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HomeMy WebLinkAbout210318 31968-00 Stubblebine Site Plans_Rev01 - - 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 P-1 DRAINAGE&SEWER PROFILES LEXINGTON MA 02421 REFERENCE PLANS BY ASSOCIATED PROFESSIONALS RESOURCE LIST L-1 LIGHTING PLAN a — ARCHITECTURAL ELEVATIONS PLANNING/ZONING DEPARTMENT 120 MAIN STREET STO NORTH ANDOVER,MA 01845 978-668-9535 JEAN ENRIGHT,PLANNING DIRECTOR BUILDING DEPARTMENT BEECHWOOD DRIVE ■ ■ LF 120 MAIN STREET RAG 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 1 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 ttl OF OWNED BY o° ` TE. ALBACADO LIMITED PARTNERSHIP r+o.a7003 °et,) PREPARED FOR ti° THE STUBBLEBINE COMPANY fs � y1 SCALEi NTS DECEMBER S,2020 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 F DR FB This plan is not effective unless signed by a duly authorized officer of � REI! 3/18/21 PER DATE CONSULTING REV PAWN OR CK E 31968.00 C-1 Thomas F.Moran,Inc. CK CADRLE 31%8-00 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 jkl OF OWNED BY ROBERT E. ALBACADO LIMITED PARTNERSHIP DMAL CIVIL NO.4700 et,) PREPARED FOR is 1p THE STUBBLEBINE COMPANY V 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. This plan is not effective unless signed by a duly authorized officer of 1 03/18121 PER CONSULTING REVIEW JH RD IDRI I FB Thomas F.Moran,Inc. ■ Df-SCIF111170N ---1 31968.00 C-2 DR­ ICKI I CADFILE 31968-00 SITE PLANS ----------------------- —--------------------------------------------------------- —------------- MAP 34 LOT 42 N/F MICROWAVE ENGINEERING CORP 7HY-8 1551 OSGOOD ST IRON ROD NORTH ANDOVER,MA 01845 EL 19 lj RCRD 8K.*03531 PGA0258 IRICAP(F) 5- 041 N'­ A 0 WO0 rc N RC 7 0 -7 RC 0 j it: Gl NIS OD \7 W VICINITY PLAN SCALE: �VL - --- 8 W REFERENCE PLANS fz 1 PLAN OF LAND LOCATED IN NORTH ANDOVER-RECORD OWNERS&APPLICANT-ALFRED F. 1755 OSGOOD STREET-NORTH ANDOVER M COTARINO&JEAN A.M.COTARINO A DATED JULY V76'24 17,1996-PREPARED BY CHRISTAINSEN SERGE(-RECORDED AS ENRD PLAN#12911. I &< G SF- 2. AS-BUILT PLAN&PROFILE-BEECHWOOD DRIVE-LOCATED IN NORTH ANDOVER,MA.-DATED -"\----INA AUGUST 29,1997-PREPARED BY CHRITIANSEN&SERGI-ON FILE WITH THE TOWN OF NORTH -A IRON ROD ------ 20 ANDOVER. 4 `i v _ ��- 2-—5 � RMV 552 3.PROPOSED SITE DEVELOPMENT PLANS-ASSESSORS MAP 34 LOT 7-1503 OSGOOD STREET Z - >' _\ , \ / 5e, IR(F) (ROUTE 125)/ORCHARD HILL ROAD-NORTH ANDOVER,MASSACHUSETTS 01845-PREPARED P Z� -470 WASHINGTON STREET-BRIGHTON,MA 02135-DATED 8'RIC 15 FOR HERA DEVELOPMENT CORP. �E ` h \ MAY 13,2010,REVISED 1/16/10-PREPARED BY MHF DESIGN CONSULTANTS-RECORDED AS 'A/c ENRD 16333. A;1Pq0X OCA 4.PLAN TO ACCOMPANY AN ABBREVIATED NOTICE OF RESOURCE AREA DELINEATION IN NORTH ANDOVER-DATED NOVEMBER 1,2019,REVISED NOVEMBER 13,2019-PREPARED BY WILLIAMS t 788.0 0' SPARAGES-ON FILE WITH THE TOWN OF NORTH ANDOVER. 9( IRICA,f) NOTES a--��D , \ ` 1. OWNER OF RECORD OF MAP 34 LOT 50: ii MAP 34 LOT 51 ALBACADO LP WF PO BOX 334 45 BE*IWOOD,ULC NORTH ANDOVER,MASSACHUSETTS 01845 P$4 LOT 50 190 45 BEECHWOOD DRIVE DEED REFERENCE TO PARCEL IS SK.4647 PC.289 Z, A MA NORTH ANDOVER,MA 01845 RCRD W*ISM PG.#176 INDICATES TAX MAP AND LOT NUMBER. 124,684 SQ.FT. (2-86 ACRES) sagNT 2. THE PURPOSE OF THIS PLAN IS TO DEPICT THE EXISTING SITE CONDITIONS OF TAX MAP 34 LOT 50 4 �-10 % AS OBSERVED ON NOVEMBER 20&24.2020. ORAIIVI 3.PER THE TOWN OF NORTH ANDOVER GIS,THE CURRENT ZONING OF THE PARCEL IS CORRIDOR EA DEVELOPMENT DISTRICT 3(CDD3).NOTED DIMENSIONAL REQUIREMENTS CITED IN THE ZONING BYLAW: O �" \ `6*` \ \ \ \ MIN.BUILDING SETBACK:15'FRONT,20'SIDE AND 30'REAR FLOOR AREA RATIO:0.75:1 V MAXIMUM LOT COVERAGE:70% MAXIMUM BUILDING HEIGHT:45' ni g b _ \\ ��' �, , \ - -y < 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 US SUBJECT PARCEL IS LOCATED WITHIN ZONE X;AREAS NOT SUBJECT TO THE 0.2%ANNUAL PERCENT CHANCE FLOOD. 5.PROJECT DATUM IS MASSACHUSETTS MAINLAND STATE PLANE COORDINATES NA083/2001, NAV088(2018),BENCHMARKS WERE SET AS NOTED, °R `/ S„ 1'4t '= j; ` `��,' `\ \ ` '1 DURING RESEARCH PERFORMED AT THE ESSEX NORTH COUNTY REGISTRY OF DEEDS. OTHER RIGHTS, "4p, EASEMENTS,OR RESTRICTIONS MAY EXIST WHICH A TITLE EXAMINATION OF SUBJECT PARCEL(S) 6. EASEMENTS,RIGHTS,AND RESTRICTIONS SHOWN OR IDENTIFIED ARE THOSE WHICH WERE FOUND WOULD DETERMINE. wvv�4,q ON A F,�)?OX 0 TOk 42 CMP N/ 7. THE LOCATION OF ANY UNDERGROUND UTILITY INFORMATION SHOWN ON THIS PLAN IS SUE QUALITY L V LEVEL 0 AND DEPICTED APPROXIAMTELY.ITMORAN INC.MAKES NO CLAIM TO THE ACCURACY OR \. -\ - COMPLETENESS OF UNDERGROUND UTILITIES SHOWN. PRIOR TO ANY EXCAVATION ON SITE THE At - ` / CONTRACTOR SHALL CONTACT DIG SAFE AT 811. 71� B.WETFLAGS A-36 THROUGH A-49 ARE A WORK PRODUCT OF WILLIAMS AND SPARAGES AND ARE OEPICTEO FROM REF,PLAN#4 AT THE DIRECTION OF THE CONSERVATION AGENT OF THE TOWN OF ANDOVER. BUILDING ILUINr,SETBACK LNE -41 'AL AU WF MAP 34 LOT 17 'k, A, 477.58' 1600 OD STREET,ULC 0 585'e7 2 1 V OSGO OmPROPERTIES N 7 I6W OSGOOD STREET r8u-c NORTH ANDOVER,MA 01945 cavCREIF ROUND RCRD BK#8213 PGA272 11 08 6 MAP 34 LOT 7 10B F) \ K . - - N/F SERVICE BURY,LLC fry 6 M OSGOOD STREET NORTH ANDOVER,MA 01845 �1,A 7L RCRD MC*11775 PG.#298 ', ON/AL 5 757 o 2 A X TAX MAP 34 LOT 50 SURVEY ENDORSEMENT EXISTING CONDITIONS PLAN A, A, ON/ TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, PROJECr INFORMATION AND BELIEF,THIS PLAN WAS PREPARED FROM PLANS AND DEEDS OF RECORD,AND FROM A BEECHWOOD DR.,NORTH ANDOVER,MA FIELD SURVEY MADE BY ME ON NOVEMBER 20 AND 24 2020,AND THAT THE WORK WAS A. ACCORDANCE WITH 250 CMR 6.00.PERFORMED IN ICH OWNED BY ALBACADO LIMITED PARTNERSHIP PREPARED FOR o SAP4. WETLAND CERTIFICATION STUBBLEBINE CO. JURISDICTIONAL WETLANDS SHOWN ON THIS PLAN WERE DELINEATED ON V, SCALE.V-30' December 21,2020 NOVEMBER 13,2020 BY CHRISTOPHER K.DANFORTH NH CWS#077. THE WETLANDS WERE DELINEATED ACCORDING TO THE CORPS OF ENGINEERS WETLAND DELINEATION MANUAL(1987)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 WETLAND(S)WERE Structural Engineers Bedford,NH 03110 Coright 2020 @Thomas F.Moran,Inc. IDENTIFIED USING'FIELD INDICATORS OF HYDRIC SOILS OF THE UNrrIED Traffic Engineers py Phone(603)472-4488 48 Constitution Drive,Bedford,N.H.03110 STATES'A GUIDE FOR IDENTIFYING AND DELINEATING HYDRIC SOILS, 12L 1 Land Surveyors NRCS,VERSION 8.1,2017.DOMINANCE OF HYDROPHYTIC VEGETATION Landscape Architects Fox(603)472-9747 )All rights reserved. These plans and materials may not be copied, WAS DETERMINED USING THE USACE NATIONAL WETLAND PLANT LIST, Scientists www,tfmoran.com duplicated,replicated or otherwise reproduced in any form whatsoever NWPL 2016 VERSION 3.3 HTTP://WETLAND-PLANTS.USACE.ARMY.MIL. 30 15 0 30 without the prior written permission of Thomas F.Moran,Inc. P. F I-RIMIH 1 '13 1 B.2163 P.59-54 This plan is not effective unless signed by a duly authorized officer of PLAT D CV*A�D`I�AIA L,1 31968.00 SHEET1 OF 1 Thomas F.Moran,Inc. CONTACT DIG SAFE 72 BUSINESS DESCRIPTION DR I ICKI JH I I HOURS PRIOR TO CONSTRUCTION NOTES \` REMOVE CURB t 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATIONS,SIZE,AND 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 .QH�FJ _� - - i 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 v TIMES. 3. DRl .. THE CONTRACTOR SHALL VERIFY ALL SURVEY INFORMATION IN THE FIELD AND REPORT ANY DISCREPANCIES TD THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. WOOD OO \ 4.EXISTING UTILITY SERVICES TO BE DISCONTINUED ARE TO BE CAPPED AS REQUIRED BY THE RESPECTIVE V - _ UTILITY COMPANIES. 5.CONSTRUCTION DEBRIS AND INVASIVE SPECIES SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A REMOVE CURB - - - LEGAL MANNER. ` SALVAGE FOR REUSE -i / 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 CONTACT hO CONSTRUCTION LANDSCAPE ARCHITECT IMMEDIATELY IF ANY TREES ARE DAMAGED DURING \ / STABILIZED CONSTRUCTION J y / EXIT TYP. _ - — DRAINAG / 2 STABILIZED � Z CONSTRUCTION EXIT(TYP.) OO AP(F) /\ \ �j INSTALL TEMPORARY) SILT FENCE(TYP.) -v_ v \ W0 DRAINAGE EASEMENT \ \ LOCATEDUSE TONNABOT TO UTTER PROAR ANY PERTY ERTY TREES ]O \ / O OCLEAR&GRUB � \ o LIMIT OF CLEARING(TYP.) ci o-�\ .o ti i X X _ SITE DEVELOPMENT X / \ \ TAX MAP 34 LOT 50 SITE PREPARATION PLAN C _ ` v LIMATE�ONTROLLED SELF STORAGE \ \ \\ .• \ c \ v v BEECHWOOD DR.,NORTH ANDOVER,MA OFIV ♦\ as� � ��. ,.> — ,\ OWNED BY \ 6 CB.0 (F) ` � `\ m \ � �� f�t:te�c ALBACA PARTNERSHIP DO LIMITED io s `° 1 PREPARED FOR o ti 1p THE STUBBLEBINE COMPANY '�JONAI SCALE,1•■201 FEBRUARY 10,2021 c Civil Engineers 48 Constitution Drive tructural Engineers f NH 1 Copyright 2021©Thomas F.Moran,Inc. okc sgpF e Bedford, 03 10 — ,v Traffic Engineers 48 Constitution Drive,Bedford,N.H.03110 id`. — 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 V£s 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. ; jp a6 F This plan is not effective unless signed by a duly authorized officer of � ,0 1 03/18/21 PER CONSULTING REVIEW JH RD I DR JSH FB — �.� L 31968.00 C-3 Thomas F.Moran,Inc. ��rocasmucnm REV DATE DESCR/PT/ON OR CK E 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 .OH/F/) r� SGC AREA OF PARCEL=124,684t SF OR2.86 AC ( `, -- ZONED: CDD 3 CORRIDOR DEVELOPMENT DISTRICT 3 PAVEMENT PATCH - p '. EXISTING USE: VACANT EGB�H(FJ (TYP)� PROPOSED USE: CLIMATE CONTROLLED SELF—STORAGE ' `vim y- - THE PURPOSE OF THIS PLAN IS TO SPECIFY REQUIRED IMPROVENTS ASSOCIATED WITH A PROPOSED -- -- - V/% .., '. SGC 2p� - STOP SIGN R1-11 / ;� THREE STORY,90,000 GSF,CLIMATE CONTROLLED SELF—STORAGE BUILDING. / VE \� /' D 6'TALL CHAIN LINK DIMENSIONAL — .P_ DIMENSIONAL REQUIREMENTS(CURRENT ZONIN FI,GB.D.H.rFJ/' oOD DRl � /••� m � FENCE(TYP.) - � REQUIRED: PROVIDED: _ _- MINIMUM LOT DIMENSIONS: LOT AREA 108,900 SF 124.684 SF(2.86t AC) 30'WIDE DOUBLE SWING GATE LOT FRONTAGE 250 FT 230f FT(OSGOOD ST) ' _ 354f FT(BEECHWOOD DR) ., SAWCUT EXIST _ - MINIMUM YARD DIMENSIONS PAVEMENT(TYP) �� �� — IM R FRONT 15 FT 22 FT SIDE 20 FT 47 FT REAR 30 FT MAXIMUM STRUCTURE DIMENSIONS: SCC -20• N715 1,' ���—R10P SIGN \ LOT COVERAGE HEIGHTBUILDING 70745 FT 40�FT p R- 352 7 \— /_a MINIMUM OPEN SPACE 30% 59% — / O �e ._ _ _ z , PARKING REQUIREMENTS i SEME ul R J L PARKING SPACES SEE CALCULATION 23 SPACES 8 PUBLIC SPACES ADA RAMP E EA r / ( ) (TYP.)- DRAINA -c / �� - 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;IOFT X 20FT AISLE WIDTH 25 FT 25 FT PARKING CALCULATIONS / 0 REQUIRED PARKING RATIO:8'WIDE OUTDOOR STORAGE:1 SPACE PER 4,000 SF OF GROSS FLOOR AREA PROPOSED SIGN LOCATION A O ACCESS UNIT (TYP.) v\/ ��- ;, TOTAL REQUIRED=90,000 GSF/4,000 SF=22.5 OR 23 SPACES �oq DOOR(TYP.) v 1� NOTES L=78 -\ LIGHT P E W/ BOLLARD(TYP-) 'SINGE EAD oA K i o• 1. BOUNDARY,TOPOGRAPHY,AND WETLANDS INFORMATION SHOWN HEREON IS BASED ON FIELD SURVEY ---- FIXTURE\( P.) �y \ ww\ PERFOMED BY THIS OFFICE. \ \ 4•" \ HANDICAP SIGN 2.WETLAND AND WETLAND BUFFER IMPACTS WILL REQUIRE A FILING OF A NOTICE OF INTENT 0 /R/C4P(F� D R R7-8&R7-8A APPLICATION TO THE MASSDEP. \ \ I®�• ADA RAMP(TYP.) �^ 3.THE LOCATION OF ANY UTILITY INFORMATION SHOWN ON THIS PLAN IS APPROXIMATE.TFMORAN INC. •O o�_ MAP 34 s MAKES NO CLAIM TO THE ACCURACY OR COMPLETENESS OF UTILITIES SHOWN.PRIOR TO ANY rp• p HANDICAP SIGN Gov EXCAVATION ON SITE THE CONTRACTOR SHALL CONTACT DIG SAFE AT 1-888-344-7233. �f \ R7-8&R7-8A 0 MODULAR w \ i a,. ® �O CONCRETE i RETAINING WALL cC, T,a DRAINAGE EASEMENT O °-0 4>2 — O IDR O OSNOW STORAGE + v 4 AREA(TYP) 'vA\ SIGN LEGEND % 32'WIDE DOUBLE 2 O \\� SIZE(INCHES) DESIGN- $ �� (COLORING,TEXT SIZE, NO.OF SWING GATE ^ ID SIGN ( SPACING,SHAPE, SIGNS N \ \ \ WIDTH HEIGHT RETROFLECTIVITY,ETC.) \�O_: i 6'TALL CHAIN LINK- -I ' \ FENCE(TYP.) R1-1 STOP 30 130 1 12 y \�� �' F RESERVED REFER TO THE 2009 MANUAL � LIMIT OF CLEARING(TYP.) R7-81 1z 8 ` q PARKING ON UNIFORM TRAFFIC �— \ Fo 2 '9 w z _ \ OD ® CONTROL DEVICES(MUTCD) FOR STREETS AND HIGHWAYS i \ 8'WIDE OUTDOOR ACCESS UNIT o r ® (TYP.) - \ \ ✓�C R7-8Pz nccEssls�s 18 9 2 WALL MOUNTED LIGHT(TYP.) ° \ \ 5 \ S' '\ 1 SHALL BE IN ACCORDANCE WITH TOWN OF NORTH ANDOVER STANDARDS � NOTH A HANDICAP PARKING SIGNS �"' �8 F�� AND ADA REGULATIONS. _ v 2.PER ADA STANDARDS,A"VAN ACCESSIBLE"PLAQUE DOES NOT RESTRICT USE OF ACCESSIBLE SPACES TO VAN USERS ONLY. y �0 -- A _ i V DEVELOPMENT — � 4 TAX MAP 34 LOT 50 Sg5.2721 w SITE LAYOUT PLAN CLIMATE—CONTROLLED SELF—STORAGE klOF BEECHWOOD DR.,NORTH ANDOVER,MA r�ttaF,r OWNED BY 61C.B.D.H.rF) ALBACADO LIMITED PARTNERSHIP No. 3 ��til PREPARED FOR 1p js THE STUBBLEBINE COMPANY SCALE,11■201 FEBRUARY 10,2021 , ,U2 Civil Engineers 48 Constitution Drive Structural EngineersBedford,NH 1 Copyright 2021©Thomas F.Moran,Inc. o�c sgpF •' S e 03 10 48 Constitution Drive,Bedford,N.H.03110 - ---- -- Traffic Engineers 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 � 20 10 0 20 Scientists www.tfmoron.cam without the prior written permission of Thomas F.Moran,Inc. sue-I �p a6 F This plan is not effective unless signed by a duly authorized officer of � ,0 1 03/18/21 PER CONSULTING REVIEW JH RD I DR JSH FB — .�,� L 31968.00 C-4 Thomas F.Moran,Inc. ��rocasmucnm REV DATE DESCR/P17ON DR Cl( E CK RED CADFILE 31968-00 SITE PLANS Structure Table Structure Table Structure Table Pipe Table Structure Name' Structure Details Structure Name- Structure Details Structure Name Structure Details Pipe Name Size=Length Slope RIM=67.48 RIM=67.19 RIM=67.61 Pipe-(17) 6" 13 L.F. 0.60% CB 1 Pipe-(33) INV OUT=62.900 INLET 2 Pipe-(4) INV IN=60.550 15DO GAL SEPTIC TANK Pipe-(17) INV IN=63.922 Pipe-(18) INV OUT=63.919 Pipe-(18) 6" 7 L.F. 0.74% GB 2 RIM-66.70 INLET 3 RIM=67.75 RIM=67.11 Pipe-(32) INV OUT=62.500 Pipe-(24)(1) INV IN=60.331 D-BOX INLET 1 pipe-(2RI INV IN=63.110 Pipe-(19)_6" 48 L.F. 0.78% RIM=67.69 RIM=66.32 Pipe-(20),6" 32 L.F. 0.54% CB 3 Pipe-(3) INV OUT=63.550 O.S.1 Pipe-(26) INV IN=60.440 OUTLET RIM=68. 15 Pipe-(27) INV OUT=60.340 Pipe-(17) INV OUT =63.999 RIM=66.92 CB 4 Pipe-(8) INV IN=62.438 RIM=66.34 RIM=67.88 Pipe-(4) INV OUT=60.550 OUTLET 1 Pipe-(26) INV OUT=60.500 SEPTIC TANK OUTLET Pipe-(18) INV IN=63.864 Pipe-(19) INV OUT=63.767 CB 5 RIM=80.25 I RL 1 RIM=65.93 RIM=67.20 Pipe-(36) INV OUT=76.300 Pipe-(10) INV OUT=61.789 SEWER CLEANOUT 1 Pipe-(19) INV IN=63.393 RIM=79.25 RIM=66.89 Pipe-(20) INV OUT=63.282 CB 6 Pipe-(35) INV OUT=75.000 RL 2 Pipe-(12) INV OUT=62.750 Structure-(36) RIM RIM=79.25 RIM=66.89 CB 7 Pipe-(34) INV OUT=75.310 RL 3 Pipe-(8) INV OUT=62.750 RIM=79.79 RIM=0.00 DMH 1 Pipe-(13) INV IN=75.576 RL 4 Pipe-(9) INV OUT=74.750 Pipe-(14) INV OUT=75.499 RIM=0.00 RIM=67.57 RL 5 Pipe-(11) INV OUT=74.750 Pipe-(2) INV IN=60.426 DMH 1A Pipe-(10) INV IN=61.470 RIM=79.87 Pipe-(33) INV IN=62.700 RL 6 Pipe-(13) INV OUT=75.729 Pipe-(1) INV OUT=60.317 RIM=66.99 Pipe-(3) INV IN=63.038 DMH 2A Pipe-(12) INV IN=62.331 Pipe-(32) INV IN=62.300 Pipe-(2) INV OUT=60.657 RIM=67.34 DMH 4 Pipe-(24) INV IN=60.390 Pipe-(24)(1) INV OUT=60.390 RIM=80.06 DMH 5A Pipe-(6) INV IN=73.300 Pipe-(36) INV IN=76.000 Pipe-(5) INV OUT=73.253 RIM=79.50 Pipe-(7) INV IN=74.222 DMH 6A Pipe-(9) INV IN=74.609 Pipe-(35) INV IN=74.900 Pipe-(6) INV OUT=74.066 RIM=79.59 Pipe-(11) INV IN=74.606 DMH 7A Pipe-(14) INV IN=75.200 Pipe-(34) INV IN=75.100 Pipe-(7) INV OUT=75.093 RIM=78.25 DMH2 Pipe-(5) INV IN=72.761 Pipe-(23) INV OUT=67.437 RIM=65.53 DMH3 Pipe-(23) INV IN=60.541 Pipe-(24) INV OUT=60.428 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-01 Pipe-(31) INV IN=59.493 RIM=66.08 INLET 1 Pipe-(1) INV IN=60.317 D -C HE--- B-EEC-WOOD- --- - A-- -MA -- C - -- E-- - --- BLEB-NE COMPANY - _E F _-- ice.,_ NOTES 1 ALL WORK SHALL CONFORM TO THE APPLICABLE REGULATIONS AND STANDARDS OF THE TOWN OF NORTH 84.14 ANDOVER,AND SHALL BE BUILT IN A WORKMANLIKE MANNER IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 9.H(F) 80.17 2.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE HIMSELF WITH THE SITE AND ALL SURROUNDING CONDITIONS. 7767 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 V, 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" OD D (811)AT LEAST 72 HOURS BEFORE DIGGING. 6 1�B.L9.A wo .......... 4,THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES OWNING UTILITIES,EITHER OVERHEAD OR UNDERGROUND,WITHIN THE CONSTRUCTION AREA AND SHALL COORDINATE AS NECESSARY WITH THE UTILITY COMPANIES OF SAID UTILITIES.THE PROTECTION DR RELOCATION OF UTILITIES IS ULTIMATELY THE X 81.00 RESPONSIBILITY OF THE CONTRACTOR. 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. 57.41 5.69 6-ALL MANHOLES IN PAVEMENT SHALL HAVE RIMS SET TO FINISH GRADE REGARDLESS OF ANY ELEVATIONS BOW=11 OTHERWISE SHOWN. TOW=11 DMH 1 7.ALL EXCAVATIONS SHALL BE THOROUGHLY SECURED ON A DAILY BASIS BY THE CONTRACTOR AT THE D COMPLETION OF CONSTRUCTION OPERATIONS IN THE IMMEDIATE AREA. SEMCNT RL 6 E EA 8�THE EROSION CONTROL PRACTICES SHOWN ON THESE PLANS ARE ILLUSTRATIVE ONLY AND SHALL BE of?A A SUPPLEMENTED BY THE SITE CONTRACTOR AS NEEDED. OW=80 MH 7A 9,COORDINATE WITH MECHANICAL AND PLUMBING PLANS FOR ROOF DRAIN INFORMATION. W=94 CB 3 2 5 10.LIMITS OF WORK ARE SHOWN AS APPROXIMATE.THE CONTRACTOR SHALL COORDINATE ALL WORK To 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 80.0 0 CONDITIONS AT THE SITE. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS.THE BDV=80 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT DISCREPANCIES TO THE ENGINEER. TDW=',B5 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 RL 2 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 14.IN THE EVENT OF A CONFLICT BETWEEN PLANS,SPECIFICATIONS,AND DETAILS,THE ENGINEER SHALL BE (0 80.00 TOW=86' CAP(f) DMH 2A NOTIFIED IMMEDIATELY FOR CLARIFICATION. FOUNDATION DRAIN 15.IF CONDITIONS AT THE SITE ARE DIFFERENT THAN SHOWN THE ENGINEER SHALL BE NOTIFIED PRIOR TO INV.OUT=61.00 F80 Do PROCEEDING WITH THE AFFECTED WORK. MAP 34 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 BOW=80 CONCRETE TOW=88 PLANS EXCEPT UPON THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. MH 6A RETAINING WALL F-7-7-SR 1/1 67 0 6.0 RL 1 C; 17.TFMORAN INC.ASSUMES NO LIABILITY FOR WORK PERFORMED WITHOUT AN ACCEPTABLE PROGRAM OF TESTING AND INSPECTION AS APPROVED BY THE ENGINEER OF RECORD. 1, 79.50 DMH B Bow=80 � DRAINAGE 68.00 79.25 TOW=88 D 68.00 F; 9 RL'4 O 100 L.F.,6"HOPE INLET S=1.00% BOW=80 A A\ TOW=88 to A D A STORMTECH SYSTEM#2 60 MC-3500 CHAMBERS FOUNDATION DRAIN DMH6 A INV OUT=60.00 BOW=80 OS-2 X \\TO W�­8 6 E*" RIM=6.2 INV.IN=60.55 INV.OUT=60.55 REFER TO DETAIL 79.5 BOW 81 RIPRAP CUTLET INLET 2 APRON(TYP.) F TOW 87 DMH 5A HW-1 795 INV.OUT=59.50 0.25 DMH 4A66.9 68.00 79.0 X CB,5 26 L.F.,15"HOPE _C8 4 BOW,81 low 88 79.5 a O-A \11 �_'\ 1 1,A\ RIM=6.2 O 81.00 A\ INV.IN=7 6044 REFER• _U Ho OUTLET 1' 00 R TO 6ETAIL 81.80 1.00 F6 070 A 81.00 I0 STORMTECH SYSTEM#1 68.2 1.80 48 MC-3500 CHAMBERS r6_7_7_01 E 3 84 77 7------- ....�7 68.20 X SITE DEVELOPMENT PLANS 4 TAX MAP 34 LOT 50 A, DMHS GRADING&DRAINAGE PLAN CLEWATE-CONTROLLED SELF STORAGE BEECHWOOD DR.,NORTH ANDOVER,MA �75 5�_ 55- 7 (ki OF OWNED BY 6-C.9.0 (F) ALBACADO LIMITED PARTNERSHIP et,)\ s ` \ NO.47 3 PREPARED FOR THE STUBBLEBINE COMPANY ------------- ------------------ - firs SCALE,I'm201 FEBRUARY 10,2021 Civil Engineers 48 Constitution Drive sAp, Structural Engineers Be ford,NH 03110 Copyright 2021©Thomas F.Moran,Inc. gp Traffic Engineers 48 Constitution Drive,Bedford,N.H.03110 id Land Surveyors Phone(603)472-4488 All rights reserved.These plans and materials may not be copied, HORIZONTAL SCALE 1"=20' Landscape Architect. Fax(603)472-9747 duplicated,replicated or otherwise reproduced in any form whatsoever. 2 20 Scientists www.tfmoran.com without the prior written permission of Thomas F.Moran,Inc. 0 10 0 DR JSH FB This plan is not effective unless signed by a duly authorized officer of 1 03/18/21 PER CONSULTING REVIEW JH RD 31968.00 C-5 Thomas F.Moran,Inc. IFEV DATE DE-SCRI11170N f?"?C/( 319( ICKI RED CADFILE1 31968-00 SITE PLANS ...... 7LE I NOTES------ LIVE TAP i 1. ALL WORK SHALL CONFORM TO THE APPLICABLE REGULATIONS AND STANDARDS OF THE TOWN OF NORTH EXIST.WATERMAN ANDOVER,AND SHALL BE BUILT IN A WORKMANLIKE MANNER IN ACCORDANCE WITH THE PLANS AND COORD W/WATER SPECIFICATIONS. • PROVIDER PRIOR TO 9.H(F) CONSTRUCTION 2.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE HIMSELF WITH THE SITE AND ALL TIE INTO EXISTING SURROUNDING CONDITIONS. 05 1�g. (f) .AS MAIN UTILITIES) (BY LIBERTY 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 61N.CLDI 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" VIC (811)AT LEAST 72 HOURS BEFORE DIGGING. OD D 61 V wo 4.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES OWNING UTILITIES,EITHER OVERHEAD OR PROPOSED CURB UNDERGROUND,WITHIN THE CONSTRUCTION AREA AND SHALL COORDINATE AS NECESSARY WITH THE UTILITY STOP COMPANIES OF SAID UTILITIES.THE PROTECTION OR RELOCATION OF UTILITIES IS ULTIMATELY THE 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 PLANS.ALL SEWER MAINS AND FITTINGS SHALL BE PVC AND SHALL CONFORM TO ASTM F 679(SDR 35 MINIMUM).SANITARY MANHOLES SHALL CONFORM TO NHDES WATER DIVISION WASTEWATER ENGINEERING ----------- Q PROPOSE D STORZ BUREAU STANDARDS AND SPECIFICATIONS SHOWN HEREON. ,MEN SYAMESE FD CONNECTION A CA-- 3. ON—SITE WATER DISTRIBUTION SHALL BE TO NORTH ANDOVER WATER&SEWER DEPARTMENT STANDARDS Al PROPOSED DOMESTIC AND SPECIFICATIONS.WATER MAINS SHALL HAVE A MINIMUM OF 5.5 FEET COVER.WHERE WATER PIPES PROPOSED &FIRE SERVICE(COORD CROSS SEWER LINES A MINIMUM OF 18"VERTICAL SEPARATION BETWEEN THE TWO OUTSIDE PIPE WALLS —---- RISER W/PRIMARY CONNECTION — W1 MEPFP PLANS) SHALL BE OBSERVED.HORIZONTAL SEPARATION BETWEEN WATER AND SEWER SHALL BE 10 FEET MINIMUM. HIM UGE PROPOSED NATURAL GAS SERVIC E 9.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONDUIT AND WIRING TO ALL SIGNS AND LIGHTS. (COORD W/MEPFP PLANS) CONDUIT TO BE A MINIMUM OF 24"BELOW FINISH GRADE. 10.VERIFY UTILITY CONNECTIONS TO BUILDING WITH ARCHITECTURAL DRAWINGS. 11.ALL EXCAVATIONS SHALL BE THOROUGHLY SECURED ON A DAILY BASIS BY THE CONTRACTOR AT THE COMPLETION OF CONSTRUCTION OPERATIONS IN THE IMMEDIATE AREA. UGE PROPOSED 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 vt PROPOSED v ALIGNMENTS. E/T/C SERVICES 14,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 D—BOX I ET 1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT DISCREPANCIES TO THE ENGINEER. 0 1R11C'A P(F) 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. 1500 GAL SEPTIC TANK MAP 34 51 0, MODULAR OUTLET 0 CONCRETE 0 6" OUTLET 2 RETAINING WALL 6" 9 L.F. ? S=0.60% EASEMENT6" DRAINAGEE28 L.F D M H 1 A S=0.54% CB O SEWER CLEANOUT ,� O A A DIVH6 -:0 \ \ CB 5 A DI SITE DEVELOPMENT PLANS V TAX MAP 34 LOT 50 UTILITY PLAN CLIMATE-CONTROLLED SELF-STORAGE A ---------- BEECHWOOD DR.,NORTH ANDOVER,MA \� jafR kl A, OWNED BY 3� 61C.9.0. (F) 1 ET ALBACADO LIMITED PARTNERSHIP CIVIL .47003 et,) PREPARED FOR js 1p THE STUBBLEBINE COMPANY NAL =1, \' SCALEi 1'20' FEBRUARY 10,2021 -lu sb \ / lv Engineers 48 Constitution Drive ruc ura ngineers Bedford,NH 03110 Copyright 2021©Thomas F.Moran,Inc. Vkc s4FC gp........ ..... Traffic Engineers Phone(603)472-4488 48 Constitution Drive,Bedford,N.H.03110 id Land Surveyors Z Landscape Architects 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. ientists www.tfmoran.com without the prior written permission of Thomas F.Moran,Inc. st 20 10 0 20 Sc F IDRI EFB I N 1 03/18/21 PER CONSULTING REVIEW JH RD I DE-SCRIP77ON ,CA' %TgT 72�� IFEV, DATE DR This plan is not effective unless signed by a duly authorized officer of 38 00 C-6 Thomas F.Moran,Inc. E 1.11 RED CADFILEJ 319611-00 SITE PLAN LANDSCAPE LEGEND / SYMBOL QTY BOTANICAL NAME SIZE REMARKS i COMMON NAME 2 ACER R.'BOWHALL' 2 1/2"TO 3" B&B BOWHALL RED MAPLE CAL. i s / / \ 2 ACER RUBRUM'RED SUNSET' 2 1/2"TO 3" B&B T i RED SUNSET RED MAPLE CAL. JL V BARK MULCH(TYP.) 4 / GLEDITSIA T.I.'SKYLINE' 2 1/2"TO 3" 2 SKYLINE HONEYLOCUST CAL. B&B 4 Ilk � v x D x _ PLATANUS ACREIFOLIA'BLOODGODD' 2 1/2"TO 3" / D \ 3 BLOODGODD LONDON PLANETREE CAL. B&B / 7 LOAM AND SEED ALL \ DISTURBED AREAS'-- (TYP.) • ' UGE 4 PY RUS NEW CBRADFORDAPEAR BRADFORD' 2 1/CAL.O 3 B&B GE LOAM AND SEED ALL �� s � JUNIPERUS VIRGINIANA DISTURBED AREAS / UG (TYP.) 5 EASTERN RED CEDAR 5'TO 6' B&B � E UG \ ��x PIC PU NGENS �\ ° � 7 BLUE BLUE SPRUCE 6'TO 7' B&B \ UJA PLICATA'GREEN GIANT' \ \ \ 10 TH 4'TO 5' B&B \ \ � GREEN GIANT WESTERN ARBORVITAE / BARK MULCH(TYP_) \p �00 _ • \ 2 TS CANADIANDHEMILOCK 6'TO 7' B&B I \\ i o ® / .0��0 CONCRETE� MODULAR \ / \ o �� RETAINING WALL 5 AZALEA'NORTHERN LIGHTS' \i \ 0 01 NORTHERN LIGHTS AZALEA 3 GAL. CONT. t / OB, `00�� a�S)\ CORNUS BAILEYI BARK MULCH(TYP.) Os 'pT y s �� g BAILEY DOGWOOD 3'TO 4' B&B 0f � / 6 ® HYDRANGEA E.S.'SUMMER CRUSH' 31 SUMMER CRUSH HYDRANGEA 3 GAL. CONT. \ CB /DMH 1A 'P 7 HYDRANGEA PANICULATA'BOBO' ® 5 GAL. CONT. 9 BOBO PANICLE HYDRANGEA JUNIPERUS C.'SEAGREEN' 20 3'TO 4' B&B SEAGREEN JUNIPER 10 KALMIA LATIFOLIA'PEPPERMINT' / 18"TO 24" B&B PEPPERMINT MOUNTAIN LAUREL MYRICA PENSYLVANICA 6 5 GAL. CONT. / /\ NORTHERN BAYBERRY PHYSOCARPUS OPULIFOLIUS'COPPERTINA' 16 5 GAL. CONT. COPPERTINA NINEBARK DMH6 �� 9 RHODODENDRON'LEE'S DARK PURPLE' 3'TO 4' B&B UEE'S DARK PURPLE RHODODENDRON RHODODENDRON'PJM' 6 18"TO 24" B&B V\ f PJM RHODODENDRON 6 TM EMERALD UJA 0. MGREEND ARBORVITAE 5'TO 6' B&B \ // 15 TAXUS MEDIA'NIGRA' 18"TO 24" B&B `(lt DARK SPREADING YEW 16 ,VIBURNUM P.T.'SHOSHONI' 5 GAL. CONT. SHDSHONI DDUBLEFILE VIBURNUM \ \ ® LANDSCAPE CALCULATIONS + BARK MULCH(TYP.) R.O.W LANDSCAPE STR IP: RIP: 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 LDT LANDSCAPE: REQUIRED:MINIMUM 6'WIDE STRIP WITH TREES AND SHRUBS DENSELY PLANTED TO CREATE AN IMPERVIOUS SCREEN AT LEAST 4'HIGH AT TIME OF PLANTINGS u \ SCREENING REQUIREMENT: _ 1 DMH5 D /\ FRONT:10'NEAREST THE STREET OR FRONT LOT LINE MUST BE LANDSCAPED AND SHALL —/ NOT INTERFERE WITH SIGHT DISTANCE. \ - LOAM AND SEED ALL — SIDE:5'NEAREST THE SIDE LOT LINE DISTURBED AREAS - - \ —(TYP) REAR:10'NEAREST THE REAR LOT LINE BUILDING FOUNDATION:MINIMUM 3'WIDE LANDSCAPE STRIP ALONG ENTIRE LENGTH OF EACH BUILDING FOUNDATION WALL WHEN AVAILABLE. SITE DEVELOPMENT PLANS 1 � TAX MAP 34 LOT 50 _ — 31968-00 SITE PLANS-LANDSCAPE PLAN CLIMATE—CONTROLLED SELF—STORAGE �, BEECHWOOD DOR.W NORTNED H ANDOVER,MA ALBACADO LIMITED PARTNERSHIP NO.aioo3 °til PREPARED FOR :. 0 Is 'La THE STUBBLEBINE COMPANY I y( SCALES FEBRUARY 10,2021 Civil Engineers 48 Constitution Drive Copyright 2021©Thomas F.Moran,Inc. a,G sneF Structural Engineers gin Bedford,NH 03110 k _-_ Traffic Engineers phone(603)472-4488 48 Constitution Drive,Bedford,N.H.03110 Land Surveyors - Fax(603)472-9747 ' All rights reserved.These Ions and materials may not be copied � Landscape Architects - 9 P Y P HORIZONTAL SCALE 1"=20' duplicated,replicated or otherwise reproduced in any form whatsoever Scientists www.tfmoran.com 44- without the prior written permission of Thomas F.Moran,Inc. 20 10 0 20 F _ This plan is not effective unless signed by a duly authorized officer of 9'b - 1 03/18/21 PER CONSULTING REVIEW JH RD I HR FB*w.-.� L 31968.00 C-7 Thomas F.Moran,Inc. REV DATE DESCR/PT/ON DR CK E CADFILE 31968-00—XREF—LANDSCAPE Y SNVId 311S 00-996L2 3-1IA0V0 431111,0, -,296 N011.11WS70 -7Z va A-7s -OUI-UDJOVq-j GDUUOqj -inSNOO N3d 10 J83!110 pez!jo4lnD XInp D Xq paubis ssalun DA!108118 IOU 9!UDId siqi 00 2 1 GN HP M3A3N ONii Lz/gL/20 L A Awl, 3 1'UDJOVq'j SDWGqi 40 uoissund uallum joud eqj Inop DC 0 gi. 02 JaAaOSjO4'MU UUJOJ SCUD Ul p9onpoidai 9G.MJ9q4O JO PGjDo!Idaj'PGjDo!Idnp LUO3,UDJOUUJj-MMM '1-!Iu.!.s -IVOS-IViNDZI8OH 'pa!doo aq IOU ADLU.SID!J91DW PUD SUDId eseqj p-asw slq6!j IIV LtLIS-ZZt,(209)xDJ 1--l!4-JV d.3.PU.] -A-S puD-1 WN'pl.jp.8'.A!IC]u.!Inl!l.u.o gt, 92"-ZLi,(C09)-u-4d OL1,20 sJ99ul6u3 31 JOJJ 'OUI'UDJOV4'j SDUJO4j@ Z0Z Jqbl XdO3 'ivs j OLL£O HN'PlOJPD0 6JOaulbu3 IDinjonilS 0A!JO uo!jnj!jsuo3 9t, sJaau!bu3 I!A!o LCOU 1%AuvnU83:J OCm.L ITIVOS ANVdWOO M18319aniSMI . ............ 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313ldINOO SI NOiibnN1SNO3 N3HM'31ViS 1vNnIVN Sil NI ONV 03HOnO1Nn 03&lvn0 3H1 AS(13GN3114114003N SV NVId 3H1 01 0300V(INV C]31N3v43ldv4l 38 llVHS NOLLVDljloOr4 NIVV43N-1-11M 311S 3NOV L6'2 3H1 AD S3NOV TL61 A131VV4IXONddV 713iSAS 30VNIVNG 03SOlo o `~ \ 'NVId NISVe H31V3(INV 3dId V AS 031331103 3e-nIM SV3NV C]3dOl3A3(l NOJ 39VNIVNG N31VM HNOiS NO]3NVN]iNIVh SlHi HilM IiIS]Hi iV:3-IIJ NO idl>l:IS 01 3NV SiNOd]N SNOLL3]JSNI -N31V3N9 NO,s-o AD nNois v N3-Ljv sNnOH 17Z NIHiIM(INV SAVO(L)N3A3S XN3A3 SNOLL03dSNI iN3Vl30VNVVl 831VM NNOiS ONINV3�0 AD ill/411 INHOAN3al N33NION3 9Nii-lnSNO3 V 3AVH NO SNOLL03dSN1 NNO,N3d-I-IVHS N013VN1NO3 3H1"ZI, -1V - 311SN0 03--VILINI 3NV S3NnSV3V4 NOIiVZI-IISViS N3HM S31VO ONV 3 MS 3H1 AD NOIS083 1N3A38d ONV SMOIJ 831VM NNOiS 031V81N33NO3 AD UIOOl3A 3H1 3on(13H 01 S3-lVMS SSVN9 03SOdONd(INV ONLLSIX3 NI(131IViSNI 38-nIM-SINVO>103HO 3NOi5 '311S 3H1 AD NOLNOd V NO 03-1-31cll/400 SI ANOM N3HM S31V0'311S 3H1 AD NOIiNOd V NO(13SV30 A,-1INVNOdr43i 3AVH S31LIALLOV N0110nN1sNO3 N3HM S3-LVO'S3111AIi3V 9NIOVN0 NOrVVl 10 S31V0 03GIAONd 3e 'S3LLIAIi0V '4 oNiamDNI NOLLondiSNOD-do SGHO03d NIViNIVVI 01 3�81SNOcIS3a SI aOi0VNiNO0 3Hi 9HA6\ -nVHS dV183A0 AD.17 AID iNnININIV4 V'03Nin03N 3NV 13ANV18 AD SclNiS 3HOIN NO Z 3N3HM'MO-J '311SN0 N3-1IVNi 301JJO 3H1 NI ONV V3NV 30VH01S N31VM NNOiS AD NOI133NI0 3H1 NI 13ANV119 3H1 TON'ONI]dViS 831AV HON3N1 ioVdr4Oo ONV (*dki)30N3,1 ilIS -nIM -nIdS 'clnNV3l0 -nlJ>IZ)VB'H3N3Ni d330,9 IV NI 13ANVIB 3H1 ONIaOHONV AS 13>INV18 3Hi AD dOi 3H1 NOHONV ),8V8OcV43i-1]ViSNI 1� W1831VN 3Hi NI G31SOd 3e �3NNOSN3cl 3�81SNOcIS38 AD S3v4VN 3Hi ONV NDl1N3A3Hd JO 3SVHd Hv-lnoliHVd V NOJ 3-18ISNOcS3N 3V40038 HOV3]IN sivnOv\IONI '3-LIS No H3J331S NO S3dO-lS L:Z-nV NO 0311V1SNI 38-nVHS-NDIi33iDNcl 3alDIS 13ANV-18 Ai8 8d 8 neV NO 03iV30 8 -11 "ONINIVNi NOIiN3A3Nd 71cS 3AI303N HOV3 7IM OHM 13NNOS83d 3ilS 3S3Hi clnNV3�0 ONV S338-L NV 8 01\iDN NOLL VO 3sn,,, nao v 1/3 -nIM k3Hi'aOiVNION003 dnNV310 ONV NOLLN3A3Hd-nIds 'SSVN0 SNISV8 83H10 33NH1 1SV31 iV 31VN9IS30 ONV V3NV 0NINNVcl 3Hi NIHiIM ONnoA -nm'SNOl1V83dO 31lS),V(I-Oi-),V(l 3H1 80J 3181SNOcIS38 iN3(IN3iNI83dnS 31lS 3H1- H01V3 3H1 iV(13-nViSNI 3e-nIM NOL-03iONd 01NOVJ N31T,/3NOiS ONV AVM 13AV81 3H1 Ni 3Hi 3e '03 -nViSNI -nlM 'V3 omONI 03-LVOO�3NV iVHi SNISV9 HOiVO AD S31V80 3Hi ONnoNv(13 39 0188VA 831llA NV 38 OSW-nM S3NnSV3IN dnNV3]0 3H1 ONV'il 035nv3 iVHM'llIdS 3H1 AD NOLLdl83S3O NDLonHiSNOO 3H1 NIHiIM SNISV8 H31V0]IV iV 03]]V15NI 30-nIM,-NDIi33iO8.I NISV8 H31V3 Vi,HaG V'3NO 83HilONV SI 3N3H1 All IlIcS 3H1 an NV310 01 MOH ONV 0NiNNn0003N NONA-nlds -nIM -nI - sdvqnS NISV8 HXV3 Ca),i)sv:iNv aiq8nisici-nv CZ, '3ZS AD SS31(18VO38 A0N30V iN3V4NN3AD0 W001 -nlM-SNISve Hoivo 033S V NVOI AD 3alAi SIHi iN3A3Hd 01 S3anSV31N 3(inIONI Di 03isnrOV 38 NVId NOIiN3A3Nd as 3Hi 3Hi V408J SiN3114103S]IV 3AOV43H 01 sisve ivnNNV NV NO 03NV3�0 3e I snoONVZVH NO OIXOi AD S-nIdS-NO 31ViS 31VINdOHddV 3H1 0 031aOd3a 38 llLM,1VIH3iVV4 0 IONViSens snooNVZVH ViHiIM 13V1NO3 vqoNA ANnrNI 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0NIiSIX3 DiNI ScVi 80 NOIL33NIO S30NVH3 3NI1 831VM 383HM 0301AONcl 38-nVHS Aoo-le isnHHi*6 .LlWH3d'lVH3N3!0 NouonmiSNOO U NOTES 1. - LIGHTING I CALCULATIONS 2,BUILDING MOUNTED LIGHTING PREPARED R A L BE AS SHOWN OR EQUAL, i 6:B.D.H.F� 'T T R 6'GB.D.H.�F� D•'l VC 6 GB.D.H.(F� EEC WOO _ o 4'11 3 6 GALEON GWC WALL MOUNTED LIGHT CAS CMCNT RAINA E - - - � _ _ NOT TO SCALE Y _ _ Im _ IR�F� r -. ._ \� r s - - - GLEON GALLEON LED-POLE MOUNTED NOT TO SCALE i _._ - - EAR€RfNi s� \ Vm DRpINA op I \ \ STEEL POLES -SSS SQUARE STRAIGHT STEEL NOT TO SCALE 011 SITE , G - �, n �w DEVELOPMENT _ TAX MAP O 34 LOT 50/ ae SB52721 IN �. LIGHTING PLAN CLIMATE—CONTROLLED SELF—STORAGE BEECHWOOD DR.,NORTH ANDOVER MA OWNED BY 6 C.,B.D. oa ROBERT °sd - E otnau ALBACADO LIMITED PARTNERSHIP n NO.4700 aPREPARED FOR \_ = _ L ode is THE STUBBLEBINE COMPANY _ �I.— LA v SCALES FEBRUARY 10,2021 Civil Engineers 48 Constitution Drive —� Copyright 2021©Thomas F.Moran,Inc. o�c sgpF -` \ / '. * Structural Engineers Bedfor,NH 03110 d � ��- � - Traffic Engineers 48 Constitution Drive,Bedford,N.H.03110 -d'. "-' 12 Phone(603)472-4488 Land Surveyors All rights reserved.These Tans 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. sue- �p ,a6 F This plan is not effective unless signed by a duly authorized officer of � ,0 1 03/18/21 PER CONSULTING REVIEW JH RD DR JSH FB — .�, L 31968.00 L-1 Thomas F.Moran,Inc. ��ro casmucnm REV DATE DESCR/PT/ON OR Cl( E CK RED CADFILE 31968-00 SITE PLANS 15"CORRUGATED HDPE PIPE 7 L.F. 15" S=0.010 ft/ft 71 L.. S—_ 6 ft/ft 70 70 70 70 18" 60 60 43 L.F. S=0.005 t 15' 75" 10 L.F. 5=0.006 ft/ft 6 6"43 L F_ 9 L F 6" 5=0.011 ft/f 54L.F. S=0.00p4 08 ft 28 L.F. Q S=0.000 ft/ft PVC / 0.05 ft/ft 4 OUTLET RIM 68.15 SEPTIC TANK UTLET INLET 1 r7 00 INV.OUT 64.00 RIM 67.88 Ln RIM=66.08 r0 : 00 Y INV.IN=.63.86 60LJ 60 INV.IN=60.32 N N� N,rOLc) a INV.OUT=63.7 c\lII °0 a'II 60 F = 60 oo rn '.. r7 O CDLn 'o r)r`O"� 50 ~ r1.,..II�0 u rn .. rrl Oi"1 r70 �I�O z 0 Z O d ONi r7 Z M 11 m r7 N N i j O N QD > s�.>>Ol r7 a O r7� �_Nj II co w co I1 co(Do II z Z 'o II w N co II a II II II a II II II — a II~ d II~ Z n II O N 11 ZZZO =II ZZZO �(D� rri Ln �Z�O w�Z� xo,,..coZ »» II z co II o�» 3�» co 5Sv.�Z oZZZZ o —55 Z ,, �ZZ uwi�ZZ o,D'Sr 0�>> 3�> 55 45 ci Ezz _Fyz '... O UJ N 0]0 an a M MM N�a re 613; �...,,.w �GJ.,,[O „l.',,.i'J u('...N a)...[0 �,� N 90 0+00 1+1Q05 0+00 901+00 0+00 1+0)907 ALIGNMENT— NETWORK—S RM — ALIGNMENT— NETWORK—SANITARY — 4 ALIGNMEN — WORK—STOR — 80 80 15" 26 L.F. 151, 0.010 f ft 83 LF 18" 4 24" S=0.010 ft/ft 73 L.F. 95 L.F. 15" —� _y S=0.010 ft/ft S=0,005 ft/ft 11 L.F. S=0.010 ft/ft 70 �Q„ 70 co s 6 0 08o INLET 3 RIM=67.75 24"CORRUGAT D HDPE PIPE' INV.IN=60.33 3 L.F., DMH 4 60 =0.005 ft/ft.... 60 RIM=67.34 INV.IN=60.39 Nl O (m r u) Ih N V.OU T=60.39 un �un CO N O N(D m O r1-)CD rj I cD rry uII)O rrCn m o r u) �u~D � 'n �? N r-r,r-II II 6611~ II rn 11 II 11~ oJ ~ Uri zr r,z zzZ co ZzzII II—_0 II O 11 II K. '.. 24"CORRUGATED HDPE PIPE 5 ,.E?,Ezz o Ezzzz o Ezzzz o Ezzz a�?? o o=zz,.55 5 L.F. S=0.006 ft/ft SITE DEVELOPMENT PLANS TAX MAP 34 LOT 50 0+00 1+00 2+00 3+00 4+00 4+16 DRAINAGE&SEWER PROFILES ALIGNMENT—(NETWORK—STORM1)—(1) CLIMATE—CONTROLLED SELF—STORAGE �,��.� BEECHWOOD DR.,NORTH ANDOVER,MA 1k,OF` a�� � OWNED BY o° ` £ � ALBACADO LIMITED PARTNERSHIP N0.4700s °til PREPARED FOR Ps ti° THE STUBBLEBINE COMPANY � y1 SCALE,11401 FEBRUARY 10,2021 Civil Engineers 48 Constitution Drive Copyright 2021©Thomas F.Moran,Inc. o,c SAFF ruc ura Engineers Bedford,NH 03110 Traffic Engineers 48 Constitution Drive,Bedford,N.H.03110 Land Surveyors -. Phone(603)472-4488 All ri hts reserved.These Ions and materials may not be copied, - Landscape Architects Fax(603)472-9747 9 P Y P HORIZONTAL SCALE 1"=40' duplicated,replicated or otherwise reproduced in any form whatsoever ` 40 20 0 40 M0 Scientists www.tfmoran.cam without the prior written permission of Thomas F.Moran,Inc. C F This plan is not effective unless signed by a duly authorized officer of �°h: - 1 03/18/21 PER CONSULTING REVIEW JH RD DR JSH FB — Thomas F.Moran,Inc. , 4 0 4 L 31968.00 CK RED CADFILE 31968-00 SITE PLANS P-1 REV. DATE DESCR/P17ON OR CK E XOJB PR10R ro L9X31°""0X VERTICAL SCALE 1"=4' BACKFILL AND COMPACT TRENCH AFTER INSTALLATION 50'MIN. EXISTING / 4"OVERLAP EROSION CONTROL NOTES CONSTRUCTION SEQUENCE NOTES OR 4 TIMES THE CIRCUMFERENCE OF THE LARGEST PAVEMENT n (MIN.) /n CONSTRUCTION VEHICLE TIRE,WHICHEVER IS GREATER -. DURING CONSTRUCTION AND THEREAFTER,EROSION CONTROL MEASURES ARE TO BE IMPLEMENTED AS NOTED: 1.INSTALL STABILIZED CONSTRUCTION ENTRANCE. �~, 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 3'-6'STONE 12'MIN. I THE START OF SITE WORK IN ANY GIVEN AREA.PREFABRICATED SILTATION FENCES SHALL BE INSTALLED ACCORDING - /nI STAPLE 12" TO THE MANUFACTURER'S RECOMMENDATIONS. ON CENTER 3.CONSTRUCT TEMPORARY AND PERMANENT EROSION CONTROL FACILITIES PRIOR TO ANY EARTH MOVING OPERATION. � MOUNTABLE BERM 2.SILTATION FENCES AND OTHER EROSION CONTROL MEASURES SHALL BE KEPT CLEAN DURING CONSTRUCTION AND FILTER CLOTH (OPTIONAL) 4.ROUGH GRADE SITE OR PHASED WORK AREA.ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER GRADING. REMOVED WHEN ALL SLOPES HAVE A VEGETATIVE COVER GREATER THAN BS%.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- L / STAPLE 12" Iirl 3.EXISTING VEGETATION IS TO REMAIN UNDISTURBED WHEREVER POSSIBLE. DAYS,THE AREA SHALL BE STABILIZED. z _ 6"OVERLAP ST CENTER / 4.THE AREA OF LAND EXPOSED AND THE TIME A AN AREA SHALL BE CONSIDERED STABILIZED IF:EXPOSURE SHALL BE MINIMIZED.ALL DISTURBED AREAS SHALL BE W A)BASE COURSE GRAVELS HAVE BEEN INSTALLED IN AREAS TO BE PAVED; STABILIZED WITHIN 72 HOURS AFTER FINAL GRADING. 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 D)EROSION CONTROL BLANKETS HAVE BEEN PROPERLY INSTALLED. z ,A PARK SEED MIX MIN.135 LBS/ACRE: EXISTI U) 0 3"-6"STONE-7 a TYPICAL STAPLE %CREEPING RED FESCUE (MIN.45 LBS/ACRE) / 5.CONSTRUCT CULVERTS,RIP-RAP AND OTHER DRAINAGE FACILITIES ACCORDING TO PLAN.THE CONTRACTOR SHALL GROUND STONE NO.11 GAUGE WIRE 42 / STABILIZE ALL DITCHES,SWALES,AND PONDS/BASINS PRIOR TO DIRECTING FLOW TO THEM. a %PERENNIAL RYEGRASS (MIN.55 LBS/ACRE) r� // 4"LOAM&SEE STAPLE 12"' 21%KENTUCKY BLUEGRASS (MIN.30 LBS/ACRE) ���/// x J oN CENTER 4%REDTOP (MIN.5 LBS/ACRE) 6.INSTALL ALL UNDERGROUND UTILITIES. - 7.CONSTRUCT BUILDING. z W f n n In TEMPORARY LAWN MIX:(MIN.47 LBS/ACRE) PLAN VIEW 0 ~1 5' 1 DO%ANNUAL RYE 8.CONSTRUCT PARKING AND FINISH GRADE SITE ACCORDING TO PLAN.ALL SLOPES SHALL BE STABILIZED li IMMEDIATELY AFTER GRADING. SLOPE SEED WF MIX 3:1 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 5"DEEP TRENCH.BACKFILL AND COMPACT TRENCH AFTER STAPLING. 5%BIRDSFOOT TREFOIL (MIN.5 LBS/ACRE) 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.3LBS/ACRE) 11.REMOVE TEMPORARY EROSION CONTROL MEASURES ONCE ALL AREAS ARE STABILIZED WITH A SUITABLE STAND OF 3%OXEYE DAISY (MIN.3 LBS/ACRE) GRASS,PAVEMENT OR COMPACTED GRAVELS. 3.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING 3.THE EDGES OF BLANKETS MUST BE STAPLED WITH APPROX.4 INCH OVERLAP WHERE 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%BUTTERFLY WEED (MIN.3 LBS/ACRE) �`REFER TO THE STORM WATER MANAGEMENT PLAN FOR EROSION CONTROL MEASURES AND SPECIFIC INFORMATION.WILD LUPINE (MIN.3LBS/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 3% 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 SUSAN (MIN.3LBS/ACRE) INCH DEEP TRENCH. SLOPE SEED MIX 3:1 OR GREATER SLOPES(MIN.90 LBS/ACRE): 4.WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. 44%CREEPING RED FESCUE (MIN.40 LBS/ACRE) GENERAL NOTES 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. 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. BLANKET SLOPE PROTECTION 6%ALSIKE CLOVER (MIN.5 LBS/ACRE) 1.ALL IN PAVEMENT MANHOLES SHALL HAVE RIMS SET TO FINISH GRADE REGARDLESS OF ANY ELEVATIONS OTHERWISE 6%BIRDSFOOT TREFOIL (MIN.5 LBS/ACRE) SHOWN. USDA - S C S 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. 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, CONSTRUCTION ENTRANCE INSPECTED AND APPROVED N THE GENERAL CONTRACTOR PRIOR N PLACEMENT SE LOAM. WITHIN THE CONSTRUCTION AREA AND SHALL COORDINATE AS NECESSARY WITH THE UTILITY COMPANIES OF SAID b. PLACE LOAM TO FORM A MINIMUM DEPTH 4"WHEN ROLLED,UNLESS OTHERWISE INDICATED. UTILITIES.THE PROTECTION OR RELOCATION OF UTILITIES IS ULTIMATELY THE RESPONSIBILITY OF THE CONTRACTOR. NOT TO SCALE C. ALL DEPRESSIONS EXPOSED DURING THE ROO LLING 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 5.ALL EXCAVATIONS SHALL BE THOROUGHLY SECURED ON A DAILY BASIS BY THE CONTRACTOR AT THE TO PROVIDE A ROUGH,FIRM BUT FINELY PULVERIZED SEEDBED.THE INTENT IS A TEXTURE CAPABLE COMPLETION OF CONSTRUCTION OPERATIONS IN THE IMMEDIATE AREA. GRATE OF RETAINING WATER,SEED AND FERTILIZER WHILE REMAINING STABLE AND ALLOWING SEED TIME TO GERMINATE.SEED SHALL BE APPLIED TO THE CONDITIONED SEEDBED NOT MORE THAN 48 HOURS B.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. VELCRO 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. 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. A 9.THE SMALLEST PRACTICAL AREA SHALL BE DISTURBED DURING CONSTRUCTION,BUT IN NO CASE SHALL EXCEED 5 7.HAY MULCH OR JUTE MATTING SHALL BE USED WHERE INDICATED ON THE PLANS.A MINIMUM OF 1.5 TONS OF G 0� 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. y LIFTING STRAPS SHALL BE LAID IN THE DIRECTION OF RUNOFF FLOW AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S ALLOW EASY DANDY BAG INSTRUCTIONS. 1-3/4"xl-3/4"x4'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 10DX DANDY BAG TM GRATE ARE NOT MULCHED,PLANTINGS SHOULD BE MADE FROM EARLY SPRING TO MAY 20 OR FROM AUGUST 15 TOL-F-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 (12"-18"TYP.) 3"-4" 2"x 2"WOOD STAKE PLACED 10'O.C. WORK -^ SECTION A A AREA OVERWINTER STABILIZATION op ,-III INSTALLATION 1. PERMANENT STABILIZATION CONSISTS OF AT LEAST 85%VEGETATION,PAVEMENT/GRAVEL BASE OR RIPRAP. FLOW STAND GRATE ON END. PLACE DANDY BAG OVER GRATE AND ROLL GRATE \ FLOW l' OVER SO THAT OPEN END IS UP. PULL UP SACK.TUCK FLAP IN,PRESS 2.DO NOT EXPOSE SLOPES OR LEAVE SLOPES EXPOSED OVER THE WINTER OR FOR ANY OTHER EXTENDED PERSPECTIVE VIEW VELCRO 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 HANDLES,CAREFULLY PLACE DANDY BAG WITH GRATE INSERTED INTO CATCH 3.APPLY HAY MULCH AT TWICE THE STANDARD RATE(15D LBS.PER 1,000 SF).THE MULCH MUST BE WORK AREA ' ' i�i BASIN FRAME. THICK ENOUGH SUCH THAT THE GROUND SURFACE WILL NOT BE VISIBLE AND MUST BE ANCHORED. II II TOP OF II DOWNHILL GROSIDE MAINTENANCE 4.USE MULCH AND MULCH NETTING OR AN EROSION CONTROL MULCH BLANKET OR MIX FOR ALL SLOPES WITH A STIFF BRISTLE BROOM OR SQUARE POINT SHOVEL REMOVE SILT& GREATER THAN 8%OR OTHER AREAS EXPOSED TO DIRECT WIND. ',f.11 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 {I'... AREA MATERIAL FROM INSIDE ENVELOPE AS NEEDED. GREATER THAN 3%. TOP OF GROUND 1... (MIN EMBEDMENT (CONTACT DANDY PRODUCTS INC.1-800-591-2284) 6-SEE THE VEGETATION MEASURES FOR MORE INFORMATION ON SEEDING DATES AND TYPES. _ Z FENCE POST DANDY BAG D E T A 1 L III= III II NOTES PLACE 4"OF FABRIC III SILT FENCE - CATCH BASIN EROSION PROTECTION NOT TO SCALE UNDISTURBED ALONG TRENCH AWAY c.i WINTER CONSTRUCTION FROM PROTECTED AREA 2.SEE SPECIFICATIONS FOR SOCK SIZE AND COMPOST FILL BACKFILL AND TAMP 1.SILT SOCK SHALL BE FILTREXX.0 SILTSOXX.0 OR APPROVED EQUIVALENT. FLOW_ GROUND IN ADDITION TO THE OTHER NOTES CONTAINED ON THIS PLAN,THE FOLLOWING MUST BE IMPLEMENTED: REQUIREMENTS. �7 7 �� \\, \\\E , \_\ SITE DEVELOPMENT . PLANS 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 - �. THE SITE IS WITHOUT STABILIZATION AT ANY ONE TIME. EVENTS,AND REPAIR OR REPLACEMENT SHALL BE PERFORMED AS FILTER CLOTH 2.AN AREA WITHIN 100 FEET OF A PROTECTED NATURAL RESOURCE MUST BE PROTECTED WITH A DOUBLE NEEDED. 8"EMBEDMENT TAX MAP 34 LOT 50 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 FENCESILT SOCK CLIMATE-CONTROLLED SELF-STORAGE EVENT,BUT AFTER EVERY WORKDAY IN AREAS WITHIN 100 FEET FROM A PROTECTED NATURAL RESOURCE. 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 REMOVED FROM THE AREAS DUE TO BE SEEDED AND MULCHED. OWNED B Y ° N 6.LOAM SHALL BE FREE OF FROZEN CLUMPS BEFORE IT IS APPLIED. :4 f RTE. ALBACADO LIMITED PARTNERSHIP4LIdALCIVIL :4 a+ 7.A DITCH THAT WILL BE CONSTRUCTED DURING THE WINTER MUST BE STABILIZED WITH RIPRAP. _ USE 1 1/2-2"STONE NO.47003 a et,) PREPARED F O R 77 vN�7*\ o�s ti° THE STUBBLEBINE COMPANY SCALEi AS SHOWN FEBRUARY 10,2021 L=THE DISTANCE SUCH THAT POINTS \\\�c 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 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 STONE CHECK DAM Scientists www.tfmoran.com without the prior written permission of Thomas F.Moran,Inc. NOT TO SCALE _ F DR PWH FB This plan is not effective unless signed by a duly authorized officer of 1 03/16/21 PER CONSULTING REVIEW JH RD .31 968.00 C-9 Thomas F.Moran,Inc. REV DATE DES'CR7P17ON DR CK E CK RED CADFILE 31968-00 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 ------ (SEE(SEE DETAIL) - 1 v�CRUSHED PAVING COURSES GRAVEL MHD M1.03.0 3.5"BIT.CONC.PAVEMENT ��\��\�\��\�� - TYPE 1-1 PLACED IN 2 LAYERS, FLAT TOOL JOINT ON TOP COURSE(1.5")OVER BINDER SEE FRAME AND GRATE DETAIL ALL EXPOSED BRICK FACE OF CURBING- COURSE (2.0") \� �\.` STANDARD PARKING NOTES: WITH GRANITE OR \\\ LOT OR ROADWAY _.. FINISH GRADE-_ SEE FRAME AND GRATE DETAIL FINISH GRADE 1.REMOVE ALL LOAM,CLAY,MUCK,STUMPS,AND ��\� L-J SECTION(SEE DETAIL) CAST IRON FRAME SET OTHER IMPROPER PAVEMENT FOUNDATION MATERIAL CONCRETE CURBING BANK RUN ON FULL BED OF MORTAR FINISH GRADE WITHIN 2'OF SUBGRADE. REPLACE WITH COMPACTED 1\ GRAVEL ITEM 304.2 AND SEALED WITH MORTAR. CAST IRON FRAME SET ON FULL OF GRANULAR FILL MATERIAL ACCEPTABLE TO APPROVING 1 � zo ADJUST A DJU T TO GRADE WITH AND SEA EDD WITH MORTAR WITH =a AGENCY. COMPACTION TO BE AT LEAST 95%OF H IC HARD RED BR K STANDARD PROCTOR. P= 24' ;. 2C MINIMUM,12"MAX. tE ADJUST TO GRADE WITH 2.BITUMINOUS CONCRETE TO MEET MHD M3.11.03 BITUMINOUS SIDEWALK w 0 N CONCRETE COLLARS AND HARD RED BRICK- 2 BARREL BLOCKS ARE NOT 2C MINIMUM,12"MAX. 3.BASE COURSE TO BE TYPE B GRAVEL BORROW a Z a d ACCEPTABLE.) (CONCRETE COLLARS AND MHD M1.03.0 NOT TO SCALE ° BARREL BLOCKS ARE NOT ACCEPTABLE.) 18"BASE COURSE MHD M1.03.8 ACCEPTABLESUBGRA5"MINIMUM WALL THICKNESS a FLAT TOOL JOINT ON AS DETERMINED ALL EXPOSED BRICK (B'IF UNREINFORCED) 0 48'MINIMUM BY THE ENGINEER. 0 (B MINIMUM WALL THICK(8"IF UNREINFORCED) INIMUM TYPICAL PAVEMENT SECTIONEND OF PIPE TO BE a wNOT TO SCALE SLOPE AND MATERIAL VARIES 6"CURB REVEAL FLUSH WITH INSIDE WALLFLOW SEE SITE AND GRADING PLANS z END OF PIPE TO BEWEARING COURSE < FLUSH WITH INSIDE WALLHOT BITUMINOUS CONCRETE PAVEMENT o_ - - LOW FINISH GROUND SEAL AROUND PIPES WITHBINDER COURSE SEAL ALL FACTORY PRECAST ° NON-SHRINK MORTAR FLUSHHOT BITUMINOUS CONCRETE PAVEMENT --- WITH STRUCTURE SEAL AROUND PIPES WITH JOINTS W/BITUMINOUS SEALSEAL ALL FACTORY PRENON-SHRINK MORTAR FLUSH w0 WITH STRUCTURE NwvN JOINTS W/BITUMINOUS S wzm ` ��o v CRUSHED EXISTING SUBGRADE OR w 0 �. m COMPACTED FILL z w .� GRAVEL STANDARD PARKING o_U 0 EXISTING SUBGRADE OR LOT OR ROADWAY m COMPACTED FILL SECTION(SEE DETAIL) - 1 BANK RUN 6 MINIMUM - GRAVEL DRAINAGE STONE �'���_���\4 , 6 MINIMUM _ 1 \-�\�\ �•�- -- - DRAINAGE STONE l \ X 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'-2B' 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' C]C] 97'-110' 7' ADJOINING STONES OF STRAIGHT OC] OO OVER 110' 8' CURB LAID ON CURVES SHALL HAVE THE SAME OR APPROX- wg f 0O w [][] CURB 1 IMATELY THE SAME LENGTH. w m B OQ B m SLOPED GRANITE C U R B 30"STANDARD MANHOLE N a 0O a v OO B"HIGH CAST IRON FRAME AND COVER FLAT TOOL JOINT ON EMBEDDED IN CONCRETE NOT TO SCALE H-20 LOADING SET ALL EXPOSED BRICK o 00 SEE FRAME AND COVER DETAIL FINISH .GRADE 8"CAST IRON FRAME SET WATERWAY OPENING GRATEON FULL BED OF MORTAR 2.55 SQ.FT. FOR DOUBLE GRATE,AND SEALED WITH MORTAR. 21-1/2 OMIT FLANGE ON OOOO IF NECESSARY �� _ 29" ONE SIDE ON EACH ADJUST TO GRADE WITH HARD RED BRICK- 2C MINIMUM,12"MAX. - - •a. PLAN VIEW (CONCRETE COLLARS AND 30" I SINGLE GRATE PLAN VIEW BARREL BLOCKS ARE NOT CLEAR 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 CONCRETE(4000 PSI).CLASS AA CIRCUMFERENTIAL 5-1J8 OS BEIRON FRAME&GRATE YMMETRICALL ABOUT i' ALL REINFORCEMENT SHALL E 5/ OPENING IN STRUCTURE 18"BASE COURSE MHD M1.03.13 48"MINIMUM 0.12 SQ.IN.PER L.F.IN A �.-y BRICK RISERS(IF REQUIRED) 8 I I 1�N� 5"MINIMUM WALL THICKNESS SECTIONS AND SHALL BE 8" 4-7/8" SEE STRUCTURE DETAILS (8"IF UNREINFORCED) i3n PLACED IN THE CENTER w THIRD OF THE WALL. �, cn> THE TONGUE OR THE \ zw GROOVE OF THE JOINT 2 1/2' 2 1/2" R SHALL CONTAIN ONE LINE �a 4000 CLASS B PORTLAND CEMENT \ w OF CIRCUMFERENTIAL GRATES TO BE 0_w w� REINFORCEMENT EQUAL CAST IRON 2"THICK .0 NOTE: 4'BE CONCRETE PAVEMENT cwi� TO 0.12 SQ.IN.PER L.F. 24"x24" w TOOLED EXPANSION JOINT TO w PLACED 5'O.C.AND 1/2"THWIRE MESH REINFORCEMENT OPENING m SEAL ALL FACTORY PRECAST '" FABRIC EXPANSION JOINT 20' (MIN.SPACING 6"x6 W2.9xW2.9) CONCRETE PAD JOINTS W/BITUMINOUS SEAL SEAL AROUND PIPES WITH SECTION B-B NON -SHRINK MORTAR FLUSH NOT TO SCALE o WITH STRUCTURE FRAME AND GRATE wo 4 2 - END OF PIPE TO BE zw NOT TO SCALE FLUSH WITH INSIDE WALL o_0 FLOW a 12"GRAVEL BORROWPHALT PAVEMENT(MHD 1.03.8) RUSHED GRAVEL EXISTING SUBGRADE OR STANDARD PARKING 1� 12„ LOT OR ROADWAY •^• " `yCOM�P\/ACTED FILL 1 BANK RUN SECTION(SEE DETAIL) FINISHED GRADE \�\77 12'STONE UBEDDI NGHED `\\'\ \/\\//\\//^. - GRAVEL \/\j/ — i// \\ \ \j\ \ DEVELOPMENTSITE COMPACTED SUBGRADE SIZE VARIES NOTE:ALL PRECAST SECTIONS SHALL CONFORM TO ASTM C-478 T A X MAP 34 LOT 50 2" s"X s"W.W.F.(1.4 X 1.4) DRAIN MANHOLE DETAIL SHEET CONCRETE CURB AT SIDEWALK 8" SLAB TOP NOT TO SCALE CLIMATE-CONTROLLED SELF-STORAGE NOT TO SCALE 2" �A....•. ;.; 16 BEECHWOOD DR.,NORTH ANDOVER,MA A. OWNED BY 2#5 REBAR TOP AND )o"COMPACTED ° ROBER7 ALBACADO LIMITED PARTNERSHIP BOTTOM CONT.(TYP.) GRAVEL BORROW CONDUIT TO BE LOCATED PRIOR ° Dii1L� MHD M1.03.6 TO PLACEMENT OF CONCRETE NO.47003 CQ�et,) PREPARED F O R COMPACTED SUBGRADE SEE ELECTRICAL PLANS �� jA THE STUBBLEBINE COMPANY �r tS 4000 PSI CONCRETE �sJ°NAt NOTE: y) SCALES 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 Phone 603 472-4488 48 Constitution Drive,Bedford,N.H.03110 NOT TO SCALE 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 1 03/18/21 PER CONSULTING REVIEW JH RD F DR PWH FB Thomas F.Moran,Inc. L DATE DESCR/P77ON OR CK E 31968.00 CK RED CADFILE 31968-00 DETAILS C-10 REU. 4"LOAM&SEEDS STANDARD PAVEMENT �!/ SECTION(SEE DETAIL) REDI—ROCK 4"LOAM&SEED #6 BARE CU GND. HANDHOLE 18"x28"x46" � _ CONDUCTOR TOP UNIT .�• GROUND LEVEL \,.. .�t s t , GROUND LU7BH ANCHOR BOLT COVER . � WITH POLE FURNISHED WITH POLE SUITABLE MATERIAL SHALL BE THE NATURAL " SEALING FITTING WITH GROUNDINGMATERIAL 3 4"CHAMFER DOF EBRONSP ECESVOOFOPAVEMENTL ORGANIC COURSE DURING THE z i BUSHINGS AND SUITABLE GLAND TERMINATE A / HEIGHT AS DETERMINED BY POWER CO. IN A GROUN 1-1/4" j%` _ MATTER,TOP SOIL,ALL WET OR SOFT m. ����� UTILITY POLE — — 1"PVC SLEEVE .���IMPERVIOUS FILL MUCK,PEAT OR CLAY,ALL EXCAVATED M \� LEAVE SUFFICIENT SLACK TO REACH FOR GROUNDING 12"DEEP LEDGE MATERIAL,AND ALL ROCKS OVER 6" CONDUCTOR IN THE LARGEST DIMENSION,OR ANY TOP OF POLE 2'-0w I COMPACTED SAND(ITEM 304.1) FINISHED GRADE(SOIL x d REDI—ROCK MATERIAL WHICH,AS DETERMINED BY THE - -- FROM SPRINGLINE TO 12" RIGID STEEL CONDUIT PAVEMENT OR CONCRETE) 18"x28"x46" FREE—DRAINING BACKFILL ENGINEER,WILL NOT PROVIDE SUFFICIENTw zOVER PIPE(MIN) 0 MIDDLE UNIT PLACED TO 12"DEPTH SUPPORT OR MAINTAIN THE COMPLETED N �`�` v�4' ANCHOR BOLT(4REQ'D) BEHIND WALL CONSTRUCTION IN A STABLE CONDITION. ,, FURNISHED WITH POLE SUITABLE MATERIAL SHALL BE PLACED IN 3/4"CLEAN CRUSHED CAD WELD NON—WOVEN 12"LIFTS AND COMPACTED TO 98% STONE - �• #6 VERTICAL BARS®6"O.C.AND#4 REDI—ROCK FROM 6"BELOW PIPE TO z �`���������� ���\� � 1 GEOTEXTILE FABRIC STANDARD PROCTOR DENSITY, � HORIZONTAL TIES 0 12"O.C. 1 BOTTOM UNIT + SPRINGLINE(MIN) BOTTOM UNIT I-- -� :1 - 12' PVC TO RIGID STEEL ro " CONDUIT ADAPTOR ) `� ALL CONDUIT INSIDE OF GROUND LEVEL T v - UNDISTURBED SOIL -� -,-- DIAMETER VARIES � - 12 12" PVC CONDUIT TO LIGHTING FINISH GRADE H6 CU GND. �- SHALCONCL BE GALVANIZETE POLE ED m 1 (MIN) (MIN) CONTROL CABINET —_— -.:RIGID STEEL AND ALL ELBOWS SHALL BE A MIN. 4"DI A.PERFORATED HOPE 36"RADIUS. DRAIN PIPE IN FILTER SOCK (MIN) tD DUTLET®END OF WALL SCH.40 PVCLA SCH.40 PVC OR®40'CENTERS MAX. t MAXIMUM UNREINFORCED STORM DRAIN TRENCH POLE BASE SHALL BE WALL HEIGHT: -- LEVELING PAD 6'-6"MIN. SURROUNDED BY UNDISTURBED 6"COMPACTED STRUCTURAL FILL NOT TO SCALE (VARIES BASED 4'-6"WITH 28"UNITS � - �SOIL OR BACKFILL COMPACTED 7'-6"WITH 41"UNITS 12' 28 NHDOT ITEM 304.3 UNPAVED PAVED ON SOIL TO 95%DENSITY OF T. 41"UNIT) CONDITIONS) SURROUNDING UNDISTURBED SOIL. STANDARD PAVEMENT 4"LOAM&SEED SECTION(SEE DETAIL) NOTE: CONDUIT SIZE AS INDICATED ON DRAWINGS. ROUND CONCRETE POLE BASE NOTE:RETAINING WALL FINISH BY OWNER SONO TUBE FORMED CONCRETE \�,\\\� 24^0 WORK BY ELECTRICAL CONTRACTOR REDI—ROCK RETAINING WALL , „ SERVICE POLE RISER MIN. UNREINFORCED SCALE: 1/2"=1'—O" NOT TO SCALE } '. 3/4„0,10'-0"LONG SUITABLE MATERIAL SHALL BE THE NATURAL —COPPER WELD GROUNDING MATERIAL EXCAVATED DURING THE COURSE �. \� WARNING TAPE AS REQUIRED ROD(LIGHTNING PROTECTION) OF CONSTRUCTION,BUT SHALL EXCLUDE DEBRIS,PIECES OF PAVEMENT,ORGANIC . BY UTILITY COMPANY 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 v 4"LOAM&SEED SECTION(SEE DETAIL) LEDGE MATERIAL,AND ALL ROCKS OVER 6" (MIN):.� 12"OVER PIPE NOT TO SCALE IN THE LARGEST DIMENSION,OR ANY ,�\ _ MATERIAL WHICH,AS DETERMINED BY THE 3/4"CLEAN CRUSHED i - I ENGINEER,WILL NOT PROVIDE SUFFICIENT ARM MOUNTED LAMP NOTES ��- SUPPORT OR MAINTAIN THE COMPLETED STONE FROM 6"BELOW �.. CONSTRUCTION IN A STABLE CONDITION. F�4 PIPE TO SPRINGLINE(MIN) 1.FIXTURES MUST BE GROUNDED IN ACCORDANCE WITH LOCAL SUITABLE MATERIAL SHALL BE THE NATURAL I SUITABLE MATERIAL SHALL BE PLACED IN z - ELECTRICAL CODES,OR THE NATIONAL ELECTRICAL CODE. MATERIAL EXCAVATED DURING THE COURSE C 12"LIFTS AND COMPACTED TO 98% t°� its DIAMETER VARIES OF CONSTRUCTION,BUT SHALL EXCLUDE z STANDARD PROCTOR DENSITY. CENTER.OF POLE BASES TO BE SET 4'-0"FROM EDGE OF DEBRIS,PIECES OF PAVEMENT,ORGANIC (\'\'' 12" '�12 PAVEMENT,EXCEPT WHERE OTHERWISE INDICATED ON DRAWING. MATTER,TOP SOIL,ALL WET OR SOFT ...t\� (MIN) (MIN) *TRENCH WIDTH FOR ROCK MUCK,PEAT OR CLAY,ALL EXCAVATED """""'-_ 3'* EXCAVATION=D+2'-0" LIGHTIIIIG SHOWN HERE IS AREA LIGHTING,SUPPLEMENTAL LEDGE MATERIAL,AND ALL ROCKS OVER 6" I ( (MIN) BUILDING—MOUNTED FIXTURES AT DOORWAYS,ETC.MAY BE REQUIRED. IN THE LARGEST DIMENSION,OR ANY f� COMPACTED SAND(ITEM 304.1) **PIPE SHALL HAVE V-0"(MIN) FROM SPRINGLINE TO 12' MATERIAL WHICH,AS DETERMINED BY THE CLEARANCE TO BEDROCK SEE LIGHTING PLAN FOR FIXTURE SCHEDULE. ENGINEER,WILL NOT PROVIDE SUFFICIENT OVER PIPE(MIN) WATER MAIN TRENCH N SUPPORT OR MAINTAIN THE COMPLETED CONSTRUCTION IN A STABLE CONDITION. 3/4"CLEAN CRUSHED NOT TO SCALE SUITABLE MATERIAL SHALL BE PLACED IN STONE FROM 6"BELOW w 12"LIFTS AND COMPACTED TO 98% — I STANDARD PROCTOR DENSITY. = PIPE TO SPRINGLINE(MIN) o _z z DIAMETER VARIES a I 12 12"1 3"HOT BITUMINOUS CONCRETE PVMT. SWEEP AND CLEAN EXISTING PAVEMENT z (MIN) (MIN) 2"BASE OR BINDER COURSE APPLY TACK COAT AT 025 GAL./S.Y. x TRACER WIRE SUPPLIED BY GAS CO. 3' 1 FINISH OR WEARING COURSE (MIN) GAS MAIN TRENCH 12" 7 \\VARIES 12" :�:]NOT TO SCALE POLE 6"CRUSHED GRAVEL SEE BASE DETAIL UNPAVED PAVED SAWCUT 12"BANK RUN SAWCUT N D STANDARD PAVEMENT GRAVEL 4"LOAM&SEE a SECTION(SEE DETAIL) EXISTING m EXISTING ASPHALT PAVEMENT Ci ASPHALT PAVEMENT _ z 0 U UTILITY TRENCH SUITABLE MATERIAL SHALL BE THE NATURAL !' SEE DETAIL MATERIAL EXCAVATED DURING THE COURSE 1 OF CONSTRUCTION,BUT SHALL EXCLUDE DEBRIS,PIECES OF PAVEMENT,ORGANIC m MATTER,TOP SOIL,ALL WET OR SOFT I \� NON—METALIC LIGHT POLE MUCK,PEAT OR CLAY,ALL EXCAVATED ".'. WARNING TAPE LEDGE MATERIAL,AND ALL ROCKS OVER 6" NOT TO SCALE IN THE LARGEST DIMENSION,OR ANY COMPACTED SAND(ITEM 304.1) PAVEMENT TRENCH PATCH MATERIAL WHICH,AS DETERMINED BY THE FROM 12"BELOW TO 12" ENGINEER,WILL NOT PROVIDE SUFFICIENT '�';"•,`�. '.' OVER PIPE(MIN) FLUSH NOT TO SCALE SUPPORT OR MAINTAIN THE COMPLETED r SITE DEVELOPMENT .■ PLANS CONSTRUCTION IN A STABLE CONDITION. 1"BETWEEN SUITABLE MATERIAL SHALL BE PLACED IN CONDUIT(MIN.) 12"LIFTS AND COMPACTED TO 98% TAX MAP 34 LOT 50 :.• ,')+, _, "` STANDARD PROCTOR DENSITY. (4)4"SCH 80*PVC CONDUIT .%`+'"!"�;r^�'•''.'':"- PER UTILITY SPECIFICATIONS TELEPHONE DETAIL SHEET (2)5"SCH 80*PVC CONDUIT CABLE TV PER UTILITY SPECIFICATIONS 2—6" ALARM CLIMATE-CONTROLLED SELF—STORAGE PRIMARY ELECTRIC (MIN) SPARE SECONDARY ELECTRIC BEECHWOOD DR.,NORTH ANDOVER,MA *SCH 40 TO BE USED IN NON—TRAFFIC AREAS ?�yj�Of",i7e';.,C OWNED BY ° e � UTILITY TRENCH ALBACADO LIMITED PARTNERSHIP CIVIL NOT TO SCALE cLiLL s et,) PREPARED FOR is ti° THE STUBBLEBINE COMPANY � '�JON,u. �,• V SCALES 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 This plan is not effective unless signed by a duly authorized officer of 1 03/18/21 PER CONSULTING REVIEW JH RD I Thomas F.Moran,Inc. L 31968.00 DR PWH FB CK RED CADFILE 31968—OD DETAILS —1 REU. DATE DESCR/PT/ON OR CK E 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 v vyyvv vvvvM ^' OR APPROVED EQUAL EDGE OF PAVEMENT 'ql u, STANDARD SPACE 7.5% 1 7.57 v 4"R 6.6' 5' 6.6' E.O.P. 3" 17" 10" 4" 13" 3" _ 4"WHITE PAINTED STRIPE E (TYPICAL) WATER.MAIN S G = 1-0� 4 TYP STOP SIGN PAINT TO MATCH v v ¢„ PARK STOP BAR SEE DETAIL ING LOT �O STRIPING O•�, TT y n, 3" 15" 3" 2 F&I SCREENED GRAVEL 12"WIDE SINGLE SOLID G�EANI SAND FILL WHITE PAINTED LINE y v 2"FORD FB 1000 BALLCORP vvv�vvvv vv vv vvvv�vvvvvvvv, D - CORPORATION STOP SERVICE IN HORIZONTALPROVIDE PLANE (APPLY 2 COATS) M G%H NO MORE THAN 4 THREADS 50"(SEE SITE PLAN FOR LOCATIONS) EXPOSED ON INLET SIDE (6 FT MIN DEPTH) 50" SHUT-OFF STEM TO FACE UP a r p OR AT 90'TO THE VERTICAL STOP BAR w PAINTED ACCESSIBLE STRIPING NOTES: NOT TO SCALE HANDICAP SYMBOL AND RAMP ALONG WALK CORPORATIONS SHALL BE TAPPEDDIRECTLYTO THE MAIN IN SIZES UP TO 1" (INCLUSIVE). CORPORATIONS 1-1 12 6 AND GREATER SHALL BE INSTALLED USING A SADDLE, NOT TO SCALE NOT TO SCALE SERVICE CONNECTION NOT TO SCALE NON-SLIP CONCRETE SURFACE 15, -� OF OJT' 7.5%PREFERRED SLOPE,// EO�c R�,� QF�OQ�q�P ro (8MAX.)M-`�SLOPE 7.5%(a M All RESERVED GGE °9TCh \ ,h° `/�' ✓ g°1' ,�. PARKING P S/pSpN F-Y/S - � CONCRETE CURBING LANDSCAPE E1 TIP DOWN SEECTIONURB FLUSH CURB AREA(TYP.) SLOP PREFERRE SLOPE(8%MAX. EDGE OF ROADWAY 6.6' 5.0' 6.6' TIP DOWN CURB R7-8 RAMP SECTION 12"x 18" 2'X4'TACTILE WARNING SURFACE SET IN 4"MIN.REINFORCED CONCRETE Tp CGRg PER LOCAL REQUIREMENTS RAMPS VAN \4710) (2,VNS7 NON-SLIP CONCRETE SURFACE BEYOND R1-1 M/nON WARNING SURFACE SHALL BE CAST IRON (BEYOND) GRANITE CURBING ACCESSIBLE N� �o SEE NOTE 9 AS MANUFACTURED BY EAST JORDAN CONCRETE WALK 30"x 30" 1"LIP(MAX) IRON WORKS,OR APPROVED EQUAL TIP DOWN SECTION a�SMOOTH CURVED (BEYOND) \ SURFACE R7-8P6 1 1/4" NOTES 6"x 12" 1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5%(1%MIN.). _ ROADWAY 0 2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. POST SECTION rn FLUSH CURB 6"SCH 40 STEEL PIPE 1L 3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5%. CONCRETE FILL 3 1/8" COMPACTED 4.A MINIMUM OF 3 FEE 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". 5.CURB TREATMENT VARIES,SEE PLANS FOR CURB TYPE. GUARD POST TO w', WEIGHT PER LINEAR FOOT:2.50 LES.(MIN.) BE PLUMB o Z HOLES:3/8"DIAL 1'C-C FULL LENGTH 6.BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. STEEL:SHALL CONFORM TO ASTM A-499(GRADE 60)OR 7,SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. v M ASTM A-576(GRADE 1D7D-1080). ACCESSIBLE RAMP RECESSED IN WALK SANDBLASTED,PRIMED 0'. 8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5'IN WIDTH(EXCLUDING CURBING)A 5'X 5'PASSING AREA NOT TO SCALE AND PAINTED a, 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 SHALL BE COMPLETE BEFORE PAINTING. ABUTS ROADWAY. > NOTES ACCESSIBLE CURB RAMP o_. BE PLUMB; 0 1.BOS REMOVED AND PROPERLYYREPLACED.NT POSTS MAY OTHERWISE DAMAGED DSET OR DRIVEN. WITH DETECTABLE WARNING SURFACE NOT TO SCALE PAVING COURSES 2.WHEN POSTS ARE SET,HOLES SHALL BE DUG TO THE PROPER DEPTH, SITE DEVELOPMENT PLANS o. 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 suacRADE COMPACTED a FINISH GRADE CARE BEING TAKEN TO PRESERVE THE ALIGNMENT OF THE POST. j i j DETAIL SHEET 3.WHEN POSTS ARE DRIVEN,A SUITABLE DRIVING CAP SHALL BE USED AND AFTER DRIVING THE TOP OF THE POST SHALL HAVE SUBSTANTIALLY THE CLIMATE�ONTROLLED SELF-STORAGE CONCRETE v /�j A -SECTIONAL DIMENSION AS THE BODY OF THE POST;BATTERED HEADS WILL NOT BE ACCEPTED.S ME CROSS M BEECHWOOD DR.,NORTH ANDOVER,MA 4.POSTS SHALL NOT BE DRIVEN WITH THE SIGN ATTACHED TO THE POST. 5.SIGNS SHALL BE ERECTED IN CONFORMANCE WITH THE REQUIREMENTS OF ad �P OWNED BY THE"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'. � ROOE ntniOE. m ALBACADO LIMITED PARTNERSHIP 6.WHEN SIGN IS IN PLACE NO PART OF POST SHALL EXTEND ABOVE THE SIGN. NO C7043 prv� PREPARED F O R 7.DIMENSIONS SHOWN ARE NOMINAL. �'o l! THE STUBBLEBINE COMPANY BOLLARD `S 8.ALTERNATE SECTIONS MUST BE APPROVED PRIOR TO USE. B�JO NAI NOT TO SCALE 20 TRAFFIC SIGN POST IN GRADE SCALES 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 1 03/18/21 PER CONSULTING REVIEW JH RD F DR PWH FB Thomas F.Moran,Inc. L 31968.00 CK RED CADFILE 31968-00 DETAILS C-12 REU. DATE DESCR/RT/ON DR CK E 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 BEGI MING 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. ALL UNDERGROUND 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. PRIOR TO MULCHING,LIGHTLY TAMP SOIL AROUND THE ROOT BALL 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 2.MAINTAIN AND ESTABLISH LAWN BY WATERING,FERTILIZING,WEEDING,MOWING,TRIMMING, TRUNK CALIPER SHALL MEET ANSI Z60 CURRENT 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%) 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. 6. ALL PLANTS SHALL BE FIRST CLASS AND SHALL BE REPRESENTATIVE OF THEIR 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, ABOVE ROOT BALL SURFACE SHALL BE NORMAL SPECIES AND VARIETIES.ALL PLANTS MUST HAVE GOOD,HEALTHY, REQUIREMENTS. EQUIPMENT TO CONVEY WATER FROM SOURCES AND KEEP LAWN UNIFORMLY MOIST TO A DEPTH CONSTRUCTED AROUND THE ROOT BALL.BERM WELL-FORMED UPPER GROWTH AND A LARGE,FIBEROUS,COMPACT ROOT SYSTEM. 5. SUBMIT TEST RESULTS OBTAINED FROM SOURCE TO ENGINEER/LANDSCAPE ARCHITECT FOR OF FOUR INCHES(100 mm). 2-3"LAYER OF MULCH.NO MORE THAN 1"OF REVIEW AND APPROVAL,PRIOR TO SPREADING OPERATIONS. SHALL BEGIN AT ROOT BALL PERIPHERY. MULCH ON TOP OF ROOT BALL.(SEE 7. ALL PLANTS SHALL BE FREE FROM DISEASE AND INSECT PESTS AND SHALL COMPLY A. SCHEDULE WATERING TO PREVENT WILTING,PUDDLING,EROSION,AND 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. FINISHED GRADE 8. ALL TREES SHALL BE BALLED AND BURLAPPED(B&B)UNLESS OTHERWISE NOTED 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 OR APPROVED BY LANDSCAPE ARCHITECT. SOIL TESTS MAY BE REQUIRED AT THE CONTRACTOR'S EXPENSE IN ORDER TO CONFIRM SPECIFIC HEIGHT WITHOUT CUTTING MORE THAN 40 PERCENT OF GRASS HEIGHT. REMOVE NO EXISTING SOIL- 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 SLOPE SIDES OF LOOSENED SOIL. IRRIGATION.SEE IRRIGATION NOTES. NOT DELAY MOWING UNTIL GRASS BLADES BEND OVER AND BECOME MAT-FED. Do NOT MOW WHEN GRASS IS WET.SCHEDULE INITIAL AND SUBSEQUENT MOWINGS TO MAINTAIN THE 10. 1 0 F 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)z 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. R MOW GRASS Y2 TO 1 INCH(13 TO 25 mm)HIGH DR LESS.C. MOW GRASS 1 TO 2 INCHES(25 TO 50 mm)HIGH OR LESS. WIRE MESH AND BURLAP TO BE REMOVED SPECIES UST',TO BE REMOVED SHALL BE DONE SO IN ACCORDANCE WITH THE 2. SEEDING SHALL BE DONE BETWEEN APRIL 1 TO JUNE 15 OR AUGUST 15 TO OCTOBER 15, D. MOW GRASS 1-1/2 TO 2 INCHES(38 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 CONTROL BLANKET.AFTER OCTOBER 15 DISTURBED SOILS SHALL BE PROTECTED IN 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 ACCORDANCE 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 UBS/ACRE): MEADOW NOT TO SCALE 1. THE IRRIGATION SYSTEM SHALL BE DESIGNED BY AN APPROVED IRRIGATION 33%CREEPING RED FESCUE (MIN.66 UBS/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 UBS/ACRE) SUBSTANTIAL COMPLETION. 2. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE IRRIGATION SYSTEM DESIGN 4%REDTOP (MIN.8 LBS/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 11 OR GREATER SLOPES(MIN.160 UBS/ACRE), OTHER OPERATIONS. ROLL,REGRADE,AND REPLANT BARE OR ERODED AREAS AND REMULCH. CONSTRUCTION. 44%CREEPING RED FESCUE (MIN,70 UOS/ACRE) ORIGINAL SLOPE SHOULD PASS THROUGH 3. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING AND PROPOSED UTILITIES 38%PERENNIAL RYEGRASS (MIN.60 LBS/ACRE) 3.WATERING:PROVIDE AND MAINTAIN TEMPORARY PIPING.HOSES,AND LAWN-WATERING THE POINT WHERE THE TRUNK BASE AND NOTIFY THE OWNER'S REPRESENTATIVE OF CONFLICTS. 6%REDTOP (MIN.10 UBS/ACRE) EQUIPMENT TO CONVEY WATER FROM SOURCES AND KEEP MEADOW UNIFORMLY MOIST. MEETS SUBSTRATE/SOIL. 6%ALSIKE CLOVER (MIN.10 LBS/ACRE) 4. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR A COMPLETE AND OPERABLE 6%BIRDSFOOT TREFOIL (MIN.10 UBS/ACRE) A. SCHEDULE WATERING TO PREVENT WILTING,PUDDLING,EROSION,AND IRRIGATION SYSTEM AND SHALL FOLLOW ALL APPLICABLE CODES. DISPLACEMENT OF SEED OR MULCH. LAY OUT TEMPORARY WATERING SYSTEM TO PRIOR TO MULCHING,TAMP SOIL PLANTING AVOID WALKING OVER MUDDY OR NEWLY PLANTED AREAS. ADJACENT TO ROOT BALL TO S. 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. IRRIGATION FLOWS THROUGH THE EXCAVATION SLIGHTLY RAISED AT CENTER TO PROVIDE PROPER DRAINAGE.LOOSEN HARD TRUNK CALIPER SHALL ROOT BALL. 6. FOLLOW ALL MANUFACTURER'S INSTRUCTIONS AND PRODUCT SPECIFICATIONS FOR SUBSOIL IN BOTTOM OF EXCAVATION. TREES AND SHRUBS: MEET ANSI Z60 CURRENT INSTALLATION. EDITIONFOR 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. BEFORE PLANTING. THE DOWNHILL SIDE OF THE ROOT 3.THE USE OF ROAD SALT AROUND TREES AND SHRUBS SHOULD BE AVOIDED OR MINIMIZED. BALL FOR 240'.BERM SHALL BEGIN 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. PERIOD. SECURELY. 6. MULCH TREES,SHRUBS,PLANTERS AND BEDS. PROVIDE NOT LESS THAN 4"THICKNESS OF NO MORE THAN 1"OF MULCH ON TOP OF ROOT BARK MULCH,3/8-2 OF WIDTH,AND WORK INTO TOP OF BACKFILL.X0 FINISH LEVEL WITH BALL.(SEE SPECIFICATIONS ADJACENT FINISH GRADES AS DIRECTED IN THE FIELD. FOR MULCH) 0 6 TREE PROTECTION FENCE,USE TYP. STANDARD SNOW FENCE,4'HT 7. STAKE AND GUY TREES IMMEDIATELY AFTER PLANTING(TREE SUPPORT STAKES SHALL BE 2'.X WIRE MESH AND BURLAP TO BE REMOVED 3"X 8'0",WOOD STAKES.GUYING WIRE SHALL BE NO.12 GAUGE GALVANIZED SOFT STEEL WIRE. HOSE FOR COVERING WIRE SHALL BE NEW OR USED TWO PLY RUBBER HOSE NOT LESS FROM ROOTBALL PRIOR TO INSTALLATION. 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'-D"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 50 631 DETAIL SHEET 45) CLIMATE-CONTROLLED SELF-STORAGE 4"LAYER OF MULCH NO ROOTBALL 6-LOAM(ITEM 641) BEECHWOOD DR.,NORTH ANDOVER,MA cis) SEED(SEE LANDSCAPE SPECIFICATIONS) k�l Flu MORE THAN 1 OF 4"HIGH X 8"WIDE ROUND-TOPPED SOIL \-LIMESTONE(ITEM 642) OWNED BY MULCH ON TOP OF ROOT BERM ABOVE ROOT BALL SURFACE SHALL BE BALL.(SEE SPECIFICATIONS CONSTRUCTED AROUND THE ROOT BALL. FERTILIZER(ITEM 643.11) ROIBEF4 6 FOR MULCH). BERM SHALL BEGIN AT ROOT BALL MULCH(ITEM 645A11) DLIvAL ALBACADO LIMITED PARTNERSHIP PERIPHERY. D CIVIL PREPARED FOR PRIOR TO MULCHING,LIGHTLY TAMP SOIL LOAM & SEED N0.47003 0 . . . l THE STUBBLEBINE COMPANY FINISHED GRADE AROUND THE ROOT BALL IN 6"LIFTS TO BRACE SHRUB.DO NOT OVER COMPACT.WHEN NOT TO SCALE SLOPE SIDES OF THE PLANTING HOLE HAS BEEN BACKFILUED, LOOSENED SOIL. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. SCALES AS SHOWN FEBRUARY 10,2021 LOOSENED SOIL EXISTING SOIL. DIG AND TURN THE SOILCivil 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 DR RECOMPACTED SOIL. Traffic Engineers 48 Constitution Drive,Bedford,N.H.03110 AREA AND DEPTH 3X's WIDEST DIMENSION OF ROOT BALL. 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 1 D3L1 8,21 PER CONSULTING REVIEW JH__kD_ 31968.00 D11 PWH FF1 I C-13 Thomas F.Moran,Inc. NOT TO SCALE IREvi i D,1SCR111170N r1R`iA' ICKI RED CADFILE1 31968-OD DETAILS 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 6.STONE PLACEMENT BETWEEN CHAMBERS ROWS AND NOMINAL 1-2 INCH_\ STORMTECH CHAMBERS ARE DESIGNED TO 1.1 CONTRACTORS TO USE AND UNDERSTAND AROUND PERIMETER MUST FOLLOW INSTRUCTIONS AS DOUBLE WASHED,ANGULAR STONE THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE LOAD FACTORS SHOWN IN THE MOST CURRENT VERSION OF CLEANOUT WITH -SPECIFIED IN THE AASHTO_RFD BRIDGE DESIGN SPECIFICATIONS SECTION CONTROL STORMWATER RUNOFF.AS A 2.11 THE CHAMBER SHALL HAVE A CIRCULAR, STORMTECH'S LATEST INSTALLATION INSTRUCTIONS f SUBSURFACE RETENTION SYSTEM,STORMTECH INDENTED,FLAT SURFACE ON THE TOP OF THE PRIOR TO BEGINNING SYSTEM INSTALLATION. STORMTECH'S INSTALLATION INSTRUCTIONS. SCREW-IN CAP� AASHTO M288 CLASS 2 NON-WOVEN 12.12 FOR EARTH AND LIVE LOADS,WITH CONSIDERATION FOR IMPACT AND CLASS"C'CONCRETE GEDTEXTIUE ALL AROUND ANGULAR STONE MULTIPLE VEHICLE PRESENCES. CHAMBERS RETAIN AND ALLOW EFFECTIVE CHAMBER FOR AN OPTIONAL 4-INCH INSPECTION FLOOR BOX FRAME AND LID W/ PAVEMENT INFILTRATION OF WATER INTO THE SOIL. AS A PORT OR CLEAN-OUT. 2.OUR TECHNICAL SERVICES DEPARTMENT OFFERS 7.BACKFILLING OVER THE CHAMBERS MUST FOLLOW GRANULAR WELL GRADED SDIL/AGGREGATE MIXTURES,<35%FINES. SUBSURFACE DETENTION SYSTEM,STORMTECH INSTALLATION CONSULTATIONS TO INSTALLING REQUIREMENTS AS SHOWN IN THE MOST CURRENT 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 3D DAYS PRIOR TO INSTRUCTIONS. SYSTEM 1 SYSTEM 2 CULVERTS CONTAINED IN THE LRFD BRIDGE DESIGN SYSTEM INSTALLATION TO ARRANGE A LOAM&SEED(SEE DETAIL) 67.3 67.3 2.0 CHAMBER PARAMETERS SPECIFICATIONS,2ND EDITION,INCLUDING INTERIM PRE-INSTALLATION CONSULTATION. OUR B.THE CONTRACTOR MUST REFER TO STORMTECH'S 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 H520 TRUCK. ADDRESS COMMENTS ON THE STORMTECH CHAMBER ACCEPTABLE VEHICLE LOADS AT VARIOUS DEPTHS OF 4'PVC RISER FILTER FABRIC 2�ax RESISTANT TO ENVIRONMENTAL STRESS CRACKING DESIGN SHALL CONSIDER EARTH AND LIVE LOADS �o ------------------------------------ '241,6.5'MAX. 65.00 65.00 SYSTEM AND INFORM THE INSTALLING CONTRACTOR COVER. THIS INFORMATION IS ALSO AVAILABLE AT AS APPROPRIATE FOR THE MINIMUM TO MAXIMUM (ESCR),AND TO MAINTAIN ADEQUATE STIFFNESS OF THE MINIMUM INSTALLATION REQUIREMENTS BEFORE 12"MIN. 64.00 64.00 STORMTECH'S WEBSITE: THE THROUGH HIGHER TEMPERATURES EXPERIENCED SPECIFIED DEPTH OF FILL. BEGINNING THE SYSTEM'S CONSTRUCTION. CALL CONTRACTOR IS RESPONSIBLE FOR PREVENTING DURING INSTALLATION AND SERVICE. TO SPEAK TO A TECHNICAL VEHICLES THAT EXCEED STORMTECH'S REQUIREMENTS 2.13 THE CHAMBER SHALL BE MANUFACTURED IN AN SERVICE REPRESENTATIVE OR VISIT FROM TRAVELING ACROSS OR PARKING OVER THE '-Xz�' 45" 2.2 THE NOMINAL CHAMBER DIMENSIONS OF THE ISO 90D1:2000 CERTIFIED FACILITY. I TO RECEIVE A COPY OF OUR STORMWATER SYSTEM. TEMPORARY FENCING, 6"MIN. STORMTECH SC-740 SHALL BE 30.0 INCHES TALL, 6025 51.0 IN WIDE AND 90.7 INCHES LONG. 3.0 END CAP PARAMETERS INSTALLATION INSTRUCTIONS. WARNING TAPE AND APPROPRIATELY LOCATED SIGNS 6025 ARE COMMONLY USED TO PREVENT UNAUTHORIZED %3.1 THE END CAP SHALL BE INJECTION MOLDED OF 3.STORMTECH'S REQUIREMENTS FOR SYSTEMS WITH "_y ................................ 59�50 59:50 2.3 THE CHAMBER SHALL HAVE A CONTINUOUSLY POLYPROPYLENE RESIN TO BE INHERE VEHICLES FROM ENTERING SENSITIVE CONSTRUCTION INHERENTLY PAVEMENT DESIGN(ASPHALT,CONCRETE PAVERS, AREAS. CURVED SECTION PROFILE. RESISTANT TO ENVIRONMENTAL STRESS CRACKING, 9"��-77 AND TO MAINTAIN ADEQUATE STIFFNESS THROUGH ETC.):MINIMUM COVER IS 18 INCHES NOT INCLUDING MC-3500 ENDCAP ; 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 12"MIN. 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- 1 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 1O.STDRMTECH PRODUCT WARRANTY IS LIMITED. SEE JOINT SYSTEM SHALL BE EFFECTIVE WHILE LENGTH TRIMMED; SEGMENTING ROWS INTO STORMTECH MC-3500 ALLOWING A CHAMBER TO BE TRIMMED TO STORAGE BASINS OF VARIOUS LENGTHS. WITH CHAMBER FOUNDATION MATERIALS BEARING CURRENT PRODUCT WARRANTY FOR DETAILS. TO MC-3500 CHAMBER TYPICAL CROSS SECTION SHORTEN ITS OVERALL LENGTH. CAPACITIES TO THE DESIGN ENGINEER. ACQUIRE A COPY CALL STORMTECH AT CHAMBER SYSTEM NOT TO SCALE 3.3 THE END CAP SHALL HAVE SAW GUIDES TO ALLOW 5.AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE ------ OR VISIT A I L_1 -11. 2.6 THE NOMINAL STORAGE VOLUME OF A JOINED EASY CUTTING FOR VARIOUS DIAMETERS OF PIPE STORMTECH FILTER FABRIC)MUST BE USED AS SHOWN IN THE SC-740 CHAMBER SHALL BE 74.9 THAT MAY BE USED TO INLET THE SYSTEM. (F 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 %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 AASHTD M145 COMPACTION/DENSITY 3.5 THE PRIMARY FACE OF AN END CAP SHALL BE DESIGNATION DESIGNATION REQUIREMENT 2.2 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. @FILL 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 ISO 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% STANDARD PROCTOR DENSITY.ROLLER GROSS 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 2.9 OPEN TO ALLOW FOR UNIMPEDED HYDRAULIC (24-FOR UNPAVED MIXTURES,<35%FINES. 67,68,7,78, A-3 VEHICLE WEIGHT NOT TO EXCEED DYNAMIC FORCE NOT TO EXCEED 12,000 LBS.20,000 LBS. OPERATION AND MAINTENANCE PLAN FLOWS AND VISUAL INSPECTIONS DOWN A ROWS 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 467,5:5�' REQUIRED DETENTION SYSTEMS AND REGULAR STREET SWEEPING. ELEVATION ABOVE CHAMBERS PARTICLES BETWEEN 3/4-2 57 INCH SCHEDULE FOR INSPECTION AND MAINTENANCE AFTER CONSTRUCTION: (&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. PAVEMENT INCH -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 96" ACCORDANCE WITH LOCAL,STATE,AND FEDERAL GUIDELINES AND REGULATIONS. MAX. UNDERGROUND DETENTION SYSTEMS(STORMTECH ISOLATOR MC-4500 OR EQUAL) COMPACTED FILL 181, _IDN OF THE SITE'S MIN. -ISOLATOR ROWS AND PIPE HEADERS SHALL BE INSPECTED IMMEDIATELY AFTER COMPLEr MIN. 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 AASHTD M288 CLASS 2 QUARTERLY AFTER CONSTRUCTION. NON-WOVEN GEOTEXTILE 9"DEPTH OF STONE -INSPECTION OF THE ISOLATOR ROW SHALL INVOLVE A VISUAL CHECK USING EITHER THE INSPECTION PORTS OR AN 6"MIN.DEPTH OF -2-INCH ACCESS MANHOLE. WASHED,CRUSHE 1 D,ANGULAR STONE BACKFILL (A) -IF UPON VISUAL INSPECTION OF THE ISOLATOR ROW,IT IS FOUND THAT SEDIMENT HAS ACCUMULATED TO AN AVERAGE DEPTH EXCEEDING 3 INCHES,CLEANOUT IS REQUIRED. NOTES 0 0 0 -CLEANOUT OF SEDIMENT WITHIN THE PIPE HEADER IS REQUIRED WHEN THE SEDIMENT VOLUME HAS REDUCED THE 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 1-2-INCH WASHED,CRUSHED, EQUIPMENT TRAVEL TO OCCUR ACROSS THE PROPOSED RECHARGE ANGULAR STONE BENEATH AND BASIN AREA AT ANY TIME EXCEPT DURING EXCAVATION OF TOPSOIL, STRUCTURE. AROUND CHAMBER BED.TO A AASHTO M2138 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 1-888-892-2694 TO SPEAK TO A TECHNICAL REPRESENTATIVE OR VISIT WWW.STDRMTECH.CDM. STORMTECH MC-3500 CHAMBER SYSTEM ACCEPTABLE FILL MATERIALS PLAN VIEW DETAIL STORMTECH MC-3500 CHAMBER SYSTEM NOTTO SCALE COVER ENTIRE ROW WITH ,AASHTO M21111 CLASS 2 STORMTECH ISOLATORTM ROW SITE DEVELOPMENT PLANS 12"MIN ID 25"MAX DO PIPE NON-WOVEN GEOTEXTILE SET 1.5"FROM BOTTOM OF CHAMBER INSPECTION PORT MC-4500-S'WIDE STRIP BY DESIGN ENGINEER TAX MAP 34 LOT 50 DETAIL SHEET CLIMATE-CONTROLLED SELF-STORAGE DRAIN DRAIN DRAIN �Vll C R A I BEECHWOOD DR.,NORTH ANDOVER,MA 7 L MANHOLE MANHOLE ANHOLE M:NH NH OWNED BY ROBEF4 6 ALBACADO LIMITED PARTNERSHIP .I ntAiAl 7 'o w, �j cl ,1, 1 U Li 0 j U'w V 'U� CIVIL NO.47003 PREPARED FOR 1p V V W IV ff ..... . .... 0 THE STUBBLEBINE COMPANY �Vl LAYERS OF AASHTD M288 CLASS WITH AASHTD WOVEN COVER ENTIRE ROW GEOTEXTILE BETWEEN NON-WOVEN GEOTEXTILE.— INSPECTION PORT WOVEN GEOTEXTILE THAT MEETS FOUNDATION STONE AND SCALE.AS SHOWN FEBRUARY 10,2021 \_AASHTD M288 CLASS 1 REQUIREMENTS, 12.5'WIDE STRIP CHAMBERS BETWEEN FOUNDATION STONE AND CHAMBERS 8-25'WIDE STRIPS CivilEngineers 48 Constitution Drive STORMTECHISOLATORTmROW Structural Engineers Bedford,NH 03110 Copyright 2021©Thomas F.Moran,Inc. T Traffic Engineers Phone(603)472-4488 48 Constitution Drive,Bedford,N.H.03110 STORMTECH ISOLATOR m ROW & INLET PLAN VIEW DETAIL Land Surveyors All rights reserved.These plans and materials may not be copied, PROFILE VIEW DETAIL NOT TO SCALE Land.cape 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. NOT TO SCALE 1 )3�1 8,21 PER CONSULTING REVIEW JH RD 1111 IWH FF1 I - This plan is not effective unless signed by a duly authorized officer of IREV D,1SCR111170N 31968.00 C-14 Thomas F.Moran,Inc. I CK I RED I CADFILE 31968-00 DETAILS i DR \ 12"x8'ECCENTRIC HEADER /\ \ �\ \ INV.63.00(12") p \ 5 1 24"HDPE / 5 LL,,��24"HOPE i INV.63.33(8") INV.IN=60.25 INV.1-60.25 S-0 0 .� \i \ 8"HOPE VEE) P INV-133.33 /\\ _ - OUTLET WIDTH LENGTH HEADWALL OR -� FOUND.DRAIN 4' 7' \ /��� // �\ FLARED END HW-1 7' 9' 12"x8"ECCENTRIC HEADER i� �� SECTION INV.-63.00(12") � �,.,� i INV-63.33(8") ss �\ / �` ��\ O d _ i �i- 48 ADS DftMTECH MC-3500 UNITS -2 50 63 M=67.2 . 'L 4�7'W FIELD \ x \ J ` INV IN 60 25 Y c \ /INV.OUT 60.25 .� NHDOT CLASS STONE OS 1RIM-67.2 ✓ �\ �� � � 6'NOMINAL SIZE \ 26 LF,15 HOPE INV.IN 60.25 -__ \i J ✓ \� 60 S TORM�ECH MC-3500 UNITS IN V.OUT=60.25O - 5=3.00% \ / 77.90'L x 4.75tW FIELD ---_ �\\ � HEADWALL OR F.E.S. LENGTH a � \ 'OBSERVATION'ORT v. t pOXO \\ \ T FABRIC EOTEXTILE - ttOO TYPE I G \\ O ER VA ON POR a \ ' ISOCATO DEPTH OF STONE-12" Lk \ \ yo HEADWALL_ soL R w CONSTRUCTION SPECIFICATIONS: NV.59.50 \'\ 1 TTHE HE PLANS.ADE FOR THE GEOTEXFILE 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. \..... 3.RIP-RAP. FABRICS SHALL IN PROTECTED FROM PUNCTURE OR TEARING DURING THE PLACEMENT OF THE ROCK 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. .24"HDPE S=D.O" OUTLET APRON NOT TO SCALE WOVEN GEOTEE BETWEEN 12 x8"ECCENTRIC HEADER FOUNDATION STONE CHAMBERS(TYP.) = \ INV 83.00 12•') 5 LF,24"HOPE/ \ 12"x8"ECCENTRIC HEADER INV.IN=60.25 INV.63.00(12") / 5=0.0% INV.63.33(8") J" X \. �" \ / NOMINAL LENGTH 8"HOPE INV.=63.33 �'� �\ PIPE SIZE OF /� \ \ J , D BARS L H FH W \ i \ 12 3'-2" 3'-6" 3'-6" 0'-10" 1'-10.5" - OS-1 RIM=67.2 15 4-2 4-6 3-9 1-1 1-11.25 12"x8"ECCENTRIC HE _ INV.IN=60.25 / 18 5-2 5-6 4-0 1-4 2-0 ) WOVEN GEOTEXTILE BETWEEN INV.-63.00(12" \ INV.OUT=60.25 � \' 24 7-2 7-6 4-6 1-10 2-1.5 \ INV.=63.33(8") FOUNDATION STONE&CHAMBERS(TYP.) - \\� 30 9-2 9-6 5-0 2-4 2-3 \ \ ",Y Y \\\ \\ \ � \ 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 46 15-2 15-6 6-6 3-10 2-7.5 1"=10' 1"=10' L 12" (2)#4 DIA.REPARS 4"WEEP HOLE 3j GALV.STEEL GRATE GALV.STEEL GRATE AS REQUIRED 3'x4'OPENING (SYSTEM; 2 AS REQUIRED -3'x4'OPENING 4•10'(MIN.) _A = 4'10'(MIN.) _ {.L ELEV-66.20 1tER;tLL S?t -=:3'l x b3.i L<"�4.81�b'x,`8 L[ ELEV.=67.2 a #CHAMBLRS 481 bo, - PROP.MIN.FINISH CRtiID 57.3 C7.3[ 7777777 i TOPS ONE ELEV, 65 45 z = Liz TOP CHAMBERS L 64 64 z .� BOTTOMSTCHAMBERSE _ 59.5 60.25; BOTTOI�IST{,53� �l` �Fa 5 59.5[ A� FSHGW 5 54 A4-- IPE OD PIPE OD -4,-0"(MIN.) -4,-0"(MIN.) 3" P PLUS PLUS CONCRETE HEADWALL PLANN PLANN CONTROL WEIR 2"SHELF(TYP.) 6"(MIN) IMPXI\` CONTROL WEIR 2"SHELF(TYP.) 6"(MIN) l,MPY"\`�` SINGLE PIPE SYSTEM NOT TO SCALE GALV.STEEL 3N�v,\ � GALV.STEEL GRATE \�N�'" GRATE `\ SEEGALVN OTE STEEL GRATE ELEV.=67.2 \�\/ GALV.STEEL GRATE ELEV-67.20 �`�� SEE NOTE 2 ELEV.67.2 12" Y \� ELEV.67.20 12" STANDPIPE m '.. STANDPIPE INV.66.30 REINFORCE WITH 4x4 4x4 WWM WEIR d INV.66.20 REINFORCE WITH 4x4 4x4 WWM i� / ELEV.65.30 �„W / `� ` ALL OPENINGS TO BE CAST ALL OPENINGS TO BE CAST WEIR WEIR `5"WALLS(MIN.) INTO STRUCTURE,BOOT OR WEIR WEIR 5"WALLS(MIN.) INTO STRUCTURE,BOOT OR ELEV.63.20 ELEV.63.20 WATER TIGHT MORTAR. JOINT ELEV.64.30 ELEV.64.30 WATER TIGHT MORTAR. JOINT ,Il-j"WI E SHALL BE PROVIDED AT ALL -fl-q'WI E SHALL BE PROVIDED AT ALL PIPE TO STRUCTURE PIPE TO STRUCTURE REINFORCING: ' CONNECTIONS(TYP) REINFORCING: ' CONNECTIONS(TYP) TO PROVIDE TO PROVIDE \ H-20 LOADING ELEV.=60.44 15"HOPE OUTLET PIPE H-20 LOADING "� ELEV.=60.55 15"HOPE OUTLET PIPE PIPE PIPE FOOTING BEYOND OD -_PE TE FOOTING BEYOND OD 2 =TEESITE DEVELOPMENT PLANS WALL-12-(MIN.) - �- WALL-12"(MIN.) ` (TYP.) '1 ELEV-57.44 '. (TYP.) L ELEV.57.44 ELEV`-- ELEV­ T A x MAP 34 LOT 50 ELEVATION 56.94 -WALL TO BE KEYED INTO FOOTING(TYP.) SECTION A-A ELEVATION 5694 WALL TO BE KEYED INTO FOOTING(TYP.) SECTION A-A DETAIL SHEET 6-3/4"CRUSHED STONE BEDDING 6-3/4"CRUSHED STONE BEDDING CLIMATE�ONTROLLED SELF-STORAGE 12"MIN.IN LEDGE 12"MIN.IN LEDGE OUTLET STRUCTURE #1 OUTLET STRUCTURE #2 �,,�.�.�� BEECHWOOD DR.,NORTH ANDOVER,MA NOTES: N.T.S. NOTES: N.T.S. twpF` OWNED BY 1.ALL CEMENT CONCRETE TO BE 4000 PSI WITH AIR ENTRAINMENT. 1.ALL CEMENT CONCRETE TO BE 4000 PSI WITH AIR ENTRAINMENT.? tZYE cw ALBACADO LIMITED PARTNERSHIP 2.GALVANIZED STEEL GRATE SHALL BE BOLTED TO TOP OF STRUCTURE W/1/2"SS BOLTS AND THREADED INSERTS. 2.GALVANIZED STEEL GRATE SHALL BE BOLTED TO TOP OF STRUCTURE W/1/2"SS BOLTS AND THREADED INSERTS. DU CIVIL q�rao.47003 `°°til PREPARED FOR tS p 3.ALL OPENEINGS CAST AS REQUIRED. MIN.CONCRETE WEIR WIDTH TO BE 2 INCHES. 3.ALL OPENEINGS CAST AS REQUIRED. MIN.CONCRETE WEIR WIDTH TO BE 2 INCHES. PO l THE STUBBLEBINE COMPANY 4.PRECAST REINFORCED CONCRETE STRUCTURE TO MEET ASTM C-478 DESIGNATION AND H-20 LOADING. 4.PRECAST REINFORCED CONCRETE STRUCTURE TO MEET ASTM C-478 DESIGNATION AND H-20 LOADING. BSJONAI 5.CONTROL WEIR SHALL BE SIZED TO MITIGATE DESIGN STORM AS REQUIRED BY REGULATIONS AND IN ACCORDANCE 5.CONTROL WEIR SHALL BE SIZED TO MITIGATE DESIGN STORM AS REQUIRED BY REGULATIONS AND IN ACCORDANCE SCALE.AS SHOWN FEBRUARY 10,2021 WITH THE APPROVED DRAINAGE CALCULATIONS. STAINLESS STEEL PLATE SHALL BE USED FOR CONTROL WEIRS WITH THE APPROVED DRAINAGE CALCULATIONS. STAINLESS STEEL PLATE SHALL BE USED FOR CONTROL WEIRS LESS THAN 2 INCHES WIDE. LESS THAN 2 INCHES WIDE. 6.ALL STAINLESS STEEL SHALL BE GRADE 316. 6.ALL STAINLESS STEEL SHALL BE GRADE 316. 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 1 03/18/21 PER CONSULTING REVIEW JH RD F Thomas F.Moran,Inc. L DATE DESCR/PT/ON OR CK E 31968.00 DR PWH FB CK RED CADFILE 31968-OD DETAILS C-15 REU. //f /R/CAP(F) y 6�90H(Ff � � ` -- --- — / 4 1 a s�BOH(F� WOOD DgIve B JF) gEE�H - - / - _� 6E EASEMENT, p AWA /R(F) _ \\ - i Y \ \ r� /R/CAP(F) \\ \p P MAP 34 LOT 51 N/F 0 45 BEECHWOOD,LLC 45 BEECH WOOD DINE Wg w \\� NORTH ANDOVER,MA 11845 z oo m`na RCRD BK.#15099 PG.#176 �oo o can s�\ EASE DRAINAGE MENT ` C O \ Ir , O ` \ SITE DEVELOPMENT PLANS O i \ a 111 � c c -__-- a TAX MAP 34 LOT 50 - TRUCK TURNING MOVEMENTS PLAN CLIMATE-CONTROLLED SELF-STORAGE BEECHWOOD DR.,NORTH ANDOVER,MA \ ttaF OWNED BY ALBACADO LIMITED PARTNERSHIP NO.470 3 .° PREPARED FOR 6CB.D.H.F - \ _ — MAP 34 LOT 7 '+ ti 1 (� —— N/F l THE STUBBLEBINE COMPANY - SERVICE BURY,LLC BJONAL - i603 OSGOOD STREET NORTH ANDOVER,MA 01345 SCALEI FEBRUARY 10,2021 V RCRD BK.#11775 PG.#208 ' G ' ,,,_ � Gvil Engineers 48 Constitution Drive G sne r �- \ �- ~`�' " / "� - \ Structural Engineers Bedford,NH 03110 Copyright 2021©Thomas F.Moron,Inc. e - \\ Traffic Engineers phone(603)472-4488 48 Constitution Drive,Bedford,N.H.03110, Land Surveyors All ri hts reserved.These Ions 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. .: a B 7EL This plan is not effective unless signed by a duly authorized officer of 'b 1 0I 18/21 PER CONSULTING REVIEW JH RD DR JSH FB". 68.00 T-1 Thomas F.Moran,Inc. REV DATE DESCR/PT/ON OR CK cK CADFILE 31968-00 SITE PLANS s 9..H.(F) 1 W0 0D D v s = N7�o24 1"E y 352 38. J fASEMENr A E � z O /R/C,4P(j1) z _-✓, 1 f \ i \ 1101 \ �\ DRAINAGE EASEMENT 28 L.F. li -/MH 1A S=0.54% - f� O OX, \ vl \ DMH6 0 WSLAND BUFF WACT (so—'oa Fr -13,443 SF ®`GCB 5 F a c v w DOHS 76SITE DEVELOPMENT PLANS - ti D y, a �^ BUFFER rw -�.. (25—ao•FT / _ se_ ` TAX MAP 34 LOT 50 t � S85E721"W ` WETLANDS BUFFER IMPACT PLAN LIMATE�ONTROLLED SELF—STORAGE` BEECHWOOD DR.,NORTH ANDOVER,MA 6 CB.D.H.(F) A- \ � ROBE£iYEw ` OWNED BY ALBACADO LIMITED PARTNERSHIP a � CIVIL PREPARED FOR .oaw sue." � NO. 43 � THE STUBBLEBINE COMPANY SCALE,19■201 FEBRUARY 10,2021 Civil Engineers 48 Constitution Drive w =_ Copyright 2021©Thomas F.Moran,Inc. a,a sneF _, \ \ Bedford,NH 03110 Constitution Drive,Bedford,N.H.Inc. Structural Engineers d a - ..... ��',. Traffic Engineers phone(603)472-4488 ��-}- `. Land Surveyors All rights reserved.These Ions and materials may not be copied, 12w/ 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 20Scientists www.tfmoran.cam without the prior written permission of Thomas F.Moran,Inc. FThis plan is not effective unless signed by a duly authorized officer of z - 1 03/18/21 PER CONSULTING REVIEW JH RD (R, JSH FB - *�,.„� L 31968.00 W-1 Thomas F.Moran,Inc. REU DATE DESCR/PT70N DR CK E RED CADFILE 31968-00 SITE PLANS