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HomeMy WebLinkAbout31968-00Site Plan Rev 05 - - 25 Beechwood Drive -`. INSTALL CB INLET PROTECTION i�.,_ 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 TIMES. ^ I/B DISCREPANCIES TO THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. REPORT ANY L THE CONTRACTOR SHALL VERIFY ALL SURVEY INFORMATION IN THE FIELD AND 0o INSTALL CB INLET PROTECTION -� � � � 6 GBD.H / H \\\ - � 4.EXISTING UTILITY SERVICES TO BE DISCONTINUED ARE TO BE CAPPED AS REQUIRED BY THE RESPECTIVE n C�C - \ 5 UTILITYCONSTCOMPANIES.RUCTION EBRIS AND INVASIVE SPECIES SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A YAG \ CONSTRUCTION D REMOVE CURB LEGAL MANNER. SALVAGE FOR REUSE _ — � / I 6.PRIOR TO THE START OF WORK,THE CONTRACTOR SHALL PLACE ORANGE CONSTRUCTION FENCING AROUND EACH TREE TO BE RETAINED THROUGHOUT CONSTRUCTION.NO STOCKPILES OF MATERIAL ARE PERMITTED WITHIN THE DRIP LINE OF THE TREES TO BE SAVED. i/:� P 7.CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY IF ANY TREES ARE DAMAGED DURING STABILIZED_ CONSTRUCTION_ CONSTRUCTION \ EXIT TYP. / AINAG i t /\ - - STABILIZED CONSTRUCTION EXIT(TYP.) I CRUSHED STONE RESERVIOR _ \ _ -; — W/DEWATERING(DIRT)BAGS FOR CONSTRUCTION DEWATERING OO C4P(F) \ \ INSTALL TEMPORARY J � = � �\- �� SILT FENCE(TYP.) - o wo r _ _ �y19F�� — \ \� USE CAUTION NOT TO CLEAR ANY TREES Z DRAINAGE_ \ \ %\ / LOCATED ON ABUTTER PROPERTY �0 O OCLEAR&GRUB v \ LIMIT OF CLEARING(TYP.) _ 0 ' \ \ \ 1 r_ FOR CONSTRUCTION GDDEW TEBAGS RING / X SITE DEVELOPMENT PLANS �— iv .. x \ 'A X \ r \ TAX MAP 34 LOT 50 SITE PREPARATION PLAN C _ v LIMATE�ONTROLLED SELF STORAG E ; BEECHWOOD DR.,NORTH ANDOVER,MA l \ OWNED BY 6-C.a.0 v(F)- ALBACA PARTNERSHIP I.ETDO LIMITED PREPARED FOR THE STUBBLEBINE COMPANY -- SCALE,1•■20' FEBRUARY 10,2021 Civil Engineers 48 Constitution Drive tructural EngineersBedford,NH 1 c sqp '' S e 03 10 Copyright 2021©Thomas F.Moran,Inc. - e \ ... Traffic Engineers 48 Constitution Drive,Bedford,N.H.03110 �`. ,"- d Y 5 6/1/2021 PER NOTICE OF DECISION JH JH Land Surveyors Phone(603)472-4488 4 04 27 21 PER CONSERVATION COMM.REVIEW JH JH Landscape Architects Fax(603)472-9747 All rights reserved.These plans and materials may not be copied, �: HORIZONTAL SCALE 1"=20' // Scientists www.tfmoran.com duplicated,replicated or otherwise reproduced in any form whatsoever. 20 10 0 20 3 04/14/21 PER CONSERVATION COMM.REVIEW JH JH without the prior written permission of Thomas F.Moran,Inc. 2 03/26/21 PER PLANNING REVIEW JH JH ,a 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 C-3 Thomas F.Moran,Inc. ��rocasmucnm REI! DATE DESCRIP776 OR CK E CK RED CADFILE 31968-00 SITE PLANS 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. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION,SIZE AND 77 67 1 FF ELEVATION OF ALL EXISTING UTILITIES,SHOWN OR NOT SHOWN ON THESE PLANS,PRIOR TO THE START OF ANY CONSTRUCTION THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION BE AGREED TO BY THE ENGINEER BEFORE PROCEEDING WITH THE WORK.THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT"DIGSAFE" (811)AT LEAST 72 HOURS BEFORE DIGGING. WOOD D .......... 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 68.69 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 L) COMPLETION OF CONSTRUCTION OPERATIONS IN THE IMMEDIATE AREA. RL 6 8�THE EROSION CONTROL PRACTICES SHOWN ON THESE PLANS ARE ILLUSTRATIVE ONLY AND SHALL BE OR A CA SUPPLEMENTED BY THE SITE CONTRACTOR AS NEEDED. MH 7A 80 9,COORDINATE WITH MECHANICAL AND PLUMBING PLANS FOR ROOF DRAIN INFORMATION. 94 Im CB 3 9.25 79.5 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 Q ALIGNMENTS. 11.THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND FOR THE 80.00 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 RL 2 SITE.NO CLAIM FOR EXTRA WORK WILL BE CONSIDERED FOR PAYMENT AFTER EARTHWORK HAS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO ANY EARTHWORK BEING PERFORMED ON THE 6800 COMMENCED. 13.VERIFY TBM ELEVATIONS PRIOR TO CONSTRUCTION. b/.4U BDW=80 0 TOW=86',, 14.IN THE EVENT OF A CONFLICT BETWEEN PLANS,SPECIFICATIONS,AND DETAILS,THE ENGINEER SHALL BE CAP(f) DMH 2A NOTIFIED IMMEDIATELY FOR CLARIFICATION. FOUNDATION DRAIN 15.IF CONDITIONS AT THE SITE ARE DIFFEREN V. NT THAN SHOWN THE ENGINEER SHALL BE NOTIFIED PRIOR TO I OUT=61.00 F80 Do PROCEEDING WITH THE AFFECTED WORK. MAP 34 51 16.THESE PLANS WERE PREPARED UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER. MODULARNON-CONFORMANCE WITH THE E TFMORAN INC.ASSUMES NO LIABILITY AS A RESULT OF ANY CHANGES OR S BOW-80 T = CONCRETE PLANS EXCEPT UPON THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. RETAINING WALL F6-7-4-81 nn RL 1 88 C; 17.TFMORAN INC.ASSUMES NO LIABILITY FOR WORK PERFORMED WITHOUT AN ACCEPTABLE PROGRAM OF MH 6A 67 TESTING AND INSPECTION AS APPROVED BY THE ENGINEER OF RECORD. 79.5 D V, .2 Bow DRAINAGE EN DM B 68.00 68.00 79D5 TOW=88,80 F; 9 0 -N, = -/ \ RL 4 A 100 L.F.,6"HOPE INLET S=1.00% BOW=80 A TOW=88 A \ A tn STORMTECH SYSTEM#2 AA 60 MC-3500 CHAMBERS A FOUNDATION DRAIN DMH6 INV UUT-60.00 BOW=80 OS-2 XE* -86 " RIM=67.2 INV.IN=60.55 INV.OUT=60.55 �..:( �..� \ ` \ \\ \ REFER TO DETAIL 68.0 RIPRAP OUTLET INLET BOW=81 APRON(TYP.) \ D TOW 87 CIA RL H SA HW-179.5 INV.OUT=59.50 .25 DMH 4A -:0 \F;R nn CB,5 BOW,81 26 L. 15 S= -CB 4 low 88 79.5 RIM=67.2 A\ 80.60 INV.IN=6044 REFER TO DETAIL 00 OUTLET 1 81.80 A 81.25 STORMTECH SYSTEM#1 48 MC-3500 CHAMBERS V 701 p 84 e 68.20 X SITE DEVELOPMENT PLANS A 4 TAX MAP 34 LOT 50 DVIHS GRADING&DRAINAGE PLAN CLEWATE-CONTROLLED SELF-STORAGE BEECHWOOD DR.,NORTH ANDOVER,MA �75 55- 7 OWNED BY 6-C.9.0 (f) ALBACADO LIMITED PARTNERSHIP PREPARED FOR THE STUBBLEBINE COMPANY -----77-------- ---------- -------------- SCALE,I'm201 FEBRUARY 10,2021, N, Civil Eng ineers 48 Constitution Drive ruc ura ngineers Bedford,NH 03110 Copyright 2021©Thomas F.Moran,Inc. Vkc s4FC gp Traffic Engineers 48 Constitution Drive,Bedford,N.H.03110 id 5 6/1/2021 PER NOTICE OF DECISION PH JH Land Surveyors Phone(603)472-4488 Z 4 04/27/21 PER CONSERVATION COMM.REVIEW JH JH Landscape ArchitectsFax(603)472-9747 All rights reserved.These plans and materials may not be copied, HORIZONTAL SCALE 1"=20' Scientists www.tfmoran.com duplicated,replicated or otherwise reproduced in any form whatsoever. 3 04/14/21 PER CONSERVATION COMM.REVIEW JH PH without the prior written permission of Thomas F.Moran,Inc. 20 10 0 20 03/26/21 PER PLANNING REVIEW JH PH N 's FB This plan is not effective unless signed by a duly authorized officer of 1 03/18/21 PER CONSULTING REVIEW JH RD I 31968.00(R,4REHD C-5 Thomas F.Moran,Inc. %TgT 72pox �� CADFILE 319111- 00 SITE PLANS IFEV, DATE DE-SCRIP77ON DR Cl( LE