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HomeMy WebLinkAbout220731 Final - All site changes_SK 5_Binder1 - - 25 Beechwood Drive NOTES - / 1. THE SITE LAYOUT HAS BEEN UPDATED IN CONJUNCTION WITH FINAL STRUCTURAL PLANS. STOP BAR(TYP.) ..: (FJ 1/\^j CARD N "-. _ Y/= - AVEMENT PA READER TCH 6'GBON(FJ PAVEMENT PATCH (TYP) (TYP) STOP SIGN VE ��' � 6'TALL CHAIN LINK_ �, \ 6 G90N(Ff OD..DRY .v, O 3FENCE(TYP.) _6Cwo 90N(F� BEECH S NGGAT 0' ID DOUBLE SAWCUT EXIST V = A 8'TALL CHAINS LINK PAVEMENT(TYP _ 4" FENCE(TYP.} SPU,fR` _ ,.,. �� 4•�i'E +STOP SIGN SGC 20 N762 R1 1 . 52. v s NOTE;RED PEN IS CURRENT.BLACK PEN IS THE PERMIT DRAWINGS OF RECORD. f — \\.E N ADA RAMP D A E EASEM & \\\' /R(FJ SNOW STORAGE AAREA(TYP) < 8'WIDE OUTDOOR\. o A ACCESS UNIT PROPOSED SIGN LOCATION ,� � -'" \\ m s'' (TYP.) 0'- HANDICAP A O oq� DOOR(TYP.) \ '� L=78 - - LIGHT POLE W/ _ o-< L �S?a- ADA RAMP TYP.; \\. R-3 SINGLE HEAD �O ? ( BOLLARD(TYP.) ; d� FIXTURE(TYP.) ti5 �. • \\ /R/CAP(FJ4R �� n R7N1CAP IG 8&R78A \\ / ✓ ''c< D ADA RAMP(TYP.) \\� ...,....� q O HANDICAP SIGN �p q R7-8&R7-8A p S MODULAR CONCRETE RETAINING WALL On m v D A o 9 DRA/NAGS CASEMENT p PT so \\. 10 O SNOW STORAGE SNMNG GATE rt, O AREA(TYP) �\ \ O y " 32,WIDE DOUBLE A 0 \\ 2 SWING GATE h � DOOR(TYP,) \\ 1n \\� a O \ i 6 TALL CHAIN LINK— FENCE(TYP.)`-i \\\' y LIMIT OF CLEARING(TYP.) oq \ ' HVAC EQI(TENT 'l A CONC.?AD(TYP.) J 6'TAU_CHAIN LINK l \ _ \ B'WIDE OUTDOOR _ J - FENCE(NGE TYP.) /\\�ACCESS UNIT (TYP)\\ WALL MOUNTED LIGHT(TYP.) O ID•R — c 6i r x aa. s � � "SNOW STORAGE PROHIBITED" SITE DEVELOPMENT PLANS 4 TAX MAP 34 LOT 50 sss°a�2�'w SK-5-SITE LAYOUT PLAN UPDATE CLIMATE—CONTROLLED SELF—STORAGE BEECHWOOD DR.,NORTH ANDOVER,MA MA OF OWNED BY _ 4u "^ ALBACADO LIMITED PARTNERSHIP CIV " ra-47003 PREPARED FOR THE STUBBLEBINE COMPANY I \ =1 SCALE,11■20' FEBRUARY 10,2021 1 Civil Engineers 48 Constitution Drive 7 7 20 2022 SK5 RD JH`->• ° Structural Engineers Bedford,NH 03110 Copyright 2021©Thomas F.Moran,Inc. orc Sap, \ . - 6 8/31/2021 UPDATE SEPTIC DESIGN PH JH Traffic Engineers 48 Constitution Drive,Bedford,N.H.03110 �- ''' Phone(603)472-4488 ��= 5 6/1/2021 PER NOTICE OF DECISION JH JH Land Surveyors Landscape Architects Fax(603)472-9747 All rights reserved.These plans and materials may not be copied, � HORIZONTAL SCALE 1"=20' 4 04/27/21 PER CONSERVATION COMM.REVIEW JH JH P duplicated,replicated or otherwise reproduced in any form whatsoever � 20 10 0 20 3 04/14/21 PER CONSERVATION COMM.REVIEW JH JH Scientists www.tfmoran.com without the prior written permission of Thomas F.Moran,Inc. 2 03/26/21 PER PLANNING REVIEW JH JH F This plan is not effective unless signed by a duly authorized officer of o , 1 03/18/21 PER CONSULTING REVIEW JH RD DR JSH FB — Thomas F.Moran,Inc. s„E R, L 31968.00 CK RED CADFILE 31968-00 SITE PLANS xo,■�� REl! DATE DESCRIP77ON DR CK E NOTES 'LIVE TAP 1, ALL WORK SHALL CONFORM TO THE APPLICABLE REGULATIONS AND STANDARDS OF THE TOWN OF NORTH EXIST.WATERMAIN 84.14 ANDOVER,AND SHALL BE BUILT IN A WORKMANLIKE MANNER IN ACCORDANCE WITH THE PLANS AND COORD W/WATER SPECIFICATIONS. 0 PROVIDER PRIOR TO TIE INTO EXISTING CONSTRUCTION 80.17 2.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE HIMSELF WITH THE SITE AND ALL 'PAVEMENT PATCH GAS MAIN SURROUNDING CONDITIONS. YP)7---1C/(BY LIBERTY UTILITIES) 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION,SIZE AND 77.67 ELEVATION OF ALL EXISTING UTILITIES,SHOWN OR NOT SHOWN ON THESE PLANS,PRIOR TO THE START OF 61N.CLD1 ANY CONSTRUCTION.THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION BE AGREED TO BY THE ENGINEER V 6'TALL CHAIN LINK, BEFORE PROCEEDING WITH THE WORK.THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT"DIGSAFE" FENCE( P.) TY (811)AT LEAST 72 HOURS BEFORE DIGGING. "C g.0.(f) D171" CH 61 V 6 9.D.h.'(f) B ,\ WOOD 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 PROPOSED CURB 30'WIDE DOUBLE STOP 01 \SWING GATE HDPE COMPANIES OF SAID UTILITIES.THE PROTECTION OR RELOCATION OF UTILITIES IS ULTIMATELY THE 5=44,5y RESPONSIBILITY OF THE CONTRACTOR. V 69.4 0 4-HD PIE DRAIN 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 4 INV­76,20­� STRUCTURE DRAWINGS UNLESS OTHERWISE NOTED. 67.41 X 66.50 68.69 BOVt 6-ALL MANHOLES IN PAVEMENT SHALL HAVE RIMS SET TO FINISH GRADE REGARDLESS OF ANY ELEVATIONS TW_s� OTHERWISE SHOWN. HOPE T ALL EXCAVATIONS SHALL BE THOROUGHLY SECURED ON A DAILY BASIS BY THE CONTRACTOR AT THE UMH 1 58 LF,15 INV�=76.00 S=1.00; COMPLETION OF CONSTRUCTION OPERATIONS IN THE IMMEDIATE AREA. PROPOSED STORZ SYAMESE FD CONNECT\0 CASCAOr 8.THE EROSION CONTROL PRACTICES SHOWN ON THESE PLANS ARE ILLUSTRATIVE ONLY AND SHALL BE SUPPLEMENTED BY THE SITE CONTRACTOR AS NEEDED. PROPOSED DOMESTIC PROPOSED &FIRE SERVICE(COORD RISER W/"PRIMARY W1 MEPFP PLANS) MH 7A 9,COORDINATE WITH MECHANICAL AND PLUMBING PLANS FOR ROOF DRAIN INFORMATION. CONNECTION W 84 CONNECTION CB 3 INV-75,80 10.LIMITS OF WORK ARE SHOWN AS APPROXIMATE.THE CONTRACTOR SHALL COORDINATE ALL WORK TO 0 9.2 IR(F) Cs 3 PROPOSED NATURAL GAS SERVICE) PROVIDE SMOOTH TRANSITIONS.THIS INCLUDES GRADING,PAVEMENT,CURBING,SIDEWALKS AND -------- (COORD W/MEPFP PLANS) ALIGNMENTS. RIM-79,49 DMH 7A 11.THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND FOR THE INVIN=75-..44(N) 80.00 CONDITIONS AT THE SITE.WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS.THE INVJN=75,20(0 BOW--,80 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT DISCREPANCIES TO THE ENGINEER. NV.IN=75,44(W) TOW=85 PROPOSED INV,OUT­75,099 RiL-5- -o4-, 12.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THE ACCURACY OF THE TOPOGRAPHY TRANSFORMER PAD, IF 8'PVC AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO ANY EARTHWORK BEING PERFORMED ON THE UGV- T 68.00 PROPOSED S=1,82r NO CLAIM FOR EXTRA WORK WILL BE CONSIDERED FOR PAYMENT AFTER EARTHWORK HAS E/T/C SERVICES PROPOSED AREA COMMENCED. 'IN4�ww­ HV­75.09--Z 13.VERIFY TBM ELEVATIONS PRIOR TO CONSTRUCTION. WYE=63,15 (REFER TO SEPTIC PLAN DETAILS)kO3 )0 OW .4 B -SQ WYE=74,152 -INV­6125 TOW=86',, 14.IN THE EVENT OF A CONFLICT BETWEEN PLANS,SPECIFICATIONS,AND DETAILS,THE ENGINEER SHALL BE -;0UNIDA-TI..DRAIN NOTIFIED IMMEDIATELY FOR CLARIFICATION. IRICAP(f) DMH 2A DRAIN 6'ROOF DRAIN(TYPI) WYE=62 95 !NV.OUT=63.50 J ELEVATOR SUMP DRAI V FOUNDATION DRAIN _(PUMP DISCHARGE) 15.IF CONDITIONS AT THE SITE ARE DIFFERENT THAN SHOWN THE ENGINEER SHALL BE NOTIFIED PRIOR TO 65. INV.OUT=61.00 I W/FLAPPER VALVE NV.7 4.W11 0­0401 PROCEEDING WITH THE AFFECTED WORK. INV-63.25 !NV,=63,70 16.THESE PLANS WERE PREPARED UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER. f", WYE=152.75 Is a"C, -P S=2-00% BOW=80 MODULAR TFMORAN INC.ASSUMES NO LIABILITY AS A RESULT OF ANY CHANGES OR NON-CONFORMANCE WITH THESE 1 7 WYE=74.69 9 -88 CONCRETE PLANS EXCEPT UPON THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. RIM=67.7 TOW- RATOR RETAINING WALL 7�-O�il­'WATELRF,SEPARATOR INV.IN=62.64(N) RL C- Q­673 MH 6 68.00 INV IN=62.89(S) 17.TFMORAN INC.ASSUMES NO LIABILITY FOR WORK PERFORMED WITHOUT AN ACCEPTABLE PROGRAM OF 1NV.H=63.5(6'CI) 1P TESTING AND INSPECTION AS APPROVED BY THE ENGINEER OF RECORD. !NV MH yP TN 6 T IN 3 30(E) INV­65,814'VENT) VENT TO ROOF iNVOUT--3i4f6"cl) o o.FF F 79.50 TEE/WYE=62,97,, BOW=80 68.00 TOW--88, ORA NA SeMENT PROPOSED SEPTIC SYSTEM 67.58 CB 6� 68.00 29 LF,15'HOPE INV-74.49 S=1.00%\ (REFER TO SEPTIC PLAN FOR DETAILS) WYE= 05 \ ROOF DRAIN 6- YP,) r 4 RL 474. 100 LF.,6"HOPE INLET 1 INV�=63,25 S=1 0'0% INV-74J. OW=80 8 LF,8'PVC(IYP.) 4 TOW=88 WYE=73.24 7-1--------------------- skO3 D WYE= STORMTECH SYSTEM#2 60 MC-3500 CHAMBERS lNV.=7&94 cn DRAIN FOUNDATION DR -E=73�7 INV.OUT=60.0 WY 4 k, BOW=80 7 E67�70 X, ­TOW-86 OS-2 CHAIN X HD`E DRAIN RIM-67.2 INV.IN=60.55 WYE=62.95 00 INV-76-70 INV.OUT=60.55 38 LF,15'HOPE is 1,17,4'HDPE REFER TO DETAIL 1W S=1.00 WY-73,54 % S=1.00% 1 \1 1� XE7 1NV­63,00 79.5 1 \ RIPRAP OUTLET INLET 2 \ \'BOW=81 APRONDMH SA i LF,8'PVC \DMH 8 V­ TOW--87 -RL 3, RIM=67.7 INV.IN=62.79(N) ;;GMH 5AI\ HW INVJN=62,90(E)1 79.5 YE=62,85 INV.'GUT=59"50 DMH 4A6.9 I INV.IN=62.69(S) 62,9t� INVOU---62,59 68.00­ CIJ 5 26 L.F.,1 HOPE CB 4 BOW,81 -Z� 58 LF,15'HOPE S=4.0% "`TOW� .3 7`05 V ------------- HIV-113\J5 RIM=67.2 INV.IN=6044 INV.OUT=60.44 D REFER TO DETAIL- \WYE=63,25 6 DMH STD RMTECH SYST #1 48 MC-3500 CHAMBERS. 2' _ 3 - - d / -M 48 MC-3500 CHAMBERS ------- 7M Fa 7 SITE DEVELOPMENT PLANS 88.20 - TAX MAP 34 LOT 50 DMH3, GRADING&DRAINAGE PLAN -CONTROLLED SELF-STORAGE CLEWATE BEECHWOOD DR.,NORTH ANDOVER,MA \� OWNED BY ALBACADO LIMITED PARTNERSHIP o. PREPARED FOR THE STUBBLEBINE COMPANY -------------- ------------------ SCALE,11n201 FEBRUARY 10,2021 Civil Engineers 48 Constitution Drive 7 7/20/2022 SK5 RD JH Structural Engineers G SAp, Bedford,NH 03110 ,, Copyright 2021©Thomas F.Moran,Inc. 6 8/31/2021 UPDATE SEPTIC DESIGN PH JH Traffic Engineers 48 Constitution Drive,Bedford,N.H.03110 -dE Phone(603)472-4488 5 6/1/2021 PER NOTICE OF DECISION JH JH Land Surveyors Landscape Architects Fax(603)472-9747 All rights reserved.These plans and materials may not be copied, HORIZONTAL SCALE 1"=2 a, 4 04/27/21 PER CONSERVATION COMM.REVIEW JH JH duplicated,replicated or otherwise reproduced in any form whatsoever 3 04/14/21 PER CONSERVATION COMM.REVIEW JH JH Scientists www.tfmoran.com without the prior written permission of Thomas F.Moran,Inc. 20 10 0 20 -2 03/26/21 PER PLANNING REVIEW JH JH �R This plan is not effective unless signed by a duly authorized officer of 1 W1 8/21 PER CONSULTING REVIEW JH RD 1 31976 DESCRIP77ON T,9Rr11j Thomas F.Moran,Inc. 7E �REEICADFILE 31968-00 SITE C-5 w.