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Home My WebLink About220722 Redline Site Plans-GRADING & DRAINAGE PLAN_r6 - - 25 Beechwood Drive NOTES JIVE TAP 1. ALL WORK SHALL CONFORM TO THE APPLICABLE REGULATIONS AND STANDARDS OF THE TOWN OF NORTH E.11T,WATE.AJ1 ANDOVER,AND SHALL BE BUILT IN A WORKMANLIKE MANNER IN ACCORDANCE WITH THE PLANS AND W/WATER SPECIFICATIONS. PROVIDER PRIOR TO CONSTRUCTION TIE INTO EXISTING 80.17 2.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE HIMSELF WITH THE SITE AND ALL SURROUNDING CONDITIONS. PAVEMENT PATCH GAS MAIN(Typ) (BY LIBERTY UTILITIES) 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION,SIZE AND ----------------------- ELEVATION OF ALL EXISTING UTILITIES,SHOWN OR NOT SHOWN ON THESE PLANS,PRIOR TO THE START OF 61N ANY CONSTRUCTION.THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES FOUND INTERFERING CLDI 6'TALL CHAIN LINK- WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION BE AGREED TO BY THE ENGINEER vr. FENCE(TYP.) BEFORE PROCEEDING WITH THE WORK.THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT"DIGSAFE" Dill' EC11WOOD (811)AT LEAST 72 HOURS BEFORE DIGGING. 61 V 4.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES OWNING UTILITIES,EITHER OVERHEAD OR PROPOSED CURB 30'WIDE DOUBLE UNDERGROUND,WITHIN THE CONSTRUCTION AREA AND SHALL COORDINATE AS NECESSARY WITH THE UTILITY 01 STOP 81.00' \SWING GATE HOPE COMPANIES OF SAID UTILITIES.THE PROTECTION OR RELOCATION OF UTILITIES IS ULTIMATELY THE 57 3Z RESPONSIBILITY OF THE CONTRACTOR. I.IDPE QRAEN 5.ROAD AND DRAINAGE CONSTRUCTION SHALL CONFORM TO THE TYPICAL SECTIONS AND DETAILS SHOWN ON .37 INV,=7&70 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 INV. 20 STRUCTURE DRAWINGS UNLESS OTHERWISE NOTED. 67.41 X 68.50 WYE=76= BOW-- 6.ALL MANHOLES IN PAVEMENT SHALL HAVE RIMS SET TO FINISH GRADE REGARDLESS OF ANY ELEVATIONS OTHERWISE SHOWN. 68.69 DMH 1 ------- 58 LF,15'HOPE 7.ALL EXCAVATIONS SHALL BE THOROUGHLY SECURED ON A DAILY BASIS BY THE CONTRACTOR AT THE INV76,00 PROPOSED STDRZ S=1.00% COMPLETION OF CONSTRUCTION OPERATIONS IN THE IMMEDIATE AREA. EASES _ A E SYAMESE FD CONNECTION 8.THE EROSION CONTROL PRACTICES SHOWN ON THESE PLANS ARE ILLUSTRATIVE ONLY AND SHALL BE 10 PROPOSED DOMESTIC yP I SUPPLEMENTED BY THE SITE CONTRACTOR AS NEEDED. PROPOSED RISER W/ &FIRE SERVICE(COORD MH 7 80 9.COORDINATE WITH MECHANICAL AND PLUMBING PLANS FOR ROOF DRAIN INFORMATION. PRIMARY W/MIER 84 CONNECTION - INV-75.80-A 9.50 CB 3 10.LIMITS OF WORK ARE SHOWN AS APPROXIMATE.THE CONTRACTOR SHALL COORDINATE ALL WORK TO IR( 0 PROPOSED NATURAL GAS SERVICE) 3 CB 3 PROVIDE SMOOTH TRANSITIONS.THIS INCLUDES GRADING,PAVEMENT,CURBING,SIDEWALKS AND 25 (COORD W1 MEPFP PLANS) ALIGNMENTS. RIM=79.49 DMH 7A 11.THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND FOR THE TEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS.THE INVJN=75.20(F� CONDITIONS AT THE SITE.WRIT BOW=80 INVJN=75�44(W! TOW=B5 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT DISCREPANCIES TO THE ENGINEER. 0c;F .54 PROPOSED RL 5-7 12.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THE ACCURACY OF THE TOPOGRAPHY TRANSFORMER PAD LF,a'PV_- AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO ANY EARTHWORK BEING PERFORMED ON THE PROPOSED SITE.NO CLAIM FOR EXTRA WORK WILL BE CONSIDERED FOR PAYMENT AFTER EARTHWORK HAS 68.DO E/T/C SERVICES COMMENCED. INV-, PROPOSED SEPTC AREA 13.VERIFY TBM ELEVATIONS PRIOR TO CONSTRUCTION. WYE=623.11 5 kO3 (REFER TO SEPTIC PLAN FOR DETAILS) INV-75-09 .40 -INV=63 25 WYE=74,89 BOW=BO �UUNDA-BON�CRRIN TOW=86', 14 IN THE EVENT OF A CONFLICT BETWEEN PLANS,SPECIFICATIONS,AND DETAILS,THE ENGINEER SHALL BE I NOTIFIED IMMEDIATELY FOR CLARIFICATION. 1R1-'AP(F) 9 VATOR SUMP DRAI N 6'ROOF DRAIN(TYP3 9.85 `,/ i \ - d _)PF (PUMP DISCHARGE) FOUNDATION DRAIN'HE RR INV.OUT=51.00 15.IF CONDITIONS AT THE SITE ARE DIFFERENT THAN SHOWN THE ENGINEER SHALL BE NOTIFIED PRIOR TO -W/FLAPPER VALVE PROCEEDING WITH THE AFFECTED WORK.NV.=63.70 lNV74,50.0 iNV63,25 1-11 10 LF,6 CI 16.THESE PLANS WERE PREPARED UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER. 80 CONCRETE PLANS EXCEPT UPON THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. WY-E=62,75 S=2.00% c 91 WYE=74.69 9 1800W=8 MODULAR DMH 7 TFMORAN INC.ASSUMES NO LIABILITY AS A RESULT OF ANY CHANCES OR NON-CONFORMANCE WITH THESE RIM=67�7 OIL WAIER SEPARATOR \- RETAINING WALL -1............................ NV IN 62.64(N) RL 1�' RIM=67.7 MH 6A 17.TFMORAN INC.ASSUMES NO LIABILITY FOR WORK PERFORMED WITHOUT AN ACCEPTABLE PROGRAM OF CC, �-,0��, NVJN=62,89(S) !1!V.=4. TESTING AND INSPECTION AS APPROVED BY THE ENGINEER OF RECORD. RVJN =.IN=63.3O(E' 1 -0 ffq"tI e INV=7A 69 H -VENT) WYE=74,49 I' INV.=65.8(4 0 e INVOU---62,54 VENT TO ROOF INV.OUT--63.4(6-Cl) 0 d 79.50 6.2 X TEF/W`YE=62,97 V\ G V, 7.25 SEMENrDMH 1 INV.=63.25,\ BOW=80 EA 0 TOW=88, 0j?A11q1- PROPOSED SEPTIC SYSTEM 68.00 29 LF,15-HOPE CB 6-, S=1.00% INV�=74�49 (REFER TO SEPTIC PLAN FOR DETAILS) in I\ WYE=74- 1\ IYE=63J5 tj j skO3 6'ROOF DRAIN JYIP.) RL,4-/ 100 L.F.,6"HOPE INLET 1 S=1.00% RV B ILF�5 C(TYP�) INV-74,14 BOW=80 TOW=88 WYE=73�94 !NV.63,25 skO3 2 D WYE= �tTORMTECH SYSTEM#2 G GATE 0 MC-3500 CHAMBERS FOUNDAT16N DRAIN DMi66 !NV,=73,94 WYE=73,74 BOW=__86 O TA CHAIN L W8 677 \ \ OS-2 F TY X F INV63,25 4'HDF*DRAIN RIM=67.2 INV.IN=60.55 WYt=62-95 INV-OUT=60-55 38 LF,15'HOPE 1\8 LF, REFER TO DETAIL INV-73,74 4-HOPE X= S=1 00% WYE=73.54 T INV.=63.00 79.5 -B1 INLET 2 BOW RIPRAP OUTLET 'TOW--87 APRON TYP. F.8'PVC 8 NV,DMH bA S� _-8-_RL 39 RIM=67.7 INV.IN=62.7S(N) HW-1 _\__INV.IN=62.9O(E) 79.5 .85 IINV.OUT=59.50 INVJN=62�6 0.25 DMH 4A 6.95 9(S) 0 INV.OUT--62.59 6.9 26 L.F.,1 DPE -81 CB 4 BOW "TOW=88- S=4.0% 55 1- 15'HOPE VW YE 61. =63,05 V ---------- RIM-67 2 INV.IN-6044 INV.OUT=60.44 REFER TO DETAIL- 4, -WYE=6125 A 68f. .00 INV.=61.35 1.25 STORM TECH SYSTEM LM#1 -3500 CHAMBERS F67 48 MC 70 68.20 81.8 48 MC-3500 CHAMBERS X1- 01N y 68.20 3� SITE DEVELO PMENT PLANS MH TAX MAP 34 LOT 50 DMH3" GRADING&DRAINAGE PLAN CLEMTE-CONTROLLED SELF-STORAGE BEECHWOOD DR.,NORTH ANDOVER,MA OWNED BY 612,9.011.(F) ALBACADO LIMITED PARTNERSHIP \ \ \ PREPARED FOR THE STUBBLEBINE COMPANY ------ ------------ SCALE,1"i FEBRUARY 10,2021 4 Civil Engineers 8 1 ---- --- Constitution Drive SAp, Structural Engineers 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 5 6/1/2021 PER NOTICE OF DECISION JH JH Land Surveyors Phone(603)472-4488 (603)472-9747 4 04/27/21 PER CONSERVATION COMM.REVIEW JH JH Landscape Architects Fax All rights reserved.These plans and materials may not be copied, in-ME HORIZONTAL SCALE 1"=20' 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 - H RD L731 96 03�1 8/21 TNG REVIEW j C-5 This plan is not effective unless signed by a duly authorized officer of 1 PER CONSUL '9.0 0 DR ISH Thomas F.Moran,Inc. DESCRIP77ON IRrI-1 CK I RED I CADFILE 1 31968-00 SITE PLANS