F �0 SHALL CONTAIN ONE LINE od �F �' � >ao' OF CIRCUMFERENTIAL GRATES TO BE of- 4000#CLASS B PORTLAND CEMENT " w REINFORCEMENT EQUAL CAST IRON 2"THICK w o NOTE: CONCRETE PAVEMENT 4. cwii TO OA2 SQ.IN.PER L.F. P4"xP4" w TOOLED EXPANSION JOINT TO BE w PLACED 5'O.C.AND 1/2"THICK WIRE MESH REINFORCEMENT OPENING m FABRIC EXPANSION JOINT 20'O.C. (MIN.SPACING 6"x6"-W2.9xW2.9) SEAL ALL FACTORY PRECASTCONCRETE PAD JOINTS W/BITUMINOUS SEAL SEAL AROUND PIPES WITH SECTION B—B IN MORTAR FLUSH NOT TO SCALE o WITH STRUCTURE W'woo FRAME AND GRATE 2 - END OF PIPE TO BE w o'o 4' - w.Z NOT TO SCALE FLUSH WITH INSIDE WALL a�in FLOW a 12"GRAVEL BORROW ASPHALT PAVEMENT m (MHD 1.03.8) CRUSHED GRAVEL EXISTING SUBGRADE OR STANDARD PARKING °." COMPACTED FILL 1� 12" LOT OR ROADWAY �\�� ""12 STONE CRUSHED BANK RUN_ SECTION(SEE DETAIL) j\\\ /\j j\\ DEVELOPMENTSITE PLANS 1 FINISHED GRADE \\ �'\\�` GRAVEL // � //// COMPACTED SUBGRADE SIZE VARIES NOTE:ALL PRECAST SECTIONS SHALL CONFORM TO ASTM C-478 TAX MAP 34 LOT 50 � \ 2" 6"x 6"W.W.F.(1.4 x 1.4) DETAIL SHEET CONCRETE CURB AT SIDEWALK . . D R A CLIMATE—CONTROLLED SELF—STORAGE SLAB TOP NOT TO SCALE NOT TO SCALE BEECHWOOD NDOVE MA 2 �� .:,.,...:.• .. .. 16" ,:;; DR. NORTH A R NOP�` OWNED BY 2#5 REBAR TOP AND 10"COMPACTED a ROSEA TE c Bo'TTOM CONT.(T1P.) GRAVEL BORROW , Q A ALBACADO LIMITED PARTNERSHIP MHD M1.03.B CONDUIT TO BE LOCATED PRIOR s CIVIL PREPARED FOR ENT COMPACTED SUBGRADE SEEPELECTO TIRICALOPLANSCRETE �o M0.47003 N THE STUBBLEBINE COMPANY 4000 PSI CONCRETE �w+u rD� NOTE: lb SCALE:AS SHOWN FEBRUARY 10,2021 CONSTRUCTION JOINTS ARE TO BE AT 5'INTERVALS (PAD SHALL CONFORM TO EVERSOURCE STANDARDS) TRANSFORMER PAD DETAIL Civil Engineers 48 Constitution Drive Structural Engineers Bedford,NH 03110 Copyright 2021©Thomas F.Moran,Inc. Traffic Engineers 603 48 Constitution Drive,Bedford,N.H.03110 NOT TO SCALE Land Surveyors phone( )472-4488 All rights reserved.These plans and materials may not be copied, Landscape Architects Fax(603)472-9747 duplicated,replicated or otherwise reproduced in any form whatsoever Scientists www.tfmoran.com without the prior written permission of Thomas F.Moran,Inc. F DR PWH FB This plan is not effective unless signed by a duly authorized officer of ' 31968.00 C-1 0 Thomas F.Moran,Inc. REV DA IE DESC1?/P7701V DR CK E CK RED CADFILE 31968-00 DETAILS 4"LOAM&SEED STANDARD PAVEMENT SECTION(SEE DETAIL) REDI—ROCK 4"LOAM&SEED C6 BARE R GND. 18x28"x46" �\-'�� _ CONDUCTOR HANDHOLE TOP UNIT T GROUND LEVEL \�� ' t - GROUND LUG7BUSHING ANCHOR BOLT COVER i�� WITH POLE FURNISHED WITH POLE SUITABLE MATERIAL SHALL BE THE NATURAL t SEALING FITTING WITH GROUNDING MATERIAL EXCAVATED DURING THE COURSE 1.. 3/4"CHAMFER OF CONSTRUCTION, BUT SHALL ES OF PAVEMENT,EXCLUORGANDE , BUSHINGS AND SUITABLE GLAND TERMINATE ALIES i HEIGHT AS DETERMINED BY POWER CO. IN A GROUND 1-1/4" j/\� z \�'\�'` — 1"PVC SLEEVE MATTER,TOP SOIL, ALL WET OR SOFT UTILITY POLE FOR GROUNDING F ` IMPERVIOUS FILL MUCK,PEAT OR CLAY,ALL EXCAVATED �� LEAVE SUFFICIENT SLACK TO REACH 12"DEEP LEDGE MATERIAL,AND ALL ROCKS OVER 6" TOP OF POLE w I IN THE LARGEST DIMENSION,OR ANY I COMPACTED SAND(ITEM 304.1) 2'-0" CONDUCTOR REDI—ROCK MATERIAL WHICH,AS DETERMINED BY THE ---•: FROM SPR GLIN TO 12 RIGID STEEL CONDUIT PAVEMENTFINISHED GOROCONCRET18"x28"x46" FREE—DRAINING BACKFILL IN j E) ENGINEER,WILL NOT PROVIDE SUFFICIENTlw z OVER PIPE(MINMIDDLE UNIT PLACED TO 12"DEPTH SUPPORT OR MAINTAIN THE COMPLETED ANCHOR BOLT(4REQ'D) 3 I BEHIND WALL CONSTRUCTION IN A STABLE CONDITION. .; .," '��'��\��`�� '� SUITABLE MATERIAL SHALL BE PLACED IN 3/4'CLEAN CRUSHED -CAD WELD r FURNISHED WITH POLE STONE "'`\C' �`� REDI—ROCK NON WOVEN 12"LIFTS AND COMPACTED TO 98% 4� 6 VERTICAL BARS®6"O.C.AND#4 -` FROM 6"BELOW PIPE TO 18"x28"x46' GEOTEXTILE FABRIC STANDARD PROCTOR DENSITY. HORIZONTAL TIES®12"O.C. BOTTOM UNIT I SPRINGLINE(MIN) 12" `�.� z `t j PVC TO RIGID STEEL GROUND LEVEL _ UNDISTURBED SOIL m� -- DIAMETER VARIES CONDUIT ADAPTOR ? ALL CONDUIT INSIDE OF z, m 12 12 PVC CONDUIT TO LIGHTING GRADE6 CU GND. �\ SHALL BE GALVANIZED CONCRETE POLE BASES I (MIN) (MIN) CONTROL CABINET —_— — L RIGID STEEL AND ALL 3ELBOWS SHALL BE A MIN. 4"DIA.PERFORATED HOPE (MIN) 36"RADIUS. DRAIN PIPE IN FILTER SOCK CFINISH OUTLET®END OF WALL OR O 40'CENTERS MAX. SCH.40 PVC SCH.40 PVC MAXIMUM UNREINFORCED STORM DRAIN TRENCH LEVELING PAD 6'-6"MIN. POLE BASE SHALL BE WALL HEIGHT: - NOT TO SCALE SURROUNDED BY UNDISTURBED 4'-6"WITH 28"UNITS 6"COMPACTED STRUCTURAL FILL (VARIES BASED SOIL OR BACKFILL COMPACTED 7'-6'WITH 41'UNITS 12 28"UNIT NHDOT ITEM 304.3 UNPAVED PAVED ON SOIL TO 95%DENSITY OF T CONDITIONS) SURROUNDING UNDISTURBED SOIL. (OPT.41"UNIT) STANDARD PAVEMENT 4 LOAM&SEED ROUND CONCRETE POLE BASE SECTION(SEE DETAIL) NOTE: CONDUIT SIZE AS INDICATED ON DRAWINGS. NOTE:RETAINING WALL FINISH BY OWNER 7 SONG TUBE FORMED CONCRETE 24^ WORK BY ELECTRICAL CONTRACTOR REDI-ROCK RETAINING WALL �� SERVICE POLE RISER MIN. UNREINFORCED SCALE: 1/2"=1'-0" NOT TO SCALE - 3/4"0 10'-0"LONG SUITABLE MATERIAL SHALL BE THE NATURAL COPPER WELD GROUNDING MATERIAL EXCAVATED DURING THE COURSE al _� WARNING TAPE AS REQUIRED ROD(LIGHTNING PROTECTION) OF CONSTRUCTION,BUT SHALL EXCLUDE .....I. ....... � BY UTILITY COMPANY DEBRIS,PIECES OF PAVEMENT,ORGANIC MATTER,TOP SOIL,ALL WET OR SOFT COMPACTED SAND(ITEM LIGHT POLE BASE STANDARD PAVEMENT MUCK,PEAT OR CLAY,ALL EXCAVATED ""''" 304.1)FROM SPRINGLINE TO 4"LOAM&SEED SECTION(SEE DETAIL) LEDGE MATERIAL,AND ALL ROCKS OVER 6• 12"OVER PIPE(MIN) NOT TO SCALE IN THE LARGEST DIMENSION,OR ANY c_- _ MATERIAL WHICH,AS DETERMINED BY THE ��FF—��—��---"-�� ENGINEER,WILL NOT PROVIDE SUFFICIENT 3/4"CLEAN CRUSHED ARM MOUNTED LAMP NOTES SUPPORT OR MAINTAIN THE COMPLETED - STONE FROM 6"BELOW CONSTRUCTION IN A STABLE CONDITION. PIPE TO SPRINGLINE(MIN) 1.FIXTURES MUST BE GROUNDED IN ACCORDANCE WITH LOCAL SUITABLE MATERIAL SHALL BE THE NATURAL SUITABLE MATERIAL SHALL BE PLACED IN z - �`^ ELECTRICAL CODES,OR THE NATIONAL ELECTRICAL CODE. MATERIAL EXCAVATED DURING THE COURSE s 12"LIFTS AND COMPACTED TD 98% �� DIAMETER VARIES OF CONSTRUCTION,BUT SHALL EXCLUDE ,,z '" STANDARD PROCTOR DENSITY. CENTER.OF POLE BASES TO BE SET 4'—D"FROM EDGE OF DEBRIS,PIECES OF PAVEMENT,ORGANIC .... Y 12" 12"v PAVEMENT,EXCEPT WHERE OTHERWISE INDICATED ON DRAWING. MATTER,TOP SOIL,ALL WET OR SOFT e\-- (MIN) (MIN) *TRENCH WIDTH FOR ROCK MUCK,PEAT OR CLAY,ALL EXCAVATED '.'� 3'* EXCAVATION=D+2'-0" LIGHTING SHOWN HERE IS AREA LIGHTING,SUPPLEMENTAL LEDGE MATERIAL,AND ALL ROCKS OVER 6" I f (MIN) BUILDING—MOUNTED FIXTURES AT DOORWAYS,ETC.MAY BE REQUIRED. IN THE LARGEST DIMENSION,OR ANY t COMPACTED SAND(ITEM 304.1) i. **PIPE SHALL HAVE 1'-0"(MIN) FROM SPRINGLINE TO 12' SEE LIGHTING PLAN FOR FIXTURE SCHEDULE. MATERIAL WHICH,AS DETERMINED BY THE ��` CLEARANCE TO BEDROCK ENGINEER,WILL NOT PROVIDE SUFFICIENT z OVER PIPE(MIN) WATER MAIN TRENCH SUPPORT OR MAINTAIN THE COMPLETED CONSTRUCTION IN A STABLE CONDITION. NOT TO SCALE w SUITABLE MATERIAL SHALL BE PLACED IN 3/4"CLEAN CRUSHED 12"LIFTS AND COMPACTED TO 95% _ _ STONE FROM 6"BELOW STANDARD PROCTOR DENSITY. - PIPE TO SPRINGLINE(MIN) 0 DIAMETER VARIES a I 12' 12" 3"HOT BITUMINOUS CONCRETE PVMT. SWEEP AND CLEAN EXISTING PAVEMENT z (MIN) (MIN) 2"BASE OR BINDER COURSE APPLY TACK COAT AT 0.25 GAL./S.Y. i TRACER WIRE SUPPLIED BY GAS CO. 3' 1"FINISH OR WEARING COURSE J (MIN) GAS MAIN TRENCH 12" VARIES 12 POLE NOT TO SCALE 6"CRUSHED GRAVEL -- SEE BASE DETAIL UNPAVED PAVED STANDARD PAVEMENT SAWCUT '�,<12GRAVEL BANK RUN SAWCUT N 4"LOAM&SEED SECTION(SEE DETAIL) EXISTING EXISTING ASPHALT PAVEMENT ASPHALT PAVEMENT 10 U u UTILITY TRENCH SUITABLE MATERIAL SHALL BE THE NATURAL SEE DETAIL MATERIAL EXCAVATED DURING THE COURSE _ OF CONSTRUCTION,BUT SHALL EXCLUDE DEBRIS,PIECES OF PAVEMENT,ORGANIC MATTER,TOP SOIL,ALL WET OR SOFT �� NON—METALIC LIGHT POLE MUCK,PEAT OR CLAY,ALL EXCAVATED "'"'.""I"".......- WARNING TAPE LEDGE MATERIAL,AND ALL ROCKS OVER 6" NOT TO SCALE IN THE LARGEST DIMENSION,OR ANY COMPACTED SAND(ITEM 304.1) MATERIAL WHICH,AS DETERMINED BY THE z FROM 12"BELOW TO 12" PAVEMENT TRENCH PATCH ENGINEER,WILL NOT PROVIDE SUFFICIENT OVER PIPE(MIN) FLUSH NOT TO SCALE PLANS SUPPORT OR MAINTAIN THE COMPLETED CONSTRUCTION IN A STABLE CONDITION. "',i''';:`:. '<� 1"BETNEEN SUITABLE MATERIAL SHALL BE PLACED IN 12"LIFTS AND COMPACTED TO 98% CONDUIT(MIN.) STANDARD PROCTOR DENSITY. ." +' ', t-9. (4)4"SCH 80*PVC CONDUITTAX MAP 34 LOT 50 , �..'�..,�'.. PER UTILITY SPECIFICATIONS TELEPHONE DETAIL SHEET CABLE N CLUMTE-CONTROLLED SELF-STORAGE (2)5'SCH 80*PVC CONDUIT 2'-6" ALARM PER UTILITY SPECIFICATIONS (MIN) SPARE PRIMARY ELECTRIC SECONDARY ELECTRIC ', *SCH 40 TO BE USED IN NOF,y BEECHWOOD DR NORTH ANDOVER,MA NON—TRAFFIC AREAS �$ OWNED BY UTILITY TRENCH "owuE ALBACADO LIMITED PARTNERSHIP NOT TO SCALE 3 rq.47003 PREPARED FOR MAL 10 THE STUBBLEBINE COMPANY 1D� SCALE:AS SHOWN FEBRUARY 10,2021 Civil Engineers 48 Constitution Drive Structural Engineers Bedford,NH 03110 Copyright 2021©Thomas F.Moran,Inc. Traffic Engineers phone(603)472-4488 48 Constitution Drive,Bedford,N.H.03110 Land Surveyors All rights reserved.These plans and materials may not be copied, Landscape Architects Fax(603)472-9747 duplicated,replicated or otherwise reproduced in any form whatsoever Scientists www.tfmoran.com without the prior written permission of Thomas F.Moran,Inc. F DR PWH FBI This plan is not effective unless signed by a duly authorized officer of I 31968.00 C— Thomas F.Moran,Inc. REV GATE OESCR/PT7ON OR CK E CK RED CADFILE 31968-00 DETAILS CURB BOX FLUSH WITH FINISH GRADE FINISH GRADE EDGE OF BUILDING HANDICAP PARKING SIGN CTPJ x CTPJ BALL VALVE CURB STOP McDONALDS"MAC-PAK"6100-22, FORD PACK JOINT B44-333 � ;�„y EDGE OF PAVEMENT I OR APPROVED EQUAL STANDARD SPACE x 4"R E.O.P. 3" 17" 10" 4" 13" <Y 3" 1 / Z, 4"WHITE PAINTED STRIPE E (TYPICAL) WATER.MAIN 1-0 t(APPLY PAINT TO MATCH y� � / STOP BAR STOP SIGN PARKING LOT `-� SEE DETAIL STRIPING ADO. 9 8 8 9 a M v 3 ro 3" 15" 3��v y SCREENED GRAVEL WIDE SINGLE SOLID CLEAN SAND,FILL E PAINTED LINE % 2'FORD FB 1000 BALLCORP 2 COATS) MI%H D NORMORETION STOP THAN 4 THREADS SERVICE LINE,PROVIDE LANE" EXPOSED ON INLET SIDE RADIUS IN HORIZONTAL PLANE vvvvv50"(SEE SITE PLAN FOR LOCATIONS) (6 FT MIN DEPTH) SHUT-OFF STEM TO FACE UP OR AT 90°TO THE VERTICAL STOP BAR PAINTED ACCESSIBLE STRIPING NOTES: NOT TO SCALE CORPORATIONS SHALL BE TAPPED DIRECTLY TO THE MAIN IN SIZES UP TO 1'0(INCLUSIVE). HANDICAP SYMBOL AND RAMP ALONG WALK CORPORATIONS 1-1/2°0 AND GREATER SHALL BE INSTALLED USING A SADDLE. NOT TO SCALE NOT TO SCALE SERVICE CONNECTION NOT TO SCALE NON-SLIP CONCRETE SURFACE pF pJ�F �P� +1 7.5%PREFERREDED S -` Q�ypQ�o�fQ' SLOPE 7.5%(8% X.) OPE v Q��oQ6a�P�1 RESERVED ppE PARKING P S/QS.°y. FpgL�T T/NCJ ✓ ------- - CONCRETE CURBING LANDSCAPE �.. TIP DOWN CURBFLUSH CURB AREA(TYP.) P+ 7.5%PREFERRED- SLOPE(8%MAX.) J�YE711.E OF ROADWAY '1 6.6' 5.0' 6.6' OWN CURB R7-8 RAMP SECTION 12"x 18" 2'X4'TACTILE WARNING SURFACE SET IN 4"MIN.REINFORCED CONCRETE 7)Y CURg PER LOCAL REQUIREMENTS RAMPS VAN WARNING SURFACE SHALL BE CAST IRON qNS/ NON-SLIP CONCRETE SURFACE (BEYOND) R1-1 M/nO�V (B ACCESSIBLE N� r'o SEE NOTE 9 AS MANUFACTURED BY EAST JORDAN CONCRETE WALK GRANITE CURBING 30"x 30" 1"LIP(MAX) , Q TIP DOWN SECTION IRON WORKS OR APPROVED EUAL a� (BEYOND) SMOOTH CURVED 2%-y i SURFACE R7-8P6 1 1/a" NOTES 6"x 12" 1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5%(1%MIN.). _- ROADWAY POST SECTION rn0 16A. 2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 1L FLUSH CURB 6"SCH 40 STEEL PIPE 3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5%. CONCRETE FILL a, 3 1/8" COMPACTED �'�`'- - 4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE. w (I.E.HYDRANTS,UTILITY POLES,TREE WELLS,SIGNS,ETC.) SUBGRADE 6"COMPACTED 1/4"BOLT CRUSHED GRAVEL LENGTH:P-12,12'-D";P-14,14'-0";P-16,16'-0 GUARD POST TO Z,, 5.CURB TREATMENT VARIES,SEE PLANS FOR CURB TYPE. WEIGHT PER LINEAR FOOT:2.50 LBS.(MIN.) BE PLUMB o - HOLES:3/8"DIA.1'C-C FULL LENGTH 6.BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. MIN2 STEEL:SHALL CONFORM TO ASTM A-499(GRADE 60)OR 7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. ACCESSIBLE RAMP RECESSED IN WALK ASTM A-576(GRADE 1070-1080). SANDBLASTED,PRIMED � 8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5'IN WIDTH(EXCLUDING CURBING)A 5'X 5'PASSING AREA NOT TO SCALE AND PAINTED FINISH:SHALL BE PAINTED WITH TWO COATS OF AN SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. (COLOR BY OWNER) APPROVED MEDIUM GREEN,BAKED ON OR AIR DRIED, PAINT OF WEATHER RESISTANT QUALITY. ALL FABRICATION 9.ELIMINATE ALL CURBING AT RAMP(OTHER THAN VERTICAL CURBING,WHICH SHALL BE SET FLUSH)WHERE IT w'. SHALL BE COMPLETE BEFORE PAINTING. ABUTS ROADWAY. _-- __- a w NOTES ACCESSIBLE CURB RAMP v_ 1.POSTS SHALL BE PLUMB;ANY POST BENT OR OTHERWISE DAMAGED SHALL BE REMOVED AND PROPERLY REPLACED. POSTS MAY BE SET OR DRIVEN. WITH DETECTABLE WARNING SURFACE NOT TO SCALE PAVING COURSES DEVELOPMENTSITE o, 2.WHEN POSTS ARE SET,HOLES SHALL BE DUG TO THE PROPER DEPTH, w AFTER INSERTING POSTS,THE HOLES SHALL BE BACKFILLED WITH SUITABLE MATERIAL IN LAYERS NO TO EXCEED 6"DEEP THOROUGHLY COMPACTED, TAX MAP 34 LOT 50 COMPACTED FINISH GRADE CARE BEING TAKEN TO PRESERVE THE ALIGNMENT OF THE POST. SUBGRADE 3.WHEN POSTS ARE DRIVEN,A SUITABLE DRIVING CAP SHALL BE USED AND DETAIL SHEET CONCRETE -v AFTER DRIVING THE TOP OF THE POST SHALL HAVE SUBSTANTIALLY THE T 7'��,�r�+� (��T r�7'+/'��A/^� %/ �� SAME CROSS-SECTIONAL DIMENSION AS THE BODY OF THE POST;BATTERED �J�J1VJ(-11�i-CONTROLLED SELF-ST�,/llAGE HEADS WILL NOT BE ACCEPTED. BEECHWOOD DR.,NORTH ANDOVER,MA 4.POSTS SHALL NOT BE DRIVEN WITH THE SIGN ATTACHED TO THE POST. �N OFF;y OWNED BY 5.SIGNS SHALL BE ERECTED IN CONFORMANCE WITH THE REQUIREMENTS OF $ /. ! THE"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". o��ROBERT 6OUWVAL ALBACADO LIMITED PARTNERSHIP 6.WHEN SIGN IS IN PLACE NO PART OF POST SHALL EXTEND ABOVE THE SIGN. u4 CIVILNNO3 PREPARED F O R 7.DIMENSIONS SHOWN ARE NOMINAL. P�w�,� N\ THE STUBBLEBINE COMPANY BOLLARD 8.ALTERNATE SECTIONS MUST BE APPROVED PRIOR TO USE. JOMAL r10' NOT TO SCALE Dr TRAFFIC SIGN POST IN GRADE t SCALE:AS SHOWN FEBRUARY 10,2021 NOT TO SCALE Civil Engineers 48 Constitution Drive Structural Engineers Bedford,NH 03110 Copyright 2021©Thomas F.Moran,Inc. Traffic Engineers phone(603)472-4488 48 Constitution Drive,Bedford,N.H.03110 Land Surveyors All rights reserved.These plans and materials may not be copied, Landscape Architects Fax(603)472-9747 duplicated,replicated or otherwise reproduced in any form whatsoever Scientists www.tfmoran.com without the prior written permission of Thomas F.Moran,Inc. This plan is not effective unless signed by a duly authorized officer of � 31968.00"RED C-12 Thomas F.Moran,Inc. REV. DATE DESCR/P770N DRE ILE 31968-00 DETAILS LANDSCAPE NOTES LANDSCAPE SPECIFICATIONS LANDSCAPE MAINTENANCE GENERAL SITE AND SOIL PREPARATION LAWN 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE RULES,REGULATIONS,LAWS, 1. WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED,SUCH AS RUBBLE FILL, 1.BEGINING MAINTENANCE IMMEDIATELY AFTER EACH AREA IS PLANTED AND CONTINUE UNTIL UNTIL AND ORDINANCES HAVING JURISDICTION OVER THIS PROJECT SITE. ADVERSE DRAINAGE CONDITIONS,OR LEDGE,NOTIFY LANDSCAPE ARCHITECT/ENGINEER BEFORE ACCEPTABLE LAWN IS ESTABLISHED,BUT NOT LESS THAN THE FOLLOWING PERIODS: PLANTING. 2. PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING A.SEEDED LAWNS: 60 DAYS FROM DATE OF SUBSTANTIAL COMPLETION. ALLUNDERGROUND UTILITIES AND NOTIFY OWNER'S REPRESENTATIVE OF CONFLICTS. 2. ALL DISTURBED AREAS&PLANTING AREAS,INCLUDING AREAS TO BE SODDED,SHALL RECEIVE THE FOLLOWING SOIL PREPARATION PRIOR TO PLANTING:A MINIMUM OF 6 INCHES OF LIGHTLY 1-WHEN FULL MAINTENANCE PERIOD HAS NOT ELAPSED BEFORE END OF OF CENTRAL LEADER.- 3. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES COMPACTED TOPSOIL SHALL BE INSTALLED OVER THE SUBSOIL IF TOPSOIL HAS BEEN REMOVED PLANTING SEASON,OR IF LAWN IS NOT FULLY ESTABLISHED,CONTINUE TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE. SHOWN ON PLANS BEFORE PRICING THE WORK.ANY DIFFERENCE IN QUANTITIES SHALL OR IS NOT PRESENT. MAINTENANCE DURING NEXT PLANTING SEASON. BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR CLARIFICATION. LANDSCAPE QUANTITIES SHOWN ON THE PLAN SHALL SUPERCEDE QUANTITIES LISTED IN 3. LOAM SHALL CONSIST OF LOOSE FRIABLE TOPSOIL WITH NO ADMIXTURE OF REFUSE OR B.SODDED LAWNS: 30 DAYS FROM DATE OF SUBSTANTIAL COMPLETION. LANDSCAPE LEGEND. MATERIAL TOXIC TO PLANT GROWTH.LOAM SHALL BE FREE FROM STONES,LUMPS,STUMPS,OR C. PLUGGED LAWNS: 30 DAYS FROM DATE OF SUBSTANTIAL COMPLETION. SIMILAR OBJECTS LARGER THAN TWO INCHES(2-)IN GREATEST DIAMETER,SUBSOIL,ROOTS,AND E.SPRIGGED LAWNS: 30 DAYS FROM DATE OF SUBSTANTIAL COMPLETION. 4. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO STARTING WEEDS.THE MINIMUM AND MAXIMUM PH VALUE SHALL BE FROM 5.5 TO 7.6. LOAM SHALL PRIOR TO MULCHING,LIGHTLY TAMP SOIL AROUND THE ROOT BALL WORK AND VERIFY THAT THE PLANS IN THE CONTRACTOR'S POSSESSION ARE THE CONTAIN A MINIMUM OF THREE PERCENT(3%)AND A MAXIMUM OF TWENTY PERCENT(20%) 2.MAINTAIN AND ESTABLISH LAWN BY WATERING,FERTILIZING,WEEDING,MOWING,TRIMMING, TRUNK CALIPER SHALL MEET ANSI Z60 CURRENT IN 6"LIFTS TO BRACE TREE.DO NOT OVER COMPACT.WHEN THE MOST CURRENT PLANS AVAILABLE AND ARE THE APPROVED PLAN SET FOR USE IN ORGANIC MATTER AS DETERMINED BY LOSS BY IGNITION.NOT MORE THAN SIXTY-FIVE PERCENT REPLANTING,AND OTHER OPERATIONS. ROLL,REGRADE,AND REPLANT BARE OR ERODED AREAS EDITION FOR ROOT BALL SIZE PLANTING HOLE HAS BEEN BACKFILLED,POUR WATER AROUND THE CONSTRUCTION. (65%)SHALL PASS A NO.200 SIEVE AS DETERMINED BY THE WASH TEST IN ACCORDANCE WITH AND REMULCH TO PRODUCE A UNIFORMLY SMOOTH LAWN. ROOT BALL TO SETTLE THE SOIL. 5. ALL PLANT MATERIALS INSTALLED SHALL MEET OR EXCEED THE SPECIFICATIONS OF ASTM D1140. IN NO INSTANCE SHALL MORE THAN 20%OF THAT MATERIAL PASSING THE#4 A.IN AREAS WHERE MULCH HAS BEEN DISTURBED BY WIND OR MAINTENANCE ROOT BALL MODIFIED AS REQUIRED. THE"AMERICAN STANDARDS FOR NURSERY STOCK"AS PUBLISHED BY THE AMERICAN SIEVE CONSIST OF CLAY SIZE PARTICLES. OPERATIONS,ADD NEW MULCH.ANCHOR AS REQUIRED TO PREVENT DISPLACEMENT. LOOSEN SOIL.DIG AND TURN THE SOIL TO REDUCE ASSOCIATION OF NURSERYMEN. 4. NATURAL TOPSOIL NOT CONFORMING TO THE PARAGRAPH ABOVE OR CONTAINING EXCESSIVE COMPACTION TO THE AREA AND DEPTH SHOWN. AMOUNTS OF CLAY OR SAND SHALL BE TREATED BY THE CONTRACTOR TO MEET THOSE 3.WATERING:PROVIDE AND MAINTAIN TEMPORARY PIPING,HOSES,AND LAWN-WATERING ROUND-TOPPED SOIL BERM,4"HIGH X 8"WIDE, 6. ALL PLANTS SHALL BE FIRST CLASS AND SHALL BE REPRESENTATIVE OF THEIR REQUIREMENTS. EQUIPMENT TO CONVEY WATER FROM SOURCES AND KEEP LAWN UNIFORMLY MOIST TO A DEPTH ABOVE ROOT BALL SURFACE SHALL BE NORMAL SPECIES AND/OR VARIETIES.ALL PLANTS MUST HAVE GOOD,HEALTHY, OF FOUR INCHES(100 mm). WELL-FORMED UPPER GROWTH AND A LARGE,FIBEIRDUS,COMPACT ROOT SYSTEM. 5. SUBMIT TEST RESULTS OBTAINED FROM SOURCE TO ENGINEER/LANDSCAPE ARCHITECT FOR CONSTRUCTED AROUND THE ROOT BALL.BERM 2-3"LAYER OF MULCH.NO MORE THAN 1"OF REVIEW AND APPROVAL,PRIOR TO SPREADING OPERATIONS. SHALL BEGIN AT ROOT BALL PERIPHERY. A.SCHEDULE WATERING TO PREVENT WILTING,PUDDLING,EROSION,AND MULCH ON TOP OF ROOT BALL.(SEE 7. ALL PLANTS SHALL BE FREE FROM DISEASE AND INSECT PESTS AND SHALL COMPLY DISPLACEMENT OF SEED OR MULCH.LAY OUT TEMPORARY WATERING SYSTEM SPECIFICATIONS FOR MULCH). WITH ALL APPLICABLE STATE AND FEDERAL LAWS PERTAINING TO PLANT DISEASES AND 6. APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT TO USE THE TOPSOIL WILL DEPEND UPON TO AVOID WALKING OVER MUDDY OR NEWLY PLANTED AREAS. INFESTATIONS. THE RESULTS OF THE SOIL TESTS. B.WATER LAWN AT A MINIMUM RATE OF ONE INCH(25 mm)PER WEEK. 8. ALL TREES SHALL BE BALLED AND BUIRLAPPED(B&B)UNLESS OTHERWISE NOTED FINISHED GRADE OR APPROVED BY LANDSCAPE ARCHITECT. 7. THE BURDEN OF PROOF OF SOIL AMENDMENT INSTALLATION RESTS WITH THE CONTRACTOR. 4.MOW LAWN AS SOON AS TOP GROWTH IS TALL ENOUGH TO CUT. REPEAT MOWING TO MAINTAIN SOIL TESTS MAY BE REQUIRED AT THE CONTRACTOR'S EXPENSE IN ORDER TO CONFIRM EXISTING SOIL. SPECIFIC HEIGHT WITHOUT CUTTING MORE THAN 4D PERCENT OF GRASS HEIGHT. REMOVE NO 9. ALL LANDSCAPED AREAS INCLUDING LAWNS SHALL BE PROVIDED WITH UNDERGROUND AMENDMENT INSTALLATION. MORE THAN 40 PERCENT OF GRASS-LEAF GROWTH IN INITAL OR SUBSEQUENT MOWINGS. DO IRRIGATION.SEE IRRIGATION NOTES. NOT DELAY MOWING UNTIL GRASS BLADES BEND OVER AND BECOME MATTED. DO NOT MOW SLOPE SIDES OF LOOSENED SOIL. WHEN GRASS IS WET. SCHEDULE INITIAL AND SUBSEQUENT MOWINGS TO MAINTAIN THE TO- IF APPLICABLE,THE CONTRACTOR SHALL HAVE ALL FALL TRANSPLANTING HAZARD SEEDING FOLLOWING GRASS HEIGHT. PLANTS DUG IN THE SPRING AND STORED FOR FALL PLANTING. BOTTOM OF ROOT BALL RESTS ON 1. ROUGH GRADING SHALL BE COMPLETED PRIOR TO THE START OF PLANTING IN ANY GIVEN AREA A.MOW GRASS TO�INCH(13 mm)HIGH OR LESS. EXISTING OR RECOMPACTED SOIL. 11.ALL INVASIVE PLANT SPECIES FROM THE"NEW HAMPSHIRE PROHIBITED INVASIVE PLANT OF THE PROJECT SITE. B. MOW GRA55)12 TO 1 INCH(13 TO 25 mm)HIGH OR LESS. SPECIES LIST",TO BE REMOVED SHALL BE DONE SO IN ACCORDANCE WITH THE C. MOW GRASS 1 TO 2 INCHES(25 TO 5D mm)HIGH OR LESS. WIRE MESH AND BURLAP TO BE REMOVED 2. SEEDING SHALL BE DONE BETWEEN APRIL 1 TO JUNE 15 DR AUGUST 15 TO OCTOBER 15, D.MOW GRASS 1-1/2 TO 2 INCHES(35 TO 50 mm)HIGH OR LESS. 3X WIDEST DIMENSION OF ROOT BALL FROM ROOTBALL PRIOR TO INSTALLATION. "INVASIVE SPECIES ACT,HE 1258-FIN." EXCEPT FOR RESEEDING OF BARE SPOTS AND MAINTENANCE.ALL DISTURBED AREAS NOT E. MOW GRASS 2 TO 3 INCHES(50 TO 75 mm)HIGH OR LESS, GUARANTEE COVERED BY BUILDINGS,PAVING OR AREAS THAT HAVE NOT BEEN OTHERWISE DEVELOPED SHALL SECTION VIEW BE SEEDED OR SODDED. SLOPES GREATER THAN 3:1 SHALL BE PROTECTED WITH AN EROSION 5.LAWN POSTFERTILIZATION:APPLY FERTILIZER AFTER INITIAL MOWING AND WHEN GRASS IS DRY. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE WORK FOR A PERIOD OF CONTROL BLANKET.AFTER OCTOBER 15 DISTURBED SOILS SHALL BE PROTECTED INACCORDANCE WITH THE WINTER CONSTRUCTION NOTES. ONE YEAR,BEGINNING AT THE START OF THE MAINTENANCE PERIOD. A.USE FERTILIZER THAT WILL PROVIDE ACTUAL NITROGEN OF AT LEAST TREE WITH MULCH BERM ACCEPTABLE SEED MIXES ARE AS FOLLOWS: 1 lb/1,000 SF(0.45 kg/92.9 SM)TO LAWN AREA. IRRIGATION NOTES TYPICAL LAWN MIX(MIN.200 LBS/ACRE), MEADOW NOT TO SCALE 1. THE IRRIGATION SYSTEM SHALL BE DESIGNED BY AN APPROVED IRRIGATION 33%CREEPING RED FESCUE (MIN.66 LBS/ACRE) 1.BEGIN MAINTENANCE IMMEDIATELY AFTER EACH AREA IS PLANTED AND CONTINUE UNTIL DESIGN/BUILD CONTRACTOR ACCEPTABLE TO THE OWNERS REPRESENATIVE. 42%PERENNIAL RYEGRASS (MIN.84 LBS/ACRE) ACCEPTABLE MEADOW IS ESTABLISHED,BUT FOR NOT LESS THAN 40 DAYS FROM DATE OF 21%KENTUCKY BLUEGRASS (MIN.42 LBS/ACRE) SUBSTANTIAL COMPLETION. 2. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE IRRIGATION SYSTEM DESIGN 4%REDTOP (MIN.8 UBS/ACRE) 2.MAINTAIN AND ESTABLISH MEADOW BY WATERING,WEEDING,MOWING,TRIMMING,REPLANTING,AND AND SHOP DRAWINGS TO THE OWNER 30 DAYS PRIOR TO THE START OF GENERAL SLOPE(NHDOT TYPE 44)MIX 3:1 OR GREATER SLOPES(MIN.160 LBS/ACRE): OTHER OPERATIONS. ROLL,REGRADE,AND REPLANT BARE OR ERODED AREAS AND REMULCH. CONSTRUCTION. 44%CREEPING RED FESCUE (MIN.70 UBS/ACRE) ORIGINAL SLOPE SHOULD PASS THROUGH 3. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING AND PROPOSED UTILITIES 38%PERENNIAL RYEGRASS (MIN.60 UBS/ACRE) 3.WATERING:PROVIDE AND MAINTAIN TEMPORARY PIPING,HOSES,AND LAWN-WATERING THE POINT MERE THE TRUNK BASE AND NOTIFY THE OWNER'S REPRESENTATIVE OF CONFLICTS. 6%REDTOP (MIN.10 LBS/ACRE) EQUIPMENT TO CONVEY WATER FROM SOURCES AND KEEP MEADOW UNIFORMLY MOIST. MEETS SUBSTRATE/SOIL. 6%ALSIKE CLOVER (MIN.10 UBS/ACRE) A.SCHEDULE WATERING TO PREVENT WILTING,PUDDLING,EROSION,AND 4. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR A COMPLETE AND OPERABLE 6%BIRDSFOOT TREFOIL (MIN.10 LBS/ACRE) DISPLACEMENT OF SEED OR MULCH.LAY OUT TEMPORARY WATERING SYSTEM TO PRIOR TO MULCHING,TAMP SOIL IRRIGATION SYSTEM AND SHALL FOLLOW ALL APPLICABLE CODES. PLANTING AVOID WALKING OVER MUDDY OR NEWLY PLANTED AREAS. ADJACENT TO ROOT BALL TO 5. REFER TO ARCHITECTURAL PLANS FOR LOCATION OF THE IRRIGATION SYSTEM'S B.WATER LAWN AT A MINIMUM RATE OF 1/2 INCH(13 mm)PER WEEK FOR 4 STABILIZE IT AND ENSURE THAT BUILDING CONNECTION AND CONTROLS. 1. EXCAVATE PITS,PLANTERS,BEDS AND TRENCHES WITH VERTICAL SIDES AND WITH BOTTOM OF WEEKS. IRRIGATIONFLOWS THROUGH THE EXCAVATION SLIGHTLY RAISED AT CENTER TO PROVIDE PROPER DRAINAGE.LOOSEN HARD TRUNK CALIPER SHALL ROOT BALL. 5. FOLLOW ALL MANUFACTURER'S INSTRUCTIONS AND PRODUCT SPECIFICATIONS FOR SUBSOIL IN BOTTOM OF EXCAVATION. TREES AND SHRUBS: MEET ANSI Z60 CURRENT INSTALLATION. EDITION FOR ROOT BALL 2. ANY LEDGE OR RUBBLE MATERIAL SHALL BE FRACTURED TO A DEPTH OF 3 FEET AND 1.PRUNING SHOULD BE STARTED EARLY AND KEPT UP AT REGULAR INTERVALS.TREES SIZE. 8'-0"MIN. EXCAVATED TO A DEPTH OF 30 INCHES FOR TREE POCKETS AND 18 INCHES FOR SHRUB BEDS. SHOULD BE PRUNED AND SHAPED TO AVOID SPLITTING LATER IN LIFE. BROKEN TOPS AND THIS PROCEDURE SHALL BE HANDLED BY THE SITE CONTRACTOR. SITE TOPSOIL SHALL BE BRANCHES SHOULD BE REMOVED AS SOON AS POSSIBLE AFTER INJURY. BROKEN,WEAK OR ROOT BALL MODIFIED AS DEPOSITED IN ALL EXCAVATED POCKETS. DISEASED BRANCHES SHOULD BE REMOVED FIRST,DEAD BRANCHES SECOND AND HEALTH REQUIRED. BRANCHES LAST. 3. DISPOSE OF SUBSOIL REMOVED FROM PLANTING EXCAVATIONS.DO NOT MIX WITH PLANTING ROUND-TOPPED SOIL BERM 4" SOIL OR USE AS BACKFILL. 2.TREES AND SHRUBS SHOULD BE PROTECTED AGAINST DAMAGE INCURRED WITH LAWN MOWERS AND GARDEN EQUIPMENT.KEEPING GRASS AWAY FROM TREE TRUNKS WITH THE USE OF MULCH HIGH X 8"WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON 4. FILL EXCAVATIONS FOR TREES AND SHRUBS WITH WATER AND ALLOW TO PERCOLATE OUT IS RECOMMENDED.THE DOWNHILL SIDE OF THE ROOT BEFORE PLANTING. BALL FOR 240*.BERM SHALL BEGIN 3.THE USE OF ROAD SALT AROUND TREES AND SHRUBS SHOULD BE AVOIDED OR MINIMIZED. EXISTING TREE;WRAP WITH TWO 5. DISH TOP OF BACKFILL TO ALLOW FOR MULCH-PLANT SAUCERS SHALL BE AS SHOWN ON AT ROOT BALL PERIPHERY. LAYERS OF BURLAP AND WITH DETAIL SHEETS;6'DIAMETER FOR ALL DECIDUOUS TREES,AND FOR EVERGREEN TREES A 4.LANDSCAPED AREAS SHALL BE ROUTINELY MAINTAINED FREE OF DEBRIS AND LITTER. SPRAY AS TWO LAYERS OF STANDARD RADIUS 2'BEYOND THE OUTER MOST BRANCHES. REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. MAINTAINENCE SHALL SNOW FENCE, WIRE TO FASTEN INCLUDE THE REPLACEMENT OF ALL DEAD PLANT MATERIAL WITHIN THE GUARANTEED CONTRACT 2-3"LAYER OF MULCH. SECURELY. 6. MULCH TREES,SHRUBS,PLANTERS AND BEDS.PROVIDE NOT LESS THAN 4"THICKNESS OF PERIOD. NO MORE THAN 1"OF BARK MULCH,3/8"-2"OF WIDTH,AND WORK INTO TOP OF BACKFILL.AND FINISH LEVEL WITH MULCH ON TOP OF ROOT H ADJACENT FINISH GRADES AS DIRECTED IN THE FIELD. BALL.(SEE SPECIFICATIONS TREE PROTECTION FENCE,USE FOR MULCH). C6CTYP X STANDARD SNOW FENCE,4'HT 7. STAKE AND GUY TREES IMMEDIATELY AFTER PLANTING(TREE SUPPORT STAKES SHALL BE 2 X 8'0",WOOD STAKES.GUYING WIRE SHALL BE NO.12 GAUGE GALVANIZED SOFT STEEL WIRE MESH AND BURLAP TO BE REMOVED WIRE. HOSE FOR COVERING WIRE SHALL BE NEW DR USED TWO PLY RUBBER HOSE NOT LESS FROM ROOTBALL PRIOR TO INSTALLATION. H� -------- THAN 1/2 INCH INSIDE DIAMETER. (PLASTIC"CINCH-TIES"OR EQUIVALENT FASTENING DEVICE EXISTING SOIL.. METAL POST TO SUPPORT FENCE, MAY BE AN ACCEPTABLE GUY WIRE AND HOSE PROTECTOR SUBSTITUTE.) (6 REQUIRED),DRIVEN INTO THE BOTTOM OF ROOT BALL RESTS ON GROUND 2'-0"MIN.,EQUAL 8. ALL PLANT MATERIALS SHALL HAVE DEAD OR DAMAGED BRANCHES REMOVED AT TIME OF EXISTING OR RECOMPACTED SOIL. SPACING AROUND TREE. PLANTING-ALL TAGS AND RIBBONS SHALL BE REMOVED AT THIS TIME. TREE ON SLOPE 5% (20.-V TO 50% (2.-V 9. TREES TO REMAIN STAKED FOR 1 FULL GROWING SEASONS. 10. THE CONTRACTOR SHALL REQUEST A FINAL OBSERVATION BY THE OWNER'S REPRESENTATIVE UNMODIFIED SOIL UPON COMPLETION OF INSTALLATION. NOT TO SCALE -TREE PROTECTION SITE DEVELOPMENT PLANS NOT TO SCALE TAX MAP 34 LOT 50 6D DETAIL SHEET CLIMATE-CONTROLLED SELF-STORAGE ROOTBALL 6-LOAM(ITEM 641) BEECHWOOD DR.,NORTH ANDOVER,MA 4"LAYER OF MULCH NO SEED(SEE LANDSCAPE SPECIFICATIONS) IIA VF MORE THAN 1 OF 4"HIGH X 8"WIDE ROUND TOPPED SOIL OWNED BY MULCH ON TOP OF ROOT BERM ABOVE ROOT BALL SURFACE SHALL BE LIMESTONE(ITEM 642) BALL.(SEE SPECIFICATIONS CONSTRUCTED AROUND THE ROOT BALL. FERTILIZER(ITEM 643.11) FF ALBACADO LIMITED PARTNERSHIP FOR MULCH). BERM SHALL BEGIN AT ROOT BALL MULCH(ITEM 645.111) PERIPHERY. 3C PREPARED FOR PRIOR TO MULCHING,LIGHTLY TAMP SOIL LOAM & SEED 11110.47003 AROUND THE ROOT BALL IN 6"LIFTS TO FINISHED GRADE 47/ THE STUBBLEBINE COMPANY BRACE SHRUB.DO NOT OVER COMPACT.WHEN NOT TO SCALE 10 SLOPE SIDES OF THE PLANTING HOLE HAS BEEN BACKFILLED, MAL LOOSENED SOIL. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. SCALE.AS SHOWN FEBRUARY 10,2021 LOOSENED SOIL. EXISTING SOIL. DIG AND TURN THE SOIL Civil Engineers 48 Constitution Drive TO REDUCE THE Structural Engineers COMPACTION TO THE Copyright 2021©Thomas F.Moran,Inc. ROOT BALL RESTS ON EXISTING Bedford,NH 03110 48 Constitution Drive,Bedford,N.H.03110 AREA AND DEPTH 3X's WIDEST DIMENSION OF ROOT BALL. OR RECOMPACTED SOIL. Traffic Engineers Phone(603)472-4488 SHOWN, Land Surveyors All rights reserved.These plans and materials may not be copied, SECTION VIEW Landscape Architects Fax(603)472-9747 duplicated,replicated or otherwise reproduced in any form whatsoever Scientists www.tfmoran.com without the prior written permission of Thomas F.Moran,Inc. This plan is not effective unless signed by a duly authorized officer of SHRUB PLANTING DR PjH[MF - Thomas F.Moran,Inc. RE-V DA TE DESCRIP7701V 31968.00 CK RED I CADFILE 31968-00 DETAILS C-13 NOT TO SCALE STORMTECH PRODUCT SPECIFICATIONS STORMTECH GENERAL NOTES MC-3500 CHAMBER 1.0 GENERAL 2.10 THE CHAMBER SHALL HAVE 14 CORRUGATIONS. 1.STORMTECH LLC("STORMTECH")REQUIRES INSTALLING S.STONE PLACEMENT BETWEEN CHAMBERS ROWS AND NOMINAL 1-2 INCH SPECIFIED IN THE AASHTD LRFD BRIDGE DESIGN SPECIFICATIONS SECTION SHOWN IN THE MOST CURRENT VERSION OF CLEANOUT WITH STORMTECH CHAMBERS ARE DESIGNED TO 1.1 CONTRACTORS TO USE AND UNDERSTAND AROUND PERIMETER MUST FOLLOW INSTRUCTIONS AS DOUBLE WASHED,ANGULAR NE STO THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE LOAD FACTORS CONTROL STORMWATER RUNOFF.AS A 2.11 THE CHAMBER SHALL HAVE A CIRCULAR, STORMTECH'S LATEST INSTALLATION INSTRUCTIONS AASHTO M288 CLASS 2 NON—WOVEN 12.12 FOR EARTH AND LIVE LOADS,WITH CONSIDERATION FOR IMPACT AND SUBSURFACE RETENTION SYSTEM,STORMTECH INDENTED,FLAT SURFACE ON THE TOP OF THE PRIOR TO BEGINNING SYSTEM INSTALLATION. STORMTECH'S INSTALLATION INSTRUCTIONS. SCREW-IN CAP CLASS"C"CONCRETE CHAMBERS RETAIN AND ALLOW EFFECTIVE CHAMBER FOR AN OPTIONAL 4-INCH INSPECTION GEOTEXTILE ALL AROUND ANGULAR STONE MULTIPLE VEHICLE PRESENCES. THE FLOOR BOX FRAME AND LID W1 S.S. PAVEMENT INFILTRATION OF WATER INTO E SOIL. AS A PORT OR CLEAN-OUT. 2.OUR TECHNICAL SERVICES DEPARTMENT OFFERS 7.13ACKFILLING OVER THE CHAMBERS MUST FOLLOW GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES,<35%FINES. SUBSURFACE DETENTION SYSTEM,STORMTECH INSTALLATION CONSULTATIONS TO INSTALLING REQUIREMENTS AS SHOWN IN THE MOST CURRENT CAP SCREW LID CLOSURE COMPACT IN 6"LIFTS TO 95%PROCTOR DENSITY.SEE THE TABLE OF CHAMBERS DETAIN AND ALLOW FOR THE METERED 2.12 THE CHAMBER SHALL BE ANALYZED AND DESIGNED CONTRACTORS. CONTACT OUR TECHNICAL SERVICES VERSION OF STORMTECH'S INSTALLATION LOAM ACCEPTABLE FILL MATERIALS FLOW OF WATER TO AN OUTFALL_ USING AASHTO METHODS FOR THERMOPLASTIC REPRESENTATIVE AT LEAST 30 DAYS PRIOR TO INSTRUCTIONS. LOAM&SEED(SEE DETAIL) SYSTEM 1 SYSTEM 2 CULVERTS CONTAINED IN THE_RFD BRIDGE DESIGN SYSTEM INSTALLATION TO ARRANGE A 2-0 CHAMBER PARAMETERS SPECIFICATIONS,2ND EDITION,INCLUDING INTERIM PRE-INSTALLATION CONSULTATION. OUR S.THE CONTRACTOR MUST REFER TO STORMTECH'S 67.00 67.00— 2.1 THE CHAMBER SHALL BE INJECTION MOLDED OF SPECIFICATIONS THROUGH 2001. DESIGN LIVE REPRESENTATIVES CAN THEN ANSWER QUESTIONS OR INSTALLATION INSTRUCTIONS FOR A TABLE OF -------------- POLYPROPYLENE RESIN TO BE INHERENTLY LOAD SHALL BE THE AASHTO HS20 TRUCK. ADDRESS COMMENTS ON THE STDRMTECH CHAMBER ACCEPTABLE VEHICLE LOADS AT VARIOUS DEPTHS OF 4"PVC RISER FILTER FABRIC A 5.5' RESISTANT TO ENVIRONMENTAL STRESS CRACKING DESIGN SHALL CONSIDER EARTH AND LIVE LOADS SYSTEM AND INFORM THE INSTALLING CONTRACTOR COVER. THIS INFORMATION IS ALSO AVAILABLE AT MAX. 61!22 65.00 AS APPROPRIATE FOR THE MINIMUM TO MAXIMUM OF THE MINIMUM INSTALLATION REQUIREMENTS BEFORE 00 (ESCR),AND TO MAINTAIN ADEQUATE STIFFNESS STORMTECH'S WEBSITE: _�F[-F-I--11. THE 12"MIN, 64.00 THROUGH HIGHER TEMPERATURES EXPERIENCED SPECIFIED DEPTH OF FILL. BEGINNING TH VEHICLES THAT EXCEED STORMTECH'S REQUIREMENTS 45"E SYSTEM'S CONSTRUCTION. CALL CONTRACTOR IS RESPONSIBLE FOR PREVENTING DURING INSTALLATION AND SERVICE. TO SPEAK TO A TECHNICAL 2.13 THE CHAMBER SHALL BE MANUFACTURED IN AN SERVICE REPR�ESENTATIVE OR VISIT FROM TRAVELING ACROSS OR PARKING OVER THE 2.2 THE NOMINAL CHAMBER DIMENSIONS OF THE ISO 9001:2000 CERTIFIED FACILITY. _T_�F_F-1-'J TO RECEIVE A COPY OF OUR STORMWATER SYSTEM. TEMPORARY FENCING, 6"MIN. STORMTECH SC-740 SHALL BE 30.0 INCHES TALL, INSTALLATION INSTRUCTIONS. WARNING TAPE AND APPROPRIATELY LOCATED SIGNS 51.0 INCHES WIDE AND 90.7 INCHES LONG. 3.0 END CAP PARAMETERS 60..5025 60.25 3.1 THE END CAP SHALL BE INJECTION MOLDED OF ARE COMMONLY USED TO PREVENT UNAUTHORIZED L�v�"W u,�1 59.50 3.STORMTECH'S REQUIREMENTS FOR SYSTEMS WITH VEHICLES FROM ENTERING SENSITIVE CONSTRUCTION 59 CRACKING,2.3 THE CHAMBER SHALL HAVE A CONTINUOUSLY POLYPROPYLENE RESIN TO BE INHERENTLY PAVEMENT DESIGN(ASPHALT,CONCRETE PAVERS, AREAS. RESISTANT TO ENVIRONMENTAL STRESS CR CURVED SECTION PROFILE. ETC.):MINIMUM COVER IS 18 INCHES NOT INCLUDING MC-3500 ENDCAP AND TO MAINTAIN ADEQUATE STIFFNESS THROUGH PAVEMENT;MAXIMUM COVER IS 96 INCHES INCLUDING 9.THE CONTRACTOR MUST APPLY EROSION AND 2.4 THE CHAMBER SHALL BE OPEN-BOTTOMED. HIGHER TEMPERATURES EXPERIENCED DURING PAVEMENT. FOR INSTALLATIONS THAT DO NOT SEDIMENT CONTROL MEASURES TO PROTECT THE 2.5 THE CHAMBER SHALL INCORPORATE AN INSTALLATION AND SERVICE. INCLUDE PAVEMENT,WHERE RUTTING FROM VEHICLES STORMWATER SYSTEM DURING ALL PHASES OF SITE SUITABLE SUBGRADE AS-/ ITYP.) OVERLAPPING CORRUGATION JOINT SYSTEM TO 3.2 THE END CAP SHALL BE DESIGNED TO FIT INTO MAY OCCUR,MINIMUM REQUIRED COVER IS 24 INCHES, CONSTRUCTION PER LOCAL CODES AND DESIGN DETERMINED BY ENGINEER ALLOW CHAMBER ROWS OF ALMOST ANY LENGTH ANY CORRUGATION OF A CHAMBER,WHICH MAXIMUM COVER IS 96 INCHES. ENGINEER'S SPECIFICATIONS. TO BE CREATED.THE OVERLAPPING CORRUGATION ALLOWS:CAPPING A CHAMBER THAT HAS ITS 4.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES 10-STORMTECH PRODUCT WARRANTY IS LIMITED. SEE STORMTECH MC-3500 JOINT SYSTEM SHALL BE EFFECTIVE WHILE LENGTH TRIMMED; SEGMENTING ROWS INTO WITH CHAMBER FOUNDATION MATERIALS BEARING CURRENT PRODUCT WARRANTY FOR DETAILS. TO MC-3500 CHAMBER TYPICAL CROSS SECTION ALLOWING A CHAMBER TO BE TRIMMED TO STORAGE BASINS OF VARIOUS LENGTHS. CAPACITIES TO THE DESIGN ENGINEER. ACQUIRE A COPY CALL STORMTECH AT SHORTEN ITS OVERALL LENGTH. 3.3 THE END CAP SHALL HAVE SAW GUIDES TO ALLOW �_'l OR VISIT CHAMBER SYSTEM NOT TO SCALE 5 2.6 THE NOMINAL STORAGE VOLUME OF A JOINED EASY CUTTING FOR VARIOUS DIAMETERS OF PIPE .AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE STDRMTECH SC-740 CHAMBER SHALL BE 74.9 THAT MAY BE USED TO INLET THE SYSTEM. (FILTER FABRIC)MUST BE USED AS SHOWN IN THE INSPECTION PORT DETAIL. CUBIC FEET PER CHAMBER WHEN INSTALLED PER PROJECT PLANS. NOT TO SCALE STORMTECH'S TYPICAL DETAILS(INCLUDES THE 3.4 THE END CAP SHALL HAVE EXCESS STRUCTURAL VOLUME OF CRUSHED ANGULAR STONE WITH AN ADEQUACIES TO ALLOW CUTTING AN ORIFICE OF 7 POROSITY).THIS EQUATES TO ASSUMED 40 ANY SIZE AT ANY INVERT ELEVATION. CUBIC FEET OF STORAGE/SQUARE FOOT OF BED. MATERIAL LOCATION DESCRIPTION AASHTO M43 AASHTO M145 COMPACTION/DENSITY 3.5 THE PRIMARY FACE OF AN END CAP SHALL BE DESIGNATION DESIGNATION REQUIREMENT 22 THE CHAMBER SHALL HAVE FORTY-EIGHT ORIFICES CURVED OUTWARD TO RESIST HORIZONTAL LOADS PENETRATING THE SIDEWALLS TO ALLOW FOR GENERATED NEAR THE EDGES OF BEDS. BFILL MATERIAL FROM 18" ANY SOIL/ROCK MATERIALS, N/A N/A PREPARE PER ENGINEER'S PLANS- PAVED LATERAL CONVEYANCE OF WATER. TO GRADE ABOVE NATIVE SOILS OR PER ENGINEER'S INSTALLATIONS MAY HAVE STRINGENT 3.6 THE END CAP SHALL BE MANUFACTURED IN AN CHAMBERS PLANS. CHECK PLANS FOR MATERIAL AND PREPARATION REQUIREMENTS. 2.7 THE CHAMBER SHALL HAVE TWO ORIFICES NEAR 150 9001;2000 CERTIFIED FACILITY. PAVEMENT SUBGRADE ITS TOP TO ALLOW FOR EQUALIZATION OF AIR REQUIREMENTS. PRESSURE BETWEEN ITS INTERIOR AND EXTERIOR. ',,©FILL MATERIAL FOR 6"TO 18" GRANULAR WELL-GRADED 3,357,4,467, A-1 COMPACT IN 6"LIFTS TO A MINIMUM 95% UNDERGROUND STORMWATER DETENTION SYSTEM 2.8 THE CHAMBER SHALL HAVE BOTH OF ITS ENDS ELEVATION ABOVE CHAMBERS SOIL/AGGREGATE 5,56,57,6, A-2 STANDARD PROCTOR DENSITY.ROLLER GROSS 67,68,7,78, A 3 DYNAMIC FORCE NOT TO EXCEED 20,000 LBS. OPERATION AND MAINTENANCE PLAN 2.9 OPEN TO ALLOW FOR UNIMPEDED HYDRAULIC (24"FOR UNPAVED MIXTURES,<35%FINES. VEHICLE WEIGHT NOT TO EXCEED 12,000 LEIS. FLOWS AND VISUAL INSPECTIONS DOWN A ROW'S INSTALLATIONS) 8,89,9,10 ENTIRE LENGTH. THE OWNER IS RESPONSIBLE FOR THE MAINTENANCE AND OPERATION OF THE PROPOSED STORMWATER COLLECTION SYSTEM INCLUDING EMBEDMENT STONE DOUBLE WASHED ANGULAR 3,357,4, N/A NO COMPACTION ROUTINE INSPECTION,CLEANING AND MAINTENANCE OF MANHOLES,DEEP SUMP HOODED CATCH BASINS,CLEAN OUTS,UNDERGROUND SURROUNDING AND TO A 6" STONE WITH THE MAJORITY OF 467,5,56, REQUIRED DETENTION SYSTEMS AND REGULAR STREET SWEEPING. ELEVATION ABOVE CHAMBERS PARTICLES BETWEEN 3/4-2 57 INCH SCHEDULE FOR INSPECTION AND MAINTENANCE AFTER CONSTRUCTION: (E)FOUNDATION STONE BELOW DOUBLE WASHED ANGULAR STONE 3,357,4, N/A PLATE COMPACT OR ROLL TO STREET SWEEPING CHAMBERS WITH THE MAJORITY OF 467,5,56. ACHIEVE A 95%STANDARD PROCTOR PARTICLES BETWEEN 3/4 2 57 DENSITY -STREET SWEEPING EFFORTS SHALL BE CONDUCTED AT LEAST ONCE A MONTH OUTSIDE OF WINTER MONTHS. INCH PAVEMENT -SAND SWEPT FROM THE ROADWAYS AND PARKING LOTS WILL BE REMOVED TO AN APPROVED OFF-SITE LOCATION. DEEP SUMP CATCH BASINS&LEACHING CATCH BASINS -INLETS SHOULD BE CLEANED ANNUALLY AND INSPECTED SEMI-ANNUALLY. PAVEMENT SUB-BASE -ALL SEDIMENTS,FLOATABLES,AND HYDROCARBONS SHOULD BE PROPERLY HANDLED AND DISPOSED OF,IN @ ACCORDANCE WITH LOCAL,STATE,AND FEDERAL GUIDELINES AND REGULATIONS. MAX. UNDERGROUND DETENTION SYSTEMS(STORMTECH ISOLATOR MC-4500 OR EQUAL) COMPACTED FILL 18" -ISOLATOR ROWS AND PIPE HEADERS SHALL BE INSPECTED IMMEDIATELY AFTER COMPLETION OF THE SITE'S CONSTRUCTION.THE NORMAL INSPECTION SCHEDULE AFTER CONSTRUCTION FOR ISOLATOR ROWS IS SEMI ANNUAL UNTIL AN UNDERSTANDING OF THE SITE'S CHARACTERISTICS IS DEVELOPED.PIPE HEADERS SHOULD BE INSPECTED AASHTO M288 CLASS 2 QUARTERLY AFTER CONSTRUCTION. NON-WOVEN GEOTEXTILE -INSPECTION OF THE ISOLATOR ROW SHALL INVOLVE A VISUAL CHECK USING EITHER THE INSPECTION PORTS OR AN 6"MIN.DEPTH OF 1-2-INCH 9"DEPTH OF STONE ACCESS MANHOLE. WASHED,CRUSHED,ANGULAR STONE BACKFILL -IF UPON VISUAL INSPECTION OF THE ISOLATOR ROW,IT IS FOUND THAT SEDIMENT HAS ACCUMULATED TO AN AVERAGE DEPTH EXCEEDING 3 INCHES,CUFANOUT IS REQUIRED. NOTES -CLEANOUT OF SEDIMENT WITHIN THE PIPE HEADER IS REQUIRED WHEN THE SEDIMENT VOLUME HAS REDUCED THE 1-2-INCH WASHED,CRUSHED, 1.THE INSTALLER SHALL NOT ALLOW ANY VEHICULAR OR CONSTRUCTION STORAGE AREA BY 25%OR THE DEPTH OF SEDIMENT HAS REACHED APPROXIMATELY 25%OF THE DIAMETER OF THE ANGULAR STONE BENEATH AND EQUIPMENT TRAVEL TO OCCUR ACROSS THE PROPOSED RECHARGE STRUCTURE. BASIN AREA AT ANY TIME EXCEPT DURING EXCAVATION OF TOPSOIL, AROUND CHAMBER BED.TO A AASHTO M288 CLASS 2 SUBSOIL AND OTHER MATERIALS NOT SUITABLE FOR BED BOTTOM -CLEANOUT OF THE ACCUMULATED MATERIAL IN THE PIPE HEADER SHOULD BE ACCOMPLISHED BY VACUUM PUMPING. DEPTH OF 24"UNDER CHAMBER NON-WOVEN GEOTEXTILE CONDITIONS. CLEANOUT SHOULD BE PERFORMED DURING DRY WEATHER AND CARE SHOULD BE TAKEN TO AVOID FLUSHING MC-3500 CHAMBER ALL AROUND ANGULAR STONE 2.CAUTION SHOULD BE EXERCISED DURING SITE PREPARATION TO AVOID SEDIMENTS OUT THROUGH THE OUTLET PIPES AND INTO THE CHAMBER ROWS. COMPACTION OF THE INFILTRATIVE SURFACE. A SITE MAINTENANCE LOG WILL BE KEPT.THIS LOG WILL RECORD THE DATES WHEN MAINTENANCE TASKS WERE COMPLETED,THE PERSON INLET PIPE WHO COMPLETED THE TASK,AND ANY OBSERVATIONS OF MALFUNCTIONS IN COMPONENTS OF THE STORMWATER MANAGEMENT SYSTEM.CALL (24"MAX.) MC-3500 END CAP 1-8138-892-2694 TO SPEAK TO A TECHNICAL REPRESENTATIVE OR VISIT WWW.STORMTECH.COM. STORMTECH MC-3500 CHAMBER SYSTEM ACCEPTABLE FILL MATERIALS PLAN VIEW DETAIL STORMTECH MC-3500 CHAMBER SYSTEM NOTTO SCALE COVER ENTIRE ROW WITH AASHTO M288 CLASS 2 STORMTECH ISOLATORTM ROW SITE DEVELOPMENT PLANS 12"MIN ID 25"MAX OD PIPE NON-WOVEN GEOTEXTILE SET CHAMBER FROM BOTTOM INSPECTION PORT MC-4500-8'WIDE STRIP ----------- OF TAX MAP 34 LOT 50 BY DESIGN ENGINEER DETAIL SHEET CLIMATE-CONTROLLED SELF-STORAGE j DRAIN DRAIN DRAIN :, DRAIN BEECHWOOD DR.,NORTH ANDOVER,MA MANHOLE MANHOLE ANHOLE M ANHOL OWNED BY F_ ALBACADO LIMITED PARTNERSHIP OUVAL CML PREPARED FOR NO.47003 THE STUBBLEBINE COMPANY Ilk COVER ENTIRE ROWWITH I S V1 LAYERS OF AASHTO M288 CLASS 7 47/ AASHTO M288 CLASS 2 1 WOVEN GEOTEXTILE BETWEEN ANAL � - un WOVEN GEOTEXTILE THAT MEETS NON-WOVEN GEOTEXTILE. INSPECTION PORT' FOUNDATRS ION STONE AND bY SCALE.AS SHOWN FEBRUARY 10,2021 12.5'WIDE STRIP CHAMBE AASHTO M288 CLASS 1 REQUIREMENTS, 8.25'WIDE STRIPS BETWEEN FOUNDATION STONE AND CHAMBERS T Civil Engineers 48 Constitution Drive STORMTECH ISOLATOR N ROW Structural Engineers Bedford,NH 03110 Copyright 2021©Thomas F.Moran,Inc. T Traffic Engineers 48 Constitution Drive,Bedford,N.H.03110 STORMTECH ISOLATOR m ROW & INLET- PLAN VIEW DETAIL Land Surveyors Phone(603)472-4488 All rights reseed.These plans and materials may not be copied, PROFILE VIEW DETAIL NOT TO SCALE Landscape Architects Fax(603)472-9747 reserved. duplicated,replicated or otherwise reproduced in any form whatsoever I Scientists www.tfmoran.com NOT TO SCALE without the prior written permission of Thomas F.Moran,Inc. MR P-1 FB I - This plan is not effective unless signed by a duly authorized officer of TL� _31 9 6 8.0 0 C RED C-14 Thomas F.Moran,Inc. REV DATE DESCRIP1701V DR CK , 'K I CADFILE 31968-00 DETAILS LF,24"HDPE HDPE N / \ / I V.I 60.25. OUTLET WIDTH LENGTH \vv \ HEADWALL OR HW-1 7' 9' ! \ 12"x" IC HEADER _ FLARED END V. (12") i �� i SECTION HW-2 7' 9' \ / INV.=63.33(8!�)� i �` O\ i a�i t 5 LF,24"HDP �\ , v\ o N o_ � � � ✓ � \ �j 1 INV.IN 60.25 � � -, 6 7 v w S=O.oO% � S 0.0% 42 ADS ORMTECH MC-3500 UNITS / 8"HDPE \ - �� a oo 55.00'L ?5\W FIELD / INV-63.33 _ \ \ / _ 05-1 RIM=67.2 �� WOVEN GEOTEXTILE BETWEEN OS 2 \\\\L� �v NHDOT CLASS STONE \ INV.IN=60.25 �\ \ // FOUNDATION STONE&CHAMBERS(TYP.) \ �,�� RIM 67.2 Y r\\\\ v� fill NOMINAL SIZE INV OUT 6025 \ �� INV.IN 60.25 i i 54 S TORMTECH MC-3500 UNITS -1-\WEIR EL _ �� \ INV.OUT 60.25 \\� 70.23'L x 4.28tW FIELD _ v - _ �„ HEADWALL OR ^K\ \'.� .'�,v WEIR EL- ., ...: f `12"x8"ECCENTRIC HE ER� � X `��.� � F.E.S. LENGTH INV.=63.00(1 \� OBSERVATION ORT .= f\ INV63.33(B\\\'))) \ \ TYPE GEOTEXTILE OQp �\ ✓✓ f FABRIC \ 26 LF,15"HDPE /�.� .x \ ` �`., ION PORT '`\ DEPTH OF STONE=12" r \� \ _ HEADWALL \ HW-1 \\ ..... \ \ 0 W� \ CONSTRUCTION SPECIFICATIONS: INV.59.50\ HW-2 \ INV.59.50 \ 1 THE PLANS. L SUBGRADE FOR THE GEOTEXTILE FABRIC AND RIP-RAP SHALL BE PREPARED TO THE LINES AND GRADES SHOWN ON 2.THE ROCK USED FOR RIP-RAP SHALL CONFORM TO THE SPECIFIED GRADATION. \ G' ,�� ✓ \ 3.GEOTEXTILE FABRICS SHALL BE PROTECTED FROM PUNCTURE OR TEARING DURING THE PLACEMENT OF THE ROCK v \� ,, \ P �\ /��✓' �. RIP-RAP. DAMAGED AREAS IN THE FABRIC SHALL BE REPAIRED BY PLACING A PIECE OF FABRIC OVER THE DAMAGED AREA OR BY COMPLETE REPLACEMENT OF THE FABRIC.ALL OVERLAPS REQUIRED FOR REPAIRS OR JOINING TWO PIECES OF FABRIC SHALL BE A MINIMUM OF 12 INCHES. 4.STONE FOR THE RIP-RAP MAY BE PLACED BY EQUIPMENT AND SHALL BE CONSTRUCTED TO THE FULL LAYER THICKNESS IN ONE OPERATION AND IN SUCH A MANNER AS TO PREVENT SEGREGATION OF THE STONE SIZES. 12"x8"ECCENTRIC HEADERS k \ i ., OUTLET APRON 63.00(12") f INV.- NOT TO SCALE 5 LF,24'HDPE INV._63.33(B") X � f \\ INV.IN=6D.25 \ \\ -- i 8.�HDPE l t INV.=63.33 �✓ �ppx� /�k WOVEN GEOTEXTILE BETWEEN x 5 LF,24"HDP f \ FOUNDATION STONE&CHAMBERS(TYP.)'I" 1 INV.IN=60.25 �: k \t \ NOMINAL LENGTH \ k S 0.0% 12"x8 ECCENTRIC HEADER \ / 67 J PIPE BARS L H FH W \ INV.=63.00(12") - `�.\ \ \ / /� �, 12 S-2" S-6" S-6" 0'-loll l'-10.5" f INV.=63.33(8"), OS 1RIM=67.2 \ J/ `.WOVEN GEOTEXTILE BETWEEN 15 4-2 4-6 3-9 1-1 1-11.25 _ \ INV IN 60.25 \ \ FOUNDATION STONE CHAMBERS(TYP.) 18 5-2 5-6 4-0 1-4 2-0 / \ INV OUT 60.25 y� \ 24 7-2 7-6 4-6 1-10 2-1.5 y. WEIR EL t"'K 30 9-2 9-6 5-0 2-4 2-3 X XI _ A 36 11-2 11-6 5-6 2-10 2-4.5 42 13-2 13-6 6-0 3-4 2-6 STORMTECH SYSTEM ay MC-3500 STORMTECH SYSTEM #2 MC-3500 48 15-2 15-6 6-6 3-10 2-7.5 1"=10' 1"=10' L 12' (2)#4 DIA.REBARS 4"WEEP HOLE 3" \ Ou_ ,may,y 30"STANDARD DMH&GRATE 30"STANDARD DMH&GRATE - CAST IRON FRAME AND COVER CAST IRON FRAME AND COVER f W 1 IF NECESSARY ADJUST TO H-20 LOADING H-20 LOADING 3^ GRADE WITH HARD RED BRICK-2C MINIMUM,12"MAX. F.G. F.G. CONCRETE HEADWALL (CONCRETE COLLARS AND BARREL BLOCKS ARE NOT ACCEPTABLE.) SINGLE PIPE SYSTEM NOT TO SCALE NOTE 1 NOTE ALL SECTIONS SHALL BE CONCRETE 15"INVIN=6055 ALL SECTIONS SHALL BE CONCRETE . . CLASS AA(4000 PSI). CLASS AA(4000 PSI). 8"PRECAST SLAB SECTION - CIRCUMFERENTIAL REINFORCEMENT 8"PRECAST SLAB SECTION CIRCUMFERENTIAL REINFORCEMENT ' SHALL BE 0.12 SQ.IN.PER L.F.IN SHALL BE 0.12 SQ.IN.PER L.F.IN 4_0^ ALL SECTIONS AND SHALL BE 15"INV.OUT=60.55 t' 4'-0" - ALL SECTIONS AND SHALL BE RECTANGULAR WEIR - PLACED IN THE CENTER THIRD OF RECTANGULAR WEIR PLACED IN THE CENTER THIRD OF ELEV INV.ELEV.=64.00 . THE WALL.THE TONGUE OR THE INV. THE WALL.THE TONGUE OR THE - - =64.00 - - GROOVE OF THE JOINT SHALL _:. � � GROOVE OF THE JOINT SHALL CONTAIN ONE LINE OF ' - CONTAIN ONE LINE OF / - CIRCUMFERENTIAL REINFORCEMENT _ CIRCUMFERENTIAL REINFORCEMENT 15"INV.oUT=60.55 EQUAL TO 0.12 SQ.IN.PER L.F. EQUAL TO 0.12 SQ.IN.PER L.F. ! 15'INV.IN=60.25 15"INV.OUT=59.56 RECTANGULAR WEIRSITE DEVELOPMENT - INV.ELEV.=64.00 RECTANGULAR WEIR 15"INV.O=60.56 EXISTING SUBGRADE OR TAX MAP 3 4 LOT 5 0 15"INV.IN=60.55 EXISTING SUBGRADE OR INV.ELEV.=64.00 15"INV.IN60.25 - COMPACTED FILL - - COMPACTED FILL DETAIL SHEET PLAN CLIMATE-CONTROLLED SELF-STORAGE NOTE:ALL PRECAST SECTIONS SHALL CONFORM TO ASTM C-478 6"MINIMUM DRAINAGE NOTE:ALL PRECAST SECTIONS SHALL CONFORM TO ASTM C-478 6"MINIMUM DRAINAGE BEECHWOOD DR.,NORTH ANDOVER,MA STONE BEDDING STONE BEDDING OS-1 ELEVATION O�-2 ELEVATION PLAN�tN OFu OWNED BY �� ALBACADO LIMITED PARTNERSHIP NOT TO SCALE 3 P -T ALE PREPARED FOR ►+0M13 THE STUBBLEBINE COMPANY as�M,u cp tD(� SCALE:AS SHOWN FEBRUARY 10,2021 Civil Engineers 48 Constitution Drive Structural Engineers Bedford,NH 03110 Copyright 2021©Thomas F.Moran,Inc. Traffic Engineers phone(603)472-4488 48 Constitution Drive,Bedford,N.H.03110 Land Surveyors All rights reserved.These plans and materials may not be copied, Landscape Architects Fax(603)472-9747 duplicated,replicated or otherwise reproduced in any form whatsoever Scientists www.tfmaron.com without the prior written permission of Thomas F.Moran,Inc. This plan is not effective unless signed by a duly authorized officer of F rRK PwH FB Thomas F.Moran,Inc. 31968.00 RED'AD 31968-00 DETAILS C-15 REV. DATE OESCR/PI/ON OR CA' E / /R/CAP(F) � wa i D WOOD DRIVE - BEECH , j EE EME T A f pRAINA IR(F) i O\/P/CAP(F) \ *� \� MODULAR q� CONCRETE RETAINING WALL moo 'O RAfNAGE EASEMENT \ \ cp o-,��o vi O o o F r00CT C� yT o SITE DEVELOPMENT PLANS C \ � ,j / •, j \ TAX MAP 34 LOT 50 TRUCK TURNING MOVEMENTS PLAN CLIMATE—CONTROLLED SELF—STORAGE \ \ BEECHWOOD DR.,NORTH ANDOVER,MA \ �Nopu CFI` OWNED BY DUVAL ALBACADO LIMITED PARTNERSHIP CIVIL. .470 PREPARED FOR —— N THE STUBBLEBINE COMPANY NAL 10 D� SCALEi DECEMBER 8,2020 lvi -' \ "- --�,,,.�.,_.... �_, ,�__ __ \ Structumin Engineers Bedford, dstiNHl 031on D10e e Copyright 2021©Thomas F.Moran,Inc.` �aA�F -- '�\ \ \ Traffic Engineers 48 Constitution Drive,Bedford,N.H.0311Q Phone(603)472-4488 _3 Land Surveyors All rights reserved.These plans and materials may not be copied, '` HORIZONTAL SCALE 1"=20' Landscape Architects Fax(603)472-9747 duplicated,replicated or otherwise reproduced in any form whatsoever 20 10 0 20 Scientists www.tfmoran.com without the prior written permission of Thomas F.Moran,Inc. 5 w>6 F DR JSH I FB This plan is not effective unless signed by a duly authorized officer of eq - 1 31968.00 T-1 Thomas F.Moran,Inc. I REV. OA ZE DESCRIP7701V OR CK E CK I CADFILE 1 31968-00 SITE PLANS