Site Development Plans 3

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Site Development Plans 3 GENERAL NOTES: D:l CD C 0 <( 01 to CD ll. CL ' LLU ~ o'" Q ~- "- 1. BASES, ANCHOR BOLTS, CONDUIT AND WIRING FOR ALL OTHER SIGNS ARE BY CO OJ , (_J o:1 D'J THE GENERAL CONTRACTOR. 2. 3/4" EMPTY CONDUIT TO LOCATIONS SHOWN ATTHE LOT PERIMETER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR LIGHTING FiXTURES, BASES. POLES, CONDUIT, AND WIRING ARE BY THE OWNER/OPERATOR. SITE DEVELOPMENT PLANS 3. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER 4. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACTLOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMiCAL INSTALLATION JFOR: 5. THE CONTRACTOR SHALL COORDINATe WITH ALL UTILiTY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTiliTY. REFER PROPOSED TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERViCE ENTRANCE LOCATIONS, SIZES, AND CIRCUITING. 6. ALL ELEVATIONS SHOWN ARE BASED UPON, NAVD 88 PER SURVEY NOTE #7. 7. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. 8. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. FOUNDATION DESIGN AND CONSTRUCTION IS BY THE GENERAL CONTRACTOR PAVING SPECIFICATION (SEE PAVEMENT DETAIL) !J:!A,© [Q) © D1J c:ru DcQJ a~ I FLEXIBLE PAVEMENT SECTION. --------······ .. , ... _, ---- --- -·---· ·----·---- -1.5" M.04.02- CLASS 2 TOP COURSE rn \] -2.0" M.04.02- CLASS 1 BASE COURSE -12.0" M.02.06 TYPE C PROCESSED GRAVEL SUBBASE RIGID PAVEMENT SECTION WITH l)RIVE=THRU -6.0" 4500-PSIAIR-ENTRAINED CONCRETE -8.0" 4500 PSI AIR-ENTRAINED CONCRETE AT TRASH ENCLOSURE -12 0" M.02.06 TYPE C PROCESSED GRAVEL SUBBASE NOTE: FINAL PAVEMENT SPECIFICATIONS TO BE COORDINATED WITH LOCATlON OF SITE: GEOTECHNICAL REPORT RECOMMENDATIONS. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTiON TEST AND/OR A CORE SAMPLE. iF TESTS PROVE CORRECT, PER ABOVE SPECiFiCATiON, TESTS WILL BE ATTHE EXPENSE OF McDONALD'S. OTHERWISE, G. C. WiLL BE CHARGED. LOT LIGHTING SUPPLIED BY 1-----.......... -------- 84 MACY STREET, CITY OF AMESBURY SECURITY LIGHTING SYSTEMS 1085 JOHNSON DRIVE BUFFALO GROVE, IL 60089 ESSEX COUNTY, MASSACHUSETTS 1(800) 544 4848 I I . I AS NOTED. , 37 PROPOSED SPACES 9.0' X 18.0'@ 75' 1 10 PROPOSED SPACES 9.0' X 18.0'@ 90° MAP 79, LOT 8 TOTAL SPACES 1 PROPOSED SPACES 9.0' X 18.0'@ 60° 3 PROPOSED SPACES 12.0' X 48.0'@ 60° 54 i '\![if\lrB·E, : 3 PROPOSED S.O'x 18.0'@ 75' SHEETT1TLE I <.,,Si'-'£· .1.· .. I.L. ,;:-1· -"~' .... J..: 'R·. ------- ~----~--------.J' COVER SHEET !C10F16 '" -------------------------+----- -•-• --MO, ___ _ UTILITY INFORMATION GENER.A.l NOTES SHEET I C-2 OF 16 SIZE TYPE LOCATION --j--- ------------~~--~·· DEMOLITION PLAN ; C-3 OF 16 SANITARY SEWER 12" TBD MACY STREET ,_ --·------·----,-·---~- ----·----1 SITE PLAN ·C-40F16 WATER 12" TBD MACY STREET ...... fi ---------1-----·-+-----·- ·- ------- STORM SEWER ! VARIES VARIES ON-SITE SIGN PLAN C-5 OF 16 ELECTRIC ! TBD TBD ON-SITE GRADING & DRAINAGE PU\1•< C-6 OF 16 ~~-~-----~-·-~···-+ - -------- --------,--- -- --------·-·-------------- GAS ! TBD TBD ON-SITE ' UTILITY PLAN 1 C-7 OF 16 SOIL EROSION & DIMENT CONTROL PLAN · C-8 OF 16 --- ___ (.__, ·-·---·-·----------------·---·--- ' 352 TURNPIKE ROAD SOIL EROSIOi'J CONTROL NOTES,;; DETAILS SHEET C-9 OF 16 SOUTHBOROUGH, MA 01772 JOB # 03-160046 LANDSCAPE PLJ\N : C-10 OF 16 DATE ~iARCH 25, 2016 LANDSCAPE NOTES & DETAILS SHEET . C-i 1 OF 16 REVISED: MAY 2016 LIGHTiNG PLAN ! C-12 OF 16 TYPICAL LEGEND DETAIL SHEET 1C-130F16 I --- -- -- --- - -------------~-·-··----' ·-· ._ ..... ---·-·-··--·------- EXISTING I PROPOSED DETAIL SHEET : C-14 OF 16 i -.--- .. --. --·-·· +-------·--------·-~----! PROPERTY LINE DETAIL SHEET lC-150F16 SETBACK . ' -- -:--- EASEMENT U) DETAIL SHEET !C-160F16 J..LI "UJ - -- --- -- ------ ------------:---·' - . ·-· . CURB L)c:: "'0 BOUNDARY & TOPOGRAPHIC SURVEY (BY OTHERS) I 1 OF 1 6 ~ ' STORM BUILDING ELEVATIONS (BY OTHERS) I' -- f- SEWER MANHOLE i CATCHBA$/N ' 1!11 ' WETLAND FLAG SHEET INDEX WETLAND LINE LOCATION MAP AREA PLAN X $POT ELEVA T/ON SCALE: 1"==150' SCALE· 1""'1000' X n; 54.58 TOP & BOTTOM OF PLAN REFERENCE USGS NEWBURYPORT MASSACHUSETTS QUADRANGLE G 5,Jl8 CURB - --- 53 --- -~ (Q;~Q'_,N'TTOC)Il"_'R< __ J-===~~====:1 FLOWAl~ROW ---+- --~-----------·---1 PA!NTED ARROW OVERHEAD WIRE GAS LINE >­ z TELEPHONE LINE w < ELECTRIC LINE "m z~ r-------- -----, 0 \l i 1~-----~------------------------------·--------------~~ 2: :tiLE l ~c()i;ii'LIANcE cfiecK- ·· DATE- 1 sTREET ADDREss UE r.:r.- f .\:'if) r.U'<·U r: ( J.:: I I :s fT i(( ~" ~---~-~-~~-~~~-:~----~~ ··---~-------1~ f ---~-----C-I-TY__ 8_4_M_A_c __ v __ s____ T .. R __ E ET STATE STATUS T ·\Y:J s·:_:J;YLY'i,.;-:_, i'J-<.:.:l:tt\~,_r;,_l-\'.,'\\/<\·:r;-.-.·;· L\.;'~i:::-,C_\_:'_;~.\LL_'Br_;_·LcTLRL: L ___~_9-~_.'§_T.F3UCT!ON CHt::CK __ DATE _ ~LS'L\L~,\~~:~~~-~:!;~~,8~~LR:,u~-:;~~·:;~~~~~~--:;; c! '{ ~ ~~l;l c~OE·I;T~'R,;A~L~V~',vR;G~IGN,~I~A~;;' F-~ r, --------=-=--=---.:-=- :_~__:=----~~~=-~ AMESBURY MASSACHUSETTS DRAWN BY 08125116 BPB NC·VV ~.NGLAND * LEHIGH VAi...LEY. p,; v ' I -------------- . -----··· 1------·-·---... --·- --·' BOSTON. MA ·$ SOUTHEASTERN, p;.., ? RALEIGH NC l -CONSTRUCTiON CHECK Dt..TE I COUNTY PLAN CHECKED JAK NE:W YORK METRO i\. REHOBOTH BEACH DE + CHARLOTTE. NC -------·-- - -- - · ·- '- -- J i~:':Y-/YORk "'v * BALTIM8RE, MD <" TP..MPA, FL j ESSEX AS-BUILT NEW JERSEY ,+ SOUTHERN MA.RYLJl.ND t> SOUTH FLORIDA I PRO 'ECT No· THE INFOR:.<AW~. ~~SI~~ ANC ~O~iEI<T Of ~ rliS PiAN A'~ PRCPRIETARY .~NC SHALL ~OT aE CCPIE:D OR US~C lOR .'h''II'URP~S~ 1m ~OU- P~IOR \\'Rt:TEN l. ________ VV~, 62000_:_·----~ f-S--1-T_E_I.-D.-. ~---------·-~p·-L-...A ... N ___ D __ E_S__ C __ R .. I..PTION AU11 IO~!lATiiJ~ ~RO'ol B(.)f:LER EN81t,EERING_ Or,'L Y >'P 0RO'IW. SIG~ED A"D SEAl ED PfoJS SHAll. B;; IJTILii'ED FOR CGI<STRUCTION PUR?OSES SHEET NO. (t• ~0~iLlo '( :.:,\-~I~Li:>\·!•G 20 iS, 2·.•~!, ;0iil 352 TURNPIKE ROAD -- -- ~-~~~-;;--;. -~--~-j SOUTHbOROUGH, MA 017?~ 020-0121 W162000ss5 dwg COVER SHEET www.Boh!t:rEnyfneerfng.com 5.: -- ---------- --------- I GENERAL NOTES GENERAL DEMOLITION N JTES <.( 00 CO CCI CO TYPICAL rol"->- '"' ---:> 0.... 0.. a... 0.... CONTRACTOR S RESPONSIBle FOR COMPLANCE W TH THE NO t:.SAND SPECFICAl ONS CONTA NED rlE;:(EF\ CONTRACTO~ ::; REt::PQNC: BLE TO ENSURE rHAT ALL­ THIS PLAN REFERENCES DOCUI4ENT" AND INFORMII ON BY 0 co co []J co SUBCONTRACTORS FULLY AND cm.t.PLETELY CONt:.QRM TO AND COMPL 'i W TH THESE REOU R MEWS 1"' ABBREVIATJIONS I THE FOLLOWING DOvUv!ENTS ARE NCORPORATED BY R FERENC!= AS PART OF TH S S TE PLAN ,__-_K=E_Y~f---_D_ESCRIPTION =EEY DESCR~PTION__ ~~ 0 1 2 vO A 0 H!ILL PER"'"O~il. ! dYr-.NDI-:EA HA...,T0e1!;10(;;;9U"C61etseq t.,s 1 • BO NDARY & TOPOGRAPHIC SURVEY PR PAREu BY CONTROL PONT ASSOCATE<: NC DATCD 03 2o o PE1, SEQ HRU 0Cl OL 1o N END~='DA~DA'-YI<IO lD .:. TO"'~~ ...,E /LR TELEPHOW CABle BER ac C-----s_o_n__ oM CURB 1 _PROP __ 0 '\P.JD rm, 0 LY V\ TH THE RF'Qv K ~~ENfS OF TI-:E \PP CPB~...E UTL TY J ~ ~ROPOSED PROR TO THE START OF CONSTRUCT ON THE CONTR\'vTOR MUST v'ERcY THAT HE SHE HAS THE LATEST EDIT ON OF THE DO<U~!IENTS REFEREI\;CtD ABOVE THIS IS BOH FR ENG NEER N 1-'/ <::! 1-..10 CON RN'TU l LE A nR. )T:-;E'R RI-SPON 9 L NGuTL r:e:ouR Gv8fSrR~CTIO'l AT Oi"'QST"'"CT E 1C TOP CURB ~RJR 0 BE R>'~lOVED CONTRACTORS RESPONS B L F --- ----------I AND Ri=PLAC D 4 D TO BE REMOVED 2 ALL ACCEC:S BLE ADA PARKING SPACES MUST B'" CONSTRUCTED t0E'"T A AM t~ MUI~ HE MORE STR NGE~T °F THE REQU R MENTS Ot- HE A ~ER CANC: TH ONO THE:-.JEWS E fH Th_ PROJECl ! ...J (NKJP. TO V uN _]____ ------ --,-- ----- ...J OSABLITES AC ADA CODE 42 USC§ 2101 et seq AND 42 SC § 4151 et seq) OR THE REQUREMENTS OF ""HE URSOt..,TON J.HERE fHE r~OJECT S 0 ...,E RN BOTTOM Of WALL GRADE TREE PROTECTION FENCE CONSTRUC ED AND A~Y AND ALL AMEND!1ENTS TO PQTH WH CHARt: 1\l EFFI=CT NHEN THESE PL/lN::;; /IRE CO!APLETEO [;:'~ "'w (j 5 COI'l R'I.CTOP 1U::,1 RA o._ :::: i'2 w PR OR TO START NG roNSTRUCTION THE CONTRACF'R S RESPONS 8 E TO t:NSURE THAT A L R QU R~"D PERM TS AND APPRO A S HAlE BEEN OBTA NED NO SAr:ETY S ANDARDS OR OPOFWALL BUIUJING I z 0 T "'0 w...J CONSTRUCT ON OR FABRCATION SHALL B GN UWL THE CONTRACTOR HAS Rt:CEI</ED AND fHOROUGHLY Rt:\IEWEO THE CO), JJE!I; <::! 0 LL PAN::, Al\0 OTH~R w z 0 t­ ::;; ~ DOCUMENTS REVENED AND APPROVED BY THE PERMT NG AUTHORTES AND CON"RMED ""HAT ALL W''CESSARY OR REQURED PER,.uTS HA/E 8E"'N OD ANED EXST EXISTING SQUARE FEEl LL Z ::;; w vONTRAC OR f~ JS HAVE COPES OF ALL PERM TS A~D APPROVALS ON S ::AT ALL TIMES 4 ARE OBEREviO/~...D H (') w B ; BENCHMARK SEWER lviAr.IHO~...t: z ::;; o ~I 4 THE OWNER/CONTRACTOR !v UST BE FMAIL AR \iliiTH AND RESPONSIBLE FOR T~E PROCUREMENT OF ANY AND AJ L CERT r- CAT ONS REQU RED FOR THE SSUr.NC.- 0 P 1----+--c------ -- 0 ~ 0 z iS LL 0 CERT FICATE OF OCCUPAW'Y EOP EDGE OF PAVEMENT ORA N MANHOLE 0 ...J 0 AOBTANING!-ILLKEQlir:Er,ERHI<::Af'.IDf l'l NNG.,..HESA'LO~S 0 KE IEIB'I 1- -~ NER/NDOH RPUBI AGr v TH LR::>DC N ~ ~ ffi ~ ~ 5 ALL \"IORK MUST BE PERFORMED IN AC.:CORDAN ....
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