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:.
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
21 F THE CONTRACTOR OEVATE~ FROJ\1 THE PLANS AND SPECFICATOI\lS INCLUDNG THE r~OTcS CON ANED HER N V'vTHOUf FR~ OBTANING TH PROR V/RT EN AUTHOR ZAT ON 0 THE ENG NEER FOR "UGH DEV hTIONS THE CONTRAC-OR S SO EL v RESPONS GLE FOR THE PAYJI'la OF ALL COSTS INCURR 0 N ..... ORRECT N"' Ar~Y • !.. ORS rO~ OIN1SFORA I :1\iORK DONE 'VH "H DEV ATES FROM .,.HE PLAN::, ALL F 0.:E" AND OR PENALT ES ASSES;:,ED ~ TH RESPEC THERETO AND ALL COMPENSA ORY Of PUNT VE " I 23 ALL SIGN NG AND PAVEl\. EN STR P NG MUS CONFORfv1 TO MANUAL ON UN FORM TRAFFIC CONTROL DEV CES OR LOCALLY ,-..P 0 R0 ED ;:,UPPI EMENT " C F\B RAtiPS SLOPEf!:US N" X:u E 12 8 j KA 1\X! u or "X o) ,_.t I 24 ENG NEER S NOT RESPONSIB E FOR ANY NJURY OR DAMAGES RESuLT N'; FROM CONTRACTORS FA LURt. TO BU LD OR. CONS RUCT N STR CT ACCORDANl..E 'v\ TH THE •lfD~Jr:: Uv BEPROV t:uAT~"PCH OJDOFRM~P:;:, L"'"PR D POST [OAI GEil.N IS Nv EXCt: 1o ~.,-PRrno 0Rl01N/'LL{20 )~ 3] A.NV D REC f 01\l APPROVED PLANS r CONTRACTOR AND OR OWNER FA L BU D OR CONSTRUCT N STRICT N'CORDANCE ~'\ TH APPROVED PLANS TH Y AGREE TO JO NTLY AND SEVERt LLY I NDEMNIFY AND HCLD ENG NEER HARMLESS FOR ALL NJURIES AND DAMAGES ThAT ENG NEER SUFFERS ANQ COSTS THA ENG NEER NCURS • 25 01/N,_R MUST MAINT/lN AND PRESt.RVE ALL PHYS'"'AL STE FEATURES AND DESGN fEATURES DE'='v ,_0 ON THE PLANS AND RrLATE DOCUI1~="~JT;:, IN STRCT ACCORDANCE W TH THE APPROVED PLAN[S) AND DES GN AND FURTHER ENG NEER S NOT R;:SPCNSIBLE FOR ANY FA LURE TO SOMA NTA N OR PR Sr:RJE "' M~O OR AUA Rf je> ~JU<::!.,. 3E ADH;:R ,..., /"\ 11 X l'..l.Jfil SL 27 ALL CONSTRUCTION AND MATERIALS MUST COMPLY lri: TH liND CONFOR TO APPL CABLE FEDERAL "TAlE A~ID LOCAL REGU A ONS LAv'VS ORDIIvANCES RULES ANu 33 CODES AND ALL AP 0 L CABLE OSHA REQU REM EN rs .:8 COWRACTOR AND ON~ER r1UST INSTALL ALL ELEfJ[NTS AND COMPONENTS IN ~TR CT COMPL ANvE W H AN!J ACCORDANCE /.J TH v1A"lUFAvT vRt:R S .... TANIJARDS AND RECOMMENDED NSTALLAT ON CRITt:.R A AND SPt:C F CAT ONS F CONTRAcrOR AND OR OWNER FAIL fO DO SO THEY !I.GREE TO JO ~ LY AND SEVERII.LLY NOD N F /ONu HOLD ENG NEER HARIV:LESS FOR ALL NJURIES AND DAMAGES Tr-.AT ENGINEER SUFFERS AND COSTS THA ENG NLR NCURS AS A RESUL OF SAD FA LURE STREET ADDRESS .:a CONTRACTOR S RESPONSIBLE TO MAINTAIN ON S TE STORtv WATER POLLUT ON PREVE~ TON P AN SWPPP) N COv1PLANCE 'I; lH EPA REOU t<:.EMEN S FOR "'TES 'II hERE E COMPL ANCE CHECK DATE 0\E 1 ACR OR MORE \UNLEvS THE LOCAL JURISDICT ON REQU RES E '\ER S D t:TURBED BY CONSTRuCT ON ACT V T ES CONTRPCTOR S RESPON;:, BLE '"0 EN"URE RS OP SP OPT w P'\IGC"tCRE E FAN': ON~"'ON~ORI1P. CE ;:,O"SEP/ ~DR XST::; • ( 84 MACY STREET THAT ALL ACT V T .... S NCLUD NG THOSE OF SUBCONTRACTORS ARE N COMP ANCE VV ~H THE SWPPP NCLUD NG BUT NOT Ll 111 EC l C LOGG Nl> AC ES (~IN ~1U 1 HE NvtH~PK"RlOr-CU!'"IN"' ON E CONTRPC OR pccopo~SBLEFORALLC,._. T~ Of-lEt/lOVE KE 0 \R NO ONC p;:R VVt.EK AND AFTER RA WALLE ENTS) AND vORRECl VE ~ CAS RES AS APPROPR A E ----- ~------1 1 l ?\{ 1 '\( ll\1 1 ]\Cr I CITY STATE STATUS 1- 1-''-" l \'-'D"( I'E A.Rc.rT1ECTl.I.E CONSTRUCT ON CHECK DATE 30 A" CONTA N~O N THESE DRAV\INGS AND ASSOC A-;:o APPL CAT ON DOCUt1ENTS PREPA~ED BY T'-'E S GNA"'"ORV _,ROF SSIONAL ENG NeER 1 HE U::,i= OF THE V\ORDS IS::; RCJNGLY R CDI I cNDr:u THM. TH..- ~..-ON "''.-<'"' R R 1! '-'1 {~\lO~JK\HE",.------CERT FY OR CERT f CAT ON CONST TUTES AN EXPRES::,IO!\ OF PROFESS ONAL OP NON REGARD NG TH1- NFORMA ION I iiCH S Tlit ;:,UBJEC OF H UNDERS "NED C'NS RU~_, ON AMESBURY MASSACHUSETTS PROFESS ONAL KNOWLEDGE OR Bt: t:F AND N Cc;ORDANC" W TH COM\1\0N AC EPTED PROCEDUR ... CONS::, EN fJ TH TH::: N'PL CAB t: Sl ANDARD~ OF 0 RAC ICE AND UPSTATE NE '\YORK 1 °H L DE PH A PA .w NORlHERN v RGJN A I DOr::s NO CONSTifUTE II. V'JARRN.JTV OR GUARANTt:E E THt:R EXPRESSED OR f1PL ED ~ EJ\ ENGLAND '"' L~:.HIGH VA EY PA 4 CENTRAL VIRGINIA BOSfON Jl, r n .::oOUlhcASlERN PM 4> RALE GH NC COUNTY DATE NEVv'YORK MET ~0 4 f 352 TURNPIKE ROAD SOUTHBOROUGH MA 01772 CAD I D # 020-0121 GENERAL Ph "E' 1"00 <180 9900 I W162000ss5 dwg www Boh/erEngmeermg com ~----- NOTES SHEET OF16 GC TO MINiMIZE IMPACT TO SURROUNDING AREA \ VVHiLE REMOVING LIGHT POLE. SHOULD \ EQUIPMENT NEED TO TRAVEL IN UNPAVED '\, \ AREAS, OR SHOULD THE LAND BE D'STURBED, GC !00' illll!.AND BUITFR N SHALL INSTALL EROSION CONTROL BETWEEN \ \ DISTURBED AREAS AND WETLAND TO PREVENT \ \ \ g/1 .._._..___ ~ ' \ ~OE~?!?. EXIST. CONC (TBR-TY'P)" __ ..- /IU,ANO DFU//EATI0/1 111/F -1 26177 . , -No 9616." --- -, Af:1P 79. LOT 6 MAINE LICENSE No 12553 ~:.--.xsr. 5 uc,_, 'JiCYJr; rt.~>iu_ - \ 11/F WIOS OF (T'J !:if /II 'I :::/t' J ' C#lfli4GETOWN IJARKETPIAC£ ll.C '1{/Wf•A'i'C'/.tSII'U:I'fli~ • Ok -~ BKJ6768, M-415 N!035A• v J. ''•,l•d ;C,. i \\ I SHOPPINC CEN,T£11 ;-'trvr' 11'/,.... "' / {:-', J\ r,.. .{) // EXIST. LOl LiGHT, ·~ --- -OH----· POLE, AND BAS:: ,:TBR) 1I EXIST{;Bc~ ',..._ -z [fBfl+ EXIST. OVERHEAD UTILITY)---- -. __ _ WIRES (TBR) GC TO COORDINATE WITH LOCAL ELECTRIC, COMPANY JfF 2 EXIST DC. {TBR) ------EXST z PAVE~'IIENT .---- 0 r/AR.I '---- f EXIST_ GONG. - BASE (TBR) L_ __ j_~' ' I I , ------~-- ---~--- REFER TO GENERAL NOTES SHEET FOR DEMOLITJION NOTES --· ~ ------~,~~---,_~ rn ------.. ·---·------~'"·-··------_J ·~~____ -.,_____ -----. :; ------~------THIS PLAN TO BE t::TIUZED FOR 0 ------·-·--·--.------.. ---·---- n: DEMOLITION/ REMOVAL ""0. <( PURPOSES ONLY z 5 0. I ' ; EXIST. WATER SERVICE TO BE <.--;- REMOVED TO THE MAIN. CONTRACTOR TO COORDINATE 1"" 20' 1/VITH LOCAL UTILI"f\.1 PROVIDER ------1 [1--~·------~------~---~--~--·~~------~------~----·---- STREET ADDRESS COI,w1PUANCE CHECK DATE ------~------~ -~- _ __,. _ _::~:::~.,.,;,~~';'_::'j~::,.::,,.,;~~.:_:::_~~- (. . ------~ 1------84 MACY STREET r: JT I( CI\ "I I .:-."Ul CU\ -;~ ! ;_'i{~ 1:':_-,(.f' LAND USE I ZONING INFORMATION & NOTES >'m,ro o o ~ roi' rom m ml~:~ ~ ~ o~ ~! ~ Q ~ APPLICANT I OWNER 1m·ro.u u m1 ro ro ro N McDONALD'S USA, LLC I ; ! AWFII REGIONAl L'01vliWIRCIAL 690 CANTON STREET, t-~---~--· ;_,,_l __: ---+--·- WESTWOOD, MA. 02090 ,____ ZOl'iE 2 PARCEl' MAP79 & LOT 8 84 MACY STREET TOWN OF AMESBURY ESSEX COUNTY. 111A --' f:'? (/) PROP_ LOT LIGHT AND !>: --' z r POLE ON 6" HIGH GONG LlJ z w 0 2 w BASE (TYP_) 1- w :::;; 2 () i ti:i 0 2 PROP. 'NO LE~T --' z () 0 11/iP 78, I.OT 4 TURN' SIGN 1 ZONING ANALYSIS TABLE 1- lLJ LU L':M;T OF PROP z 0:: --' 0 () N/F lANDS OF I Z_O_N_IN-G-01-S-TR-1:-CTC------,-i C:CC:O'CMc-M::E::Rc:CclcAc-L-c(C::c)--:Z:-:cOcNcl CN-:::Gc:D:ciS:cT=R:ciC:C:CT ------~ w WiCO 0:: aJ CHRISTOPHEl/ T. YOIJNG EXTRUDED ::;; ~:<( 1 FAST-FOOD RESTAURANT/DRIVE-IN ESTABLISHMENT ALLOWED BY RIGHT 81UfJ661. PG.4811 emF: CURB 2 z 1- C5 ~ s i SITE PLAN REVIEW REQUIRED 0 0 al. z WOOiJI'IORKli/G 0 () w ! ! () s i ! X-INCLUDES 24 PATIO SEATS i c·------, -~--c------T,----,------1, ; ACCESSiBLE PARKING SPACES 2 4 1 2 i------i.-oc- - --~--,c~:=cco-~====-- --~'------1 A.CCESS:BLE PARKING CRITERIA i TOTAL PARKING 26 TO 50= 2 ACCESSIBLE SPACE PROP. "STOP" SIGN I (STANDARD SPACE- 3'x18' Wf 5' ACCESS AISLE) i VAN ACCESSIBLE SPACES= 1 J 6 SPACES & STRIPING I (\!AN ACCESSIBLE SPACE·8'x18' Wf 8' ACCESS I ~Lel_ _ I _____ ~-~- _ PROP. COD & DIGiTAL MENU PROP. SLOPED BOARD (TYP. OF 2) GRA.NITE: CURB (1). DOES NOT INCLUDE 3 LARGE VEHICLE PARKING SPACES PROP. 25'x20' TRASH ENCLOSURE (TYP.;1 PROP. GONG. MAT ON CONC. MATW/15' CONC. {TYP. OF 2) PROP. EXl'RU[JED-" APRON CONC CURB (TYP ) ;_,'.::·.:~.noiv ;); PROP. LOT LIGHT AND /J'S 'i.:C; i !:;,: ... POLE ON 6'' HIGH GONG. SIGN SUMMARY TABLE EXIST. FENCE TO BE BASE (TYP. RESET OR REPlACED IN PROP DIGITAL PLACE AS NECESSARY ~..::=-~ T~PE ~==:- ::: L A_l~owEo-i :_:::~z~TING ·-:. }----P_R_o_Po_s_E_D______PRE-BROWSE 0 SITE SIGNAGE ' i . 0 BOARD (TYP. OF 2) A/liP 7.9, LOT 6 t-··-·--~------+--- --·--- ·-!··-~------·--- --· N/F' !.AiVOS OF FREESTANDING 1.0. SIGN (1) FREESTANDING i 54 SF SIGN@ 20' EXIST. TO BE PROP. "NO SNOW STORAGE' PROP. EXTRUDED 1 SIGN@ 40 SF & 20' WITH A 24 SF I RELOCATED & RE::USED J~,p""",p«- C!ili1J4C£TOWN .iW!Kt7FIACE ILC 1 SIGN {TYP. OF 5) SEE DETAIL CONC CURB L___ '"- PROP. SLOPED , MAX HEIGHT , READER BOARD i EIK./6768, PG.415 : D: GRANITE CURB @ SfflPPING CEN!ER .... 0 0 PROP. CLEARANCE (j) ·~TYP.) F-~_:::--_:_-:::.-.:.:..::::.==c====--==t==-=-==-==+ic:::---:::_:·::::-=(E)====-f===-====-==~= BAR W/ "ANY LANE BUILDING SIGNAGE I - -- ·------.. -·~------~J._ .. _ '_, __ ,' -·· PROP. HEADWALL AND RIP RAP. NO WORK IS PERMITIED BEYOND Jl.NY TIME" SIGN --- j NONE 1 "PLAYPLACE" SIGN@ 28.5 SF FRONT WALL SIGN T-~------,---·~ LIMIT OF WORK OR WITHIN WETLAND AREA DURING t 1"M" LOGO @14 SF CONSTRUCTION OF HEADWALL. EROSION CONTROL DEVICES TO PROP BE INSTALLED BETWEEN WETLAND AND HEADWALL PRIOR TO BOLLARD 20.0' ------ii INSTALLATION, AND SHALL BE MAINTAINED AND REPAIRED M3 (!) NON DRIVE THRU WALL SIGN (1) SIGN 20.0' 100' ~;-----·==~-oc:=------·-"1 AGGREGATE @ 5°'~ DR!VE THRU WALL SIGN tv WALL AREA (75 SF) PROP. "NO SNOW PROP. S~J8W STOR.AGE SIGN (TYP. OF 5) SEE DETAIL AR~A (TY0 ) ·------I [--- NONE 2 "M" LOGO@ 14 SF EACH v REAR \1\/ALL SIGN I PROP. LOT LIGHT AND ! POLE ON 6" HIGH CONC z BASE (TYP.) f------~- -· --1------L "' -~~-~ ----~-----·- +---;;c-====~cc ···- TOTAL BUILDING SiGNAGE (1) SIGN@ 75 SF ! NONE (5) SIGNS@ 138 5-- 0 OF SLOPED (') GRANITE GLJRB LlJ PROP 8' WIDE RAISED 0:: A/liP 78, LOT !I PROP. S5'X10' NOTE: ALL SIGNS AREAS ARE "BOXED" FOR CALCULATIONS STAMPED RED ! N/F LANDS OF CONC.MAT (E)- EXISTING NONCONFORMANCE (/) IIICTORI4 /I£ALTY T/11JST ASPHALT CROSSWALK 81(.30120, PG.-188 /"~ Pf.OP CONC L5 WALK ----~-·-·PROP LOT L'GHT N~D ~------~ II G4S STATION 1- POLi: ON 3' HIGH CONC. PAVEMENT STRIPING 0:: 0 81\SE (TYP.) 0 !m LEGEND z <0 ------6"/SYSL = 6" SINGLE YELLOW SOLID LINE 8"./SYSL = 8" SINGLE YELLOVIi SOLID LINE PROP. ACCESSIBLE STALL & 4"/SWSL = 4' SINGLE WHITE SOLID LINE LIIVi!T OF SLOPED SIGN MOUNTED ON CONC GRAN.TE CUR3 PROP IN-GROUND PULL FORWARDBOLLARD STALL {TYP. & SIGN OF 2'~' -=~r~ ~i~~\~~=~~~~~~~d~I (TYP. OF 2) 1 REQUIRED SIGHT DISTANCE LINE I CONTRACTOR TO TRIM ANY DOOR PULL NOTE; NEW SIDEWALK I -~·~- ---~-'-""·-- OVERGROWN LANDSCAPING WITHIN I I . I THE PROPERTY TO ENSURE CONSTRL'CTION SHALL BE ADA I I UNOBSTRUCTED SIGH: LINES ;POlo/ ;:;;N t:/C4P l'CU!ifJ COMPLIA:'fT WITH EDGE OF NEW · I I SKDEWALK & ANY OBSTRUCTIONS f-~-1 i I UJ I I w i ~I 11------INCLJCDING RAILING BE LOCATED ' (_) I 0:: I - u::::: 0! Ll.. Oi LIMIT OF PAVE:V1ENT NO LESS THAN 24" FROM DOOR o, ..:r:: LIMIT OF PAVEMENT ASPfiALT WALK LATCH SmE {TYP.) ~--- PROP(ENTER) McDONALD'S (TYP. OF DIRECTIONALSII~~=::~~~~~t;~77~r2) CONFIRM FI,NAL I c•:~;ic~~~;;:;_·c_.~_': t-==-==-:=~r-~==~-===-=0-=:-=··:-=- ::·:--jt:=:=:::::=:=:::t+=jp~==-~~·-===1=~---~-~jr----'S~A,~W~C~UT·T, ,('TTYYIP')) LOCATION IN FIELD WITH McDONALD'S REQUIRED su::HT DISTAC•'CE L',NE. PROP LOT LIGHT Op RSGH LIMiT OF PROP. SLOPED "' " LIMIT CF PROP occnu ACM TO ENSURE PR E I T GRANITE CURB CONTRACTOR TO ENSURE NO PLANTINGS AND POLE ON 6" GRANITE CURB DISTANCE IS MAINTAINED. IN AREA ARE ABOVE 3' iN HI::IGHT TO hiGH CONC. BASE D.WP. ENSURE UNOBSTRUCTED SiGHT L:NE _ _ (TYP.) REFER TO GENERAL NOTES PROP "DO NOT ENTER" (TfP.) PROP. "TO CARRIAGE PROP. McDONALD'S DIRECTIONAL SIGN "STOP" SIGNS & STR!PING (SIGNS PLAZ<\" SIGN :-~------LIMIT CF PAVEMENT (ENTER) {TYP. OF 2) CONFIRM FINAL SHEET FOR NOTES TYP OF 2) SAI\··:::UT (TYP.) LOCATION IN FIELD \·VITH McDONALD'S ACM TO ENSURE PROPER S'GHT ------~ ~--- -··--·-·~~,T~=-.~~~~~~ ---~---r-r-· .------ DIST!l.NCE IS MAINTAI~JED --~-- I -·-"~-~-- ___ .2,~------rr MACY STREEit-i ------·---- TJE-:US PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY o::,LlJI ...... =>' (AKA_ R.011IE 11 0) r-: ..::z. (PUBLIC- 80' WIDE- 1928 LAYOUT NO. 2503) Q, 20 10 5 0 20 (/); ASPHALT ROADWAY ..~--. .. u mn_u_ __j 1"= 20' ------·------~------·----·-··--·r------~-----=-=-=-=---=------=------=·--=----=----::T, ------~ r_ --CClMPLiANCE CHECK-- ClATE--- , STREET ADDRESS 84 MACY STREET HTE~ CiYlL .\'\'D CCJ\:::L-LtT'-JCL:.JC;J~.EETzf.''iG 1l.------·-·~------~t---- ·-----..------t--- CITY STATE L\1.\LI LAKnscxrr. \1-.:CHTTFCT"t.;-Rr. .. -· 1 STATUS DATE ~l'lZVbYll\·U rHo~.;.lzA_\1 \1.;:-:,:;.\~Jc:\'WC'c"l" -·c6NSTRUCTION··cHEcK~_ DATE--: ... ----- ______.. _-----r·----- I AMESBURY MASSACHUSETTS SlJS!.\l-~ \~i~i~~~:~Yor::'l'\Ili~~~~:~~~~~;i TR\No~li~~i~~~~~~~~~~:crcsl~~'~ONSTRUCTION ~HECK ~--D;T~· I DRAWN BY: COU~TY PLAN CHECKED NEW YORK METRO -if REHOBOTH BEACH, DE 0 CHARLOTTE. NC NEW YORK. NY -& SAL TI/>.:10RE:. MD 4 TAMPA, FL ESSEX NEW JERSEY SOUTHERN MARYLAND W SOUTH FLORIDA AS-BUILT i ,------TilE I:I'ORMATION DESIGN AND CQ~IENT GF THS PC'-N ARC PlmA'Ho I~HY •<1-.D SH,>._, ~OT ~C COP'E'O Ch liSW 'OR AW PURPOSE W.l f.\0\JT PHIOR WHil '~N I ,\JTHORiZAT.ON FR.OM BOliLER E~GI~EE< ~.~. ON. v A~PRCVOO SIG'i.OC AND SUUO rL.,WS Sflld 8E L'TILiiE'D F"vll CONS"RJ~TION PURPOSES SITE ID 1 PLAN DESCRIPTION SHEET NO. © 3G.'·HRFICINEERNG, ZJ16 101!.l'01b -·------.J 352 TURNPIKE ROAD Know what's SOUTHBOROUGH, MA 01772 i CAD I .D.# I 020-0121 below. I C=4- Phone [SOB) 480-9900 I W162000ss5.dwg 1 SITEPLAN Call before rn dig. ' www.BohlerEngineering.com '--~------~-·------~ ____ _j OF16 ! \ SIGN SUMMARY TABLE I \ i N ro ro o o < ro ffii ro ro EXISTING PROPOSED ~ a.. Q.. u.. u.. --:~ D... 0...' a.. a.. ro ro ro ro ro ro 23' ~-=~~~T~Y;P~E~~------~----~A~L=L~O:W=E=D~~----~~~~---i------~~~------1~ O O 0 SITE SIGNAGE 54 SF SIGN@ 20' EXIST. TO BE FREESTANDING 1.0. SIGN (1) FREESTANDING SIGN @ 40 SF & 20' WITH A 24 SF RELOCATED & REUSED MAX HEIGHT READER BOARD (E) BUILDING SIGNAGE' NONE 1 "PLAYPLACE" SIGN@ 28.5 SF FRONT WALL SIGN 1"M" LOGO @14 SF 1-: ~I z' ffi: NONE 1 "McDONALD'S" SIGN @ 34 SF ~ r- NON DRIVE THRU WALL SIGN & tu ~ o~-''w I (1) SIGN 0'1- DRIVE THRU WALL SIGN A GG RE GATE @ 5% i------;N;;cOo;Nc;E~----J-;.1c;;,.Mc;c::;Do:;Oo:;N:;cA::;L-;D::;.S;;;"-;S:;;I G;;;N~@;-3~4;-Sc;F~ u..!z,:2 WALL AREA (75 SF) <'liw'o:;;; z: ~I z 9!5:~ I 0 =; 0 • ':'; I ------;=~--+-=====~~""-jNONE 2 "M" LOGO @ 14 SF EACH C) CC i ~ REAR WALL SIGN f 1 -u.. 0·>w1U) 0: Wi- >- 0 ~--~0:: t: ------f-;=----==-+----o;c=~--f-----:;;;-;;;c=o-;;c;-;;=;---i U) <{ • -' • 0 TOTAL BUILDING SIGNAGE (1) SIGN@ 75 SF NONE (5) SIGNS@ 138.5'" W O -' , ,...., 2 w •~~~;;~~~~~~------r------~------.,------10 :::l ~."-~ Directional wi7h Arcr Directional wth o~t Arch DIRECTIONAL SIGN "-o: w 0 DIRECTIONAL SIGNS N/A 2@ ±3.5 SF EACH 5@ 5.8 SF EACH W Cl.. w "- 0 U) oi w w> w U) U)> ;;·o: ~· ~: NOTE: ALL SIGNS AREAS ARE "BOXED" FOR CALCULATIONS (E)· EXISTING NONCONFORMANCE ~- RELIEF REQUESTED FROM PLANNING BOARD TO ALLOW FOR INCREASED SIGNAGE McDONALD'S DIRECTIONAL DRIVE-THRU FEATURE SUMMARY TABLE TYPE ALLOWED EXISTING PROPOSED . SIGN DETAIL ------~:= ______-4----~~~~--+---,~~~~--+---~~~~~~~----iw ~ ~ ~ ~ N/A 1@ 17.63 SF 1@ 28.5 SF EACH 1-- ;; .,.:::: in in GATEWAY CLEARANCE BAR AREA = 5 .. 8 SF O<(N~o-.-- (5) ~ ~ ~ N.T.S. N/A NONE 2@ 13.7 SF EACH TEXT VARIES DIGITAL PRE·BROWSE BOARDS t---~-~-·------j------cNcc/ccA-----j--cc1c;@;;-4;c3;-;So;Fc--+-----;2,-;@;;;-,1°9.09oSoFcEA;;C;o;H:;----il DIGITAL MENU BOARD McDONALD)S FREESTANDING N/A NONE [email protected] SIGN DETAIL (EXIST.) PULL FORWARD SIGN AREA=54SF l\.Y ...... r~ .T , ~ s~-~ ~ 48" --+'~"----~--·--- (;\\ ' 7'·11 1/2'' 7'-11112" MACYSTREET (A.K.A. ROUTE 110) (PUBLIC- 80' WIDE - 1928 LAYOUT NO. 2503) ASPHALT ROADWAY (5"" X .;,'" X < /4") s-c_L M::JIJN riNG ~LJo I L'O 30 15 7.5 0 30 ~I~~ '~1111111111 "McDONALD'S" 1''= 30' ' ' I VVORDMARK SIGN ' 4'-10" DETAIL TTi ,---·.-- rr:·=====r======j~ I AREA= HSF , . I i' ' I I lDJ ! I N.T.S. '! I I I 15'-4"--~-~~ AREA OF SCREEN AREA OF SCREEN I ~. I "PLAYPLACE" -1'-0"-, WTIH BEZEL WTIH BEZEL McDONALD'S "M" LOGO 0.92 m EACH 0.92 m EACH WORDMARK SIGN [9.9 FTJ [9.8 FT] I SIGN DETAIL I AREA= 14-SF DETAIL c.", I N.T,S, AREA = 28.5 SF 1'\,.T T· 1 ~ ~ ' " s ~ "'w 0 i 9.8"x 3.9" x 0.20' ~ "'0 I I/FABRICATED STEEL ' i COLUMN "' I' ' Qf?-W)N _!?_ 9B" M:}VPEi.E 3!(:;;[, i i /BASEPLATE 9f" I -- 'l;-2~ --- [] ~ / I 30,.~e;""' FRONT VIEW ~· tt. [J w 0: DIGITAL MENU BOARD DETAIL DIGITAL PRESELL BOARD :::l GATEWAY CLEARANCE BAR DETAIL ~ AREA= 19.9 SF DETAIL (') AREA = 28.5 SF U) N.T.S AREA= 13.7 SF :{ (FACE OF STRUCTURE) N.T.S, " l: I N.T.S. _,~:~" .! ...... ' ~-i ]______l_ :4'· 1'"10'' STREET ADDRESS ._,, l______1MC~,.; §~.i'IS~-m I -- --~------84 MACY STREET 'Gi! ! SITE tT\'11 .\ND C0~'\0ULTI~G FI\."GI\ifT'RT"''G CITY STATE STATUS DATE BY LA::\D SlTR'>/E.YING PROCR-\Tvf \of Y'\ .. \Cf:ME~"'T L'\::·-.._DOC.-\PF \RCT-HTFCTFRTI '==='Cc'O:"N:'cS~T~R~U~C~T:"IO:"N~C~H~EC~K::==c::D~A~T~E==~ Sl'STAl'\'.\DLE DESIGK PEH\-!!lTTING 6El\ VlCE0 TR\1\"SPORT~\TIO::\" SER\'lCES .' AMESBURY MASSACHUSETTS DRAWN BY: 08/25/16 BPB CUSTOMER ORDER DISPLAY UPSTATE NEW YORK + PHILADELPHIA, PA • NORTHERN VIRGINIA NEW ENGLAND %> LEHIGH VALLEY, PA W CENTRAL VIRGINIA COUNTY PLAN CHECKED I BOSTON, MA SOUTHEASTERN, PA W RALEIGH. NC CONSTRUCTION CHECK DATE JAK PULL FORvVARD SIGN DETAIL DETAIL NEW YORK METRO + REHOBOTH BEACH. DE 4 CHARLOTTE. NC NEW YORK. NY V BALTIMORE, MD ~ TAMPA, FL AREA=4.6 SF AREA= 22.5 SF NEW JERSEY 4> SOUTHERN MARYlAND t SOUTH FLORIDA PRO-JE_C_T ~-o. ---~1-~~~~~~~~-E~S,S_E_X~~~~~~~~~+A:--S-::-B:=U~IL:--T-::--~_L_~~_j_~----J THE INFORW.l10N, CESIG~AN!l COKiENT Of THIS FLJ-•J 1\iE FRCI'RIEi AAY AND Si-I.OJ.l NOT BE COPIED OR USEJ FC-!l P.'IY PURPOSE 1'11THO~TPRiOR'IIRITTEN W162000 ___ SITE LD. PLAN DESCRIPTION SHEET NO. !;' 1\UTMORI?ATION FROM 80HLER ENGINEERING. lH Y AP~RDVED, OIG~FO A.~J OEAlED PlANll SHALL BE URilOO FOR CONSTRUCTION PURPOSES_ j N ~ rr' ~~J~ {FACE OF STRUCTURE) «J OOHlffi E'IGINEERING. 2016. 1017. 10iB 352 TURNPIKE ROAD CAD LD. #: 020-0121 Know what's below. 1'1..' T q SOUTHBOROUGH, MA 01772 SIGN EXHIBIT before you dig. 1'~ ~ ~0* Phone· (508) 430-9900 W162000ss5.dwg C=S can www.BohlerEngineering.com OF16 ' co·co:o o PROP 65'-12" HOPE PIPE S=0.8% ~l ·~· PROP. CB-1 I, i i (DOUBLE) T I i RIM= 39.05 -79, lOT 6 INV = 34.75 t I / N/F I.ANlJS OF PROP 18' -18" HOPE PiPE CA!IR!AcmJWN IMI1K£1PI.ACE li.C I/ 9/(.1676/J, PG.416 r S!IOPP!NG C£Nml · . ... I I I AND RIP INV.o TOP OF WALL= PROP. SWClU _./ RIM= 39.30 z 1- !NV (IN-12") o 33.55 0 w !NV (IN-18") = 33.05 0 ~ INV (OUT-18") = 33.05 w 1- oc (f) - 79, lOT 9 PROP 22' -18' 1- z I.ANlJS Of' HOPE PIPE N/F ~ 0 WC~ REA!..TY TRUST s = o.s% w I BK.J0/211, PG.4!!6 PROP co_,_/ I z 1>15' STATION 1- ('j R!lvl = 33.90 oc INV = 33.95 0 §; z ---RIDGE LiNE ACCESSIBLE CONC 50% MAX RUNNING SLOPE 2.0% MAX CROSS SLOPE PROP. Df1H3 RII-A = 40.35 INV (:N) = 34.05 . INV (OUT)= 34.05 ALL PIPE CONNECTIO~S & FITTINGS TO BE FIT WITH ~ON~SHRINK MORTAR : t : ~ IN \I= 34.85 H:-··-- TO ENSURE WATER TIGHTNESS PRQP_ DMH-.t SMH SMH RIM= 40.00 R/Md8.20 PIII~J9. 19 INV ON)= 34.,5 :------~------~ UMITOF PAVEMENT INV (IN)= 34 75 • ~ J SA VI/CUT (TYP.) • THIS PLAN TO BE 1L:TILIZED FOR SHE ------~---··-···-·------·-·-----·--·---~ -----~------""'- ·--··---"~'L(IJJ!I: 0 3A '--~* ~---_ ------;:;::::.·=:::: I --·------·--· ----- : H GRADING P1L:RPOSES O~LY ------n~, ---MACY STR~T-~~ ~L w , : .J.[J .J.[J i: :I n:: ------"!/··-~--~ iJ',····-~~---·rY···· · ---~--~--;r------~--- ·····it········ __,.,. ---;•- - "' ... ,. .. ._.;y--,~-- --~- "~tJ:···:·;-···"""+""""--F--·····_f···~····"~·---rr···-- ..... "--;(--w·:--- :-!-- :r-- REFER TO GENERAL NOTES SHEET ::> --- ·.. ::,; n n __ (AKA ROUTE 11 0) _:"""~n- ~ FOR GRADING & uTILITY NOTES z (PUBLIC- 80' WIDE- 1928 LAYOUT NO. 2503) (.') (f) ASPHALT ROADWAY 20 10 5 0 20 n'if' "1'"'-" <_<- "' ----;, .-,., j ll/'1' t- - "------!/?.AF!?C _t 1'= ------~~·20' 1---·-·--·------·------· ------· STREET ADlJRESS COMPLIANCE CHECK DATE ER ·---·----- _J ------~ ------, 84 MACY STREET '21'1'1~ Cl\"11, Y'-'Tl ,_-(Y'.;;:Tn Tf'\C: ~~\l(fL'-!l:_ERi.i\:C CITY STATE STATUS DATE BY T.-\ND 21-"'R',Tl.-1\'(; 1'T(i...l( ;R.\,\llvi__\ '\i"'\G UH:ST T" ;--...:D:- :-; L,:-J"j'_\L"\. ,'\B.LL ill5H-;.~ F'~'RAi <"L TJGC;:; L.R \'J L"L'-' TP..\;\'01-'0HT-\TIO!\' :-iEH \' ICL::', ,------.. -~ AMESBURY MASSACHUSETTS DRAWN BY: 08/25116 BPB UPS fATE NEW YORK %- PH!LADELPNIA. P.A. ·-b NORTHERN VIRGINIA NEW ENGl..A~lD 11 1 EHIGH VALLEY PA it CENTRAL VIRGINIA BOSTON IVIA 0 ~QUTH[A.STERN,PA V RALEIGH, NC COUNTY PLAN CHECKED JAK NEW YORK METRO 0 REHOBOTh BEACH, DE ? CHARLOTTE, NC NEW YORK. NY ? BAL TIMORC:. MD -% TAMPA, FL ESSEX AS-BUILT NEW JERSEY THE NFO~MAT:O~. JESIGN ·'N~ ~ONT&iT Of 'f'!~ P~ A~E PROPR'EMRY WD S:-W.L NOT SC CO?lED OR U~~~ FOR AW PURPOSE '1/lThOUT PR'OR 1\'ilJTT~~ W162000 A~moq·7A:;QN mo~: iJOhl "R ENGI~'EER~~G. GI APPRO X_ LOCATION OF PROP TRANSFORMER GfC TO COORDINATE F:NAL LOCATION AND BOLLARD PLACEMENT WITH UTILITY COMPANY W£7/A/ID fJEI.i/iE/17/0N TO ENSURE COMPLIANCE WITH ALL LINE l APPLICABl.E REGULATIO~JS MAP 7!l, LOT 8 N/F IAN!JS OF CA!lRW'£li)WN IWIKEJPIACE LLC EJK./87118. I'G,4/6 Sl-IOPP!NG CENTER UP ---oH~- / / ~...-,PROP2" TYPE "K" COPPER WATER SERVICE PROP ELECTRIC AND 0 6" CLDI TELEPHONE CONNECTION rl ROP L~ -+~--~:~~.--THRUST \' BLOCK (TYP.) ! I .-+··PROF 2.000 GAL GREASE TRAP RIM(A)= 4C.5 RIM(B)"' 40 6 I 'NV !Noo 37.::;3 ,,j. 'NV OUT= 37 08 z '1-; \i O 'W <( ;I :w H (5 "' :;;: w i- li 0: (/) j' f- z UP/JH I li MAP19. LOT 9 j! N/F IAN!JS OF I I:<(~!~ 11/CTG'IH llfALTY 111/JST / i-'() BIC.J0/20. f'G,48fi ·0 / "'0 :m G4S STATION / z : ~-PROPS' CLDI PROP CROSSING SEWER :NV = 33 90 ~ SEWER CROWN= 34.50 1 DRAIN INV = 35 00 f UP /37 ' UP /36 I ' /,. .. : l /1" "() UP /27 Gi?T=3787 , ·~:/ H ·--·~--~d- "' 1---'.--~-- -- . --~~.::::.- 12"--SJ.l-l" SAN . D.W.I' '- SMII SIIH (TfP.) PROP. CHIMNEY CONNECTION TO EXIST /(j,t/-.,38.20 R~M=39.19 CONNECT PROPOSED GAS H SANITARY SERVICE. G/C TO COORD. 4 WV(A/=} .2 SERVICE T~ EXIST STUB AT " i CONNECTION WITH AMESBURY /N'!(8);::;,'L'v¢ PROPERTY LINE G.iC TO DEPARTMENT OF PUBLIC WORKS PROP. CONNECTIGr~ TO EXIST MM·L GiG TO (/) COORDINATE DISCONNECT. STUB, PROP. SEWER ELEV. = 31.48 COJRD!NATE 'NITH AMESBURY _j AND RECONNECT!ON ll'JITH UTILITY EX!ST. SEWER ELEV. =25.35 DEPARTMF.~JT OF PUBLIC WORKS TI-HS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY ~ 1 Cl. "'Cl. MACYSTREET <( ---·-· -- ---w- if~-~~-~-·fi!-----~W----17-- -w·-fii-~--·-W· WJ 20 10 z (AKA ROUTE 11 D) <( -' REFER TO GENERAL NOTES SHEET Cl. (PUBLIC- 80' WIDE- 1928 LAYOUT NO. 2503) 1"= 20' FOR GRADING & UTILITY I\OTES ASPHALT ROADWAY ~------~--~-----· -- . --- ~-~---~ STREET ADDRESS I~L I cOMPLIANCECHEcK-- -DATE- ~-~-- 1 ~---·---·---·------·------, 84 MACY STREET ------.,..,...,.,..,.,..-;..,...,.,7."":',.,..~,.,-c=-==,-,..----- I ~ ~------~- :::n 1_. cl':tL :\!\il cuN"~l-ILTTNG -FNGH'-:FTJ-nl\c; _ __ _ _ I CITY STATE STATUS LA::'\'8 ElrH.YEYI::::(c 1-'HU(;T<.M.-r :\l ~\:"-',V;Fivi'F-:'\T l.At ~::;;:;.· ~.. ---:•• --f_:_ ___ i .,,.. .J., 1---;,;-t ------7"-----r-GC TO Mi~JIMIZE ll·iiPACT TO SURROUNDING AREA -ilW!'> WHiLE REr·JIOVING UGHT POLE. SHOIJLD w --" EQUIP~IiENT NEED TO TRA.IJEL IN UNPAVED r --" AREAS. OR SHOULD THE LAND BE DISTURBED. GC z SHALL iNSTALL EROSION CONTROL BETWEEN (J PROP STRAW WATTLE c:: if) O!STURBED AREAS .A.ND 'NETLAND TO PREVENT Q_ w c:: r () SOIL TRANSPORTATION TO WETLAND AREA 0 z z liAPl!\ LOT 4 w w w 0 :;;:, c:: --" s N/F /.ANOS OF " 2 CIII//STrJP/1£!1 l Y()i.JNC (9 0 w "' z () ~ j:5 BK.Ifl667, PC.48!J z i5 0 0 WOO{}WOR/(/N(/ 0 --" () w f= ::J 5: ll' I Q_ "' w' (/); 0:: 0 > c:: I () w w 0 I () c:: u. ,L ~ ~ 0:: 0 0 Q_ c:: LUi I w WI w' I ::J Q_' (I) I Q_l c:: 0 >i W, c:: w / Q_' w w (I) Q_ c:: 0 w > 0 (I) w w, > c:: lfJ w w> c:: c:: ~---u',"" OF SiLTATION BP.RRIER nyo) I - +----c-- ";____ -! I I I I WFJ -../ / PROP. liN Lb -~ PROTECTION (TYP.) ' i ' J. WEJZANO 0Eliii£AJ/OII UNE ----.1 ; ~ ' ' ',I liAP79,WT6 \\ N/F LANOS OF \• ClllifiiACETOWN AI!RKflPIACE LlC ·y\\ BIU67ti8, PC.116 SHOPP!/IC C£NTEfl .... I 11" OF STRAW -~ 'NA TTLE' (TYP) : \ 11~-I'ROP STAAW WATILE(TYP.) LIMIT OF sm,w-< WADLE (TYP.} ------PROP L'\11T OF V\'ORK ~TYP I \ ·~·APPRCOX LOCA-;-!Or~ OF ' TtJ1IPOR.II.RY SOIL STOCKPILE ."-.RC:A SURROUNDED BY STRAW n BALES AND S!L TFENCE z LJ -0 "---PROP.INLET 'C9 'IJj / 1 PROTECTION liAPl9, LOT 9 (TYP.) ·0:: 'e N/F /.ANOS OF lf) VICTOIIIA /I£AI.TY T/11JST :-< lU BK.:JO 12(1, PC. I G4S STATION ·1-- c:: 0 ! i z / / /~~e,ve SilT.11. T!ON BARR!ER .) (TYP.) <;;<~ >: "::1·----P:ROP STABIUZED CONSTRUCTION ,, ENTRANCEiEXIT PROP. INLET-... PROTECTION {TYP.) ------·· ---···------ OF PROP. SILTATION LIJviiT OF SIUATI:JN--' BARRIER ('YP.) (TYP.) BARRIER {TYP.) THIS PLAN TO BE UTILIZED FOR SITE SOIL AND EROSION CONTROL PURPOSES ONLY (f) MACYSTREET REFER TO SOIL EROS [ON CONTROL Q_~ KOTES & DETAIL SHEET FOR EROSION " (AKA ROUTE 11 0) Wv -< ::><1 NOTES AND DETAILS z (PUBLIC- 80' WIDE -1928 LAYOUT NO. 2503) :'5 fj ()._ " ASPHALT ROADWAY 2,0 -"------'- TWO W1 Y ,, "".; -----,? ik'AIF!C 1"= 20' ------· STREET ADDRESS 84 MACY STREET CITY STATE STATUS DATE BY AMESBURY MASSACHUSETTS DRAWN BY· 08/25/16 BPB PLAN CHECKED JAK AS-BUILT SHEET NO. Know what's below. Call before you dig. I I (]JI (]J 0 <{ EROSION & SEDIMENT CONTROL NOTES !L !L LJ.. ..., (]J (]J u 0 ALL SEDI.~.1EN A~m EROSiON CmHRJL 1\iEASURES SHALL BE DONE AS SFT FORT:-J IN THE MOST CURRENT STATE SEDIMENT AND EROSiON CONTROL tviANU.iiL I THOSE AREAS UNDERGOI~JG ACTCAL CO~~STRUCTION WILL BE LEFT IN .t,N UNTREATED OR UNVEGETATED CONDITION FOR A MINIMUM TIME. AREAS :-~ I SHALL BE PERMANENTLY STABILIZED WITH Jr-..; 15 DAYS OF FINAL GRADING A~~D TEMPORARILY STABILIZED WiTHIN 30 DAYS OF INITIAL DISTURBANCE OF THE SOIL. IF THE DiSTL!R8A!'\CE !S WITHIN 1QO ;::EF OF A STREAM OR POND, ~HE AREA SHALL BE STABILIZED WITHir\ 7 DAYS OR PRIOR TO ANY STORM ~I? EVENT (THIS 'NOULD INCLUDE WETLANDS). f------~ " "~ 3. SEOJr.,.1EN' BARRIERS (SiLT FENCE, HAY BARRIERS, ETC.) SHOULD BE INSTALLED PRIOR TO ANY SOIL OISTURBA\ICE OF THE CONTRIBUTING DRAINAGE ---FLOW OVERLAPENDS ---FLOW AHEA ABOVE THEM. MULCH NETTiNG SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15% AFTER OCTOBER 1ST THE "L"o50'MIN.(SEECHARTI) I SAi'>'IE APPLiES FOR ALL SLOPES GREATER THAN 8%. r------+ PLAN VIEW 4. INSTALL SILT FENCE AT TOE OF SLOPE TO FILTER SILT FROM RUNOFF. SEE SILT FENCE DETAIL FOR PROPER INSTALLATION. SILTFENCE WILL REMAIN IN ~I ( PROVIDE CORI;ER ROUNDINGS 1 WI PLACE PER NOTE #5. lAS APPLICABLE FOR SITE -·y· ' u SPECIFIC CONDITIONS) rSIDEWALK z ;i (OR SHOULDER) w w ALL EROSIOI\ CmJTROL STRUCTURES WILL BE INSPECTED. REPLACED AND/OR REPAIRED EVERY 7 DAYS AND IMMEDIATELY FOLLOWING ANY OS' a: __J RAINFALL OR SNOWMELT OR WHEN NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION OR DECOMPOSURE. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER 13MAXIMUMSLOPE-~ AEC PREMIER STRAW WATTLE WOOD STAKE ~ ~ SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS UPSLOPE ARE STABILIZED BY TURF OR EQUAL 0 0 ------T '>i:r: : ~r;;;:_ I" ~~~)EFt\ ; ~ ~ ~TRAVELEDJ LJ.. u LJ.. w 6. ,\10 PROPOSED SLOPES, EITHER PERMANEI\-:- OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2:1). I ~ rn ~ rnte 7. IF FINAL SEEDING OF THE DISTURBED AREAS IS riOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST, USE TEMPORARY MULCH (DORMANT 1. \co~~~~~;~o~ ',c~~i, ,_\ \ I \ I '·· ~ ~ I WAY > SEEDING MAY BE ATTEMPTED AS WELL) TO PROTECT THE SITE Af\;0 DELAY SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD 3 ~' >-- :S, ~-gjLJ.. ~i STAKE WITHIN 2' OF ENOS u x· \ DRIVE a: a: 0 8. TEMPORARY SEEDI~G OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED SHALL BE COMPLETED"45 DAYS PRIOR TO THE FIRST KILLING FROST ~I ?"'•:> <. - l\'-. ' .: J w w k:. ~ ~ ':~ <:;I~' j w w rn TO PROTECT FROM SPRING RUNOFF PROBLEMS. ~I SLOPE !L !L ~ I~, s / SURFACE 0 UJ, a: > 9. REVEGETATION MEASURES WILL COMMENCE UPON COMPLE";ION OF CONSTRUCTION EXCEPT AS NOTED ABOVE. ALL DISTURBED AREAS NOT GRADE TO DRAik_/ j I ~- MIN - 4' O.C. TYP. w w rn, !L a: OTHERWISE STABILIZED 'INILL BE GRADED, SMOOTHED, AND PREPARED FOR FINAL SEEDING AS FOLLOWS: ' I'LA'!VlEW AWAYFROI•~'i ~~ \\ I ' > 0 PUBLIC ROADWAY \\ w w 9.1 SIX INCHES OF LOAM WILL BE SPREAD OVER DISTURBED AREAS AND SMOOTHED TO A UNIFORM SURFACE. CONSTRUCTION \ a: rn SEE EROSION CONTROL PLAN FOR FENCE ,1 GATES \. r-· D SITE SPECIFIC CONSTRUCTION PERIOD (AS APPLICABLE) I c >w 9.2 APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TESTING IS NOT FEASIBLE ON S~MLL OR VARIABLE SITES. OR WHERE TIMING STORMWATER MANAGEME"H REQUIREMENTS a: IS CRITICAL. FERTILIZER MAY BE APPLIEDATTHE RATE OF 800 LB PER ACRE OR 18.4 LB PER 1,000 SF USING 10-20-20 OR EQUIVALEI\JT. APPLY MAINTENANCE NOTES: 24' MIN. STAKE '.F ~~SO~IL~~~~f=- STABILIZED CONSTRUCTION GROUND LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) AT A RATE OF 3 TONS PER ACRE (138 LB PERI,OOO SF). FERTILIZER -1.-I~TSPE(t DEPTH IS ,\IQT TO BE USED ON PERIMETER SLOPES ADJACENT TO VVETLAND AREAS. . J El\ 7RANCE I ANTI-TRACKI\JG PAD 11.\10 ! CHART I o>~c~cocnc.o"'~"''""'"""~~"""w"c ~ SEDIMENT DISPOSAL A~EA WEEKLY OR. ~ ------,------L-EN_G_T_H_O_F_S_TO-,-!E_R_E_Q_U_IR--ED___ ·----II DET/\!l_ 9.3 FOLLOWING SEED BED PREPARATIO~J. DITCHES AND BACK SLOPES WILL BE SEEDED PER THE SPECIFICATIONS INDICATED ON SHEET C-10 AND AFTER EVERY MAJOR PAIN STOR.~·I EVENT 0 STA EXiSTING CAT Cr. BASh\J STRUCTUR.ES TO BE REMOVED SHALL BE PROTEC -EA.RTH'NORK AND EXC/WATIOI\ifFI:..L!tJG AS 1\ECESSARY TOE-IN METHODS PLR0Pl:CTTYE OF FENCl: SECTION VIEW -Co:'JSTRUc-;ON OF UTILITIES ISOMETRIC VIEVI/ PROFILE VIEW OF INSTALLED FILTER SACK -STABILIZE PERMANEl.JT LAWOJ AREAS .ll.:-.JD SLOPES WITH TEMPORARY SEEDING "INSTALU..TION OF INLET PROTECTION ON PROPOSED ON-SITE UTILITIES (AS SHOWN) 1------~------,------+------· --. ------~~--~~~~~~~~~~~~----~~----·~~~~~~~~,-~-1 -CONSTRUCTION OF BUILDI\JGS -CONSTRUCTION OF ALL CURBING AND LANDSCAPE ISLANDS AS INDICATED ON THE PLANS TYP, SILTATION FENCE DETAIL FILTER SACKS {GRATED INLETS) -INSTALL BINDER COURSE LAYER IN PARKING LOT N.T.S. i N.T.S -SPREAD TOPSOIL ON SLOPED AREAS AND SEED AND MULCH -FINAL GRADING OF ALL SLOPED AREAS w "':;] u 0: -PLACE 6" TOPSOIL ON SLOPES AFTER FINAL GRADING COMPLETED. FERTILIZE, SEED, AND MULCH SEED MIXTURE TO BE INSTALLED REQUIRED. u: 0 u. 0 0 .,_. -INSTALL TOPCOAT AND FINALIZE PAVIIIJG OF PARKING LOT "LANDSCAPING PER LANDSCAPING PLAN -REMOVE EROSIOI'\ CONTROLS AFTER THE CONSERVATION COMMISSION AND ENGINEER HAVE CERTIFIED THE SITE IS STABILIZED ,. < tiL --H: [~~-=~=C~O=M~P~L=IA:Nc~.E~C~H=E~C:K:=-=····==DA~T=E===<-j~------~-T-~-E~-T-YA--D-~-;-~-S-~-E-T______--1 l 84 srTF c:vD. ANTI CO'TfUl.TIN·<~ F'lGnFm-zr~<; CITY STATE STATUS DATE BY T ;>.ND S1."RYEY1NG PH.(.!·:;-R.Y~vi I\1/\_\-AGEMEXr L\ND::WA.FE ARCHITECT1~Rr. \ CONSTRUCT10NCH-ECK -----oATE- SlST'dNA~~~~:~~~~~~o::1""U~JPl~:~~:~~~;:c!: -rr~'-' 8 :'~~!~:~~~~~~~:CES 1 ·" AMESBURY MASSACHUSETTS DRAWN BY os/25116 BPB NEWENGlAND 0 LEHIGHVALLEY,PA 4- CENTRAL VIRGINIA ! ]l------+------t-----t---1 BOSTON, MA 0 SOUTHEASTERN, PA 4 RALEIGH NC ! CONSTRUCTION"CHECK ------oA~ . COUNTY PLAN CHECKED JAK NEW YORK METRO 0 REHOBOTH BEACH DE * CHARLOTTE, NC '--->======'-'======~ ESSEX NEW YORK, NY 4 BALTIMORE. MD $ TAMPA, FL NEW JERSEY Y SOUTHERN MARYLAND ? SOUTH FLORIDA I PROJECT No.: l AS-BUll T THE.~FORI.IATIO~. DESI;;N ~NO CON'HITCFT~·S t·~-.~ ,OR[ PROPRE"ARY_i\1\DSH~Ll -~O'~E CIJPIEOOR USEDFCRANYPCRPWEWTHCUTPRIORWRITTEN I W162000 1-S-IT_E_I_D______--,_P_L_A_N_D_E_S_C_R_I P-T-10-N------t--S-H_E_E,_T_N_O ______l__ ___ - ____[_ __ • ftUTT-iORIZA'f;O~ 'RO>: BOH.ER HIGINEERof./G ~NL v APPROVED, SIGNED MD SCAU'D P_;,NS ShAll BO UTiliZCD fOf( CONS"i~UCTION ~ORFOSES_ '-'======; • . :~~02~-~~:~~;~·~~~~~;s 1 SOIL ER~QSJON SOUTHBOROUGH,MA01772 CADID.#i 020-0121 CONTROL NOTES Phone (508) 480-9900 l W162000ss5.dwg C=9 www.BohlerEngineering.com ·- OF16 LANDSCAPE SCHEDULE N I'WF 11 "'~-- .. ---- ----·~--····· --r- ·- - ~------1 (/) f ~ ~ E Iiii Z· w z ~~ Q'' 2 w I , . 0.., 2 2 n:: 0 2 ~~ 0' 0 0 Jt{ 0, PROP. TREELINE 0 0 -- --~s~ ------11--, ·--:L-EX-G~Ro-,.-.S-,jJIMRoc~· j ------;~M_"_Cl\-:~Ka-~RRY- ~c~-lL::_Y_··_· __ ]·_·_··_- ;~~~;;.--~~- __ _ u. NAP~ LOT 4 lf;O 0:: aJ N/F WI/JS OF 0.. [ SECTION OF ,I CfJ DESCRIPTION REQUIRED PROPOSED ~I BYLAW I >w n::~ -----... -jii PARKlNG AREAS CONTAINING OVER 20 PARKING SPACES SHALL HAVE AT 7 7 0:: PROP. RESTORA.TION SEED-\ :I LEAST ONE SHADE TREE PER EIGHT [8) PARKING SPACES, SUCH TREES TO 1 AROG 3TOE " MiX OVER 6" NEW TOPSO:L \ I BE A MiNIMUM OF 21/2" IN DIAMETER AND LOCATED EITHER IN THE PARKING {TYP ALL AREAS i, iI ' AREA OR WITHIN TEN (10) FEET OF IT. PROXIMATE TO WETLANDS) I' SECTION "' i I VIII.G.16 5ARPG 51 SPACES I 8 TREES~ 6.4, OR 7 TREES ~~::==::-:-·':"". =---== .. ----'.,--.,,J, .-r·' I I 8.5% '' 2.) AT LEAST FIVE (5)% OF THE INTERIOR OF ANY PARKING AREA 2,915 SF INTERIOR LS -...-+--'. : i ! OVER 20 SPACES SHALL BE MAINTAINED WITH LANDSCAPING. 5% 33,966 SF PARKING AREA : ~ ! 1 EXCEPT FOR D~VE~AY~~TER~AL ;~~~;;;1;;;-~;~~W-A_Y_S_,P-LA-·ZA-S_O_R-1----+------·--· ...... ·--·---·--· ''' SEATING AREAS, A CONTINUOUS LANDSCAPED BUFFER, AT LEAST TEN (10) SECTION 10' 10' FEET WIDE, SHALL BE LOCATED WITHIN THE FRONT-YARD SETBACK TO XI C 8.12.C.1 VISUALLY SEPARATE PARKING, LOADING AND OTHER SUCH USES FORM THE r--i ro m PROP. HYDROSEED LAWN I PUBLIC WAY ! PROP. 3" LAYER OF UUU'OLt f OVER 6" NEW TOPSOIL 745 SF INTERIOR PROP. HYDROSEED LAWN :I SHREDDED HARDWOOD BARK {TYP.) LANDSCAPE AREA OVER 6" NEW TOPSOIL MULCH OVER WATER PERMEABLE (TYP) ALONG ALL PARKING AREAS, THE BUFFER STRIP SHALL BE PLANTED WITH A YES EXISTING VEGETATION WEED BARRIER FABRIC IN ALL 245 SF INTERIOR YEAR ROUND VEGETATIVE LANDSCAPE SCREENING FORMING i\ SOLID AND RETAINING WALL TO REMAIN PLANT BEDS (TYP.) LANDSCAPE AREA SCREEN AT LEAST 42 INCHES IN HEIGHT. ·-T---I -- SECTION EXPOSED STORAGE AREAS AND OTHER UNSIGHTLY USES SHALL BE 4 TOE XLC 8.12.C.5 SCREENED FROM VIEW FROM NEIGHBORING PROPERTIES YES YES MAP 79, LOT IJ AND STREETS USING DENSE, HARDY EVERGREEN PLANTINGS N/F W!tiS OF Cll'lfi/AGfTOWII ktl/f/IIETPL4CE llC 1--·---+---·------···---·---... 1 8/<.15788, PG.4J6 ALL LANDSCAPED AREAS SHALL BE PROPERLY MAINTAINED. SHRUBS OR 415 SF INTERIOR SI/OPPINC CENTEJ/ SECTION YES i YES LANDSCAPE AREA XLC 812.C.6 TREES WHICH DIE SHALL BE REPLACED WITHIN ONE GROWING SEASON PROP. RESTORATION SEED MIX OVER 6" NEW TOPSOIL (TYP. ALL AREAS PROXIMATE TO WETLANDS) 4' DIA. MULCH TREE PIT (TYP) APPROX IIWIITs-!---+-d"""tc OF RESTORATION SEED MIX 520 SF INTERIOR NAP~ LOT 9 LANDSCAPE AREA N/F WillS OF WCIV/?14 REAllY II1IJST PROP HYDROSEED LAWf\.: BK.J0/20, PG.485 OVER 6" ~JEW TOPSOIL G¢S SIAl/ON (TVP) t 3 JHBH 3 CA PROP. HYDROSEED LAWN PROP. HYDROSEED LAWN OVER 6" NEW TOPSOIL OVER 6" NEW TOPSOIL (TYP.) [TYP.) REQUIRED SIGHT DISTANCE LINE CONTRACTOR TO TRIM ANY OVERGROWN LANDSCAPING WITHIN THE PROPERTY TO ENSURE UNOBSTRUCTED SIGHT LINES -- ' ' . ' ... "' "'~ i 0 ----- ~.. _____ 51GS 41GS "' w f <{ 0 ...'--·· ./ .. THIS PLAN TO BE UTILIZED FOR ~-:-~·::.::~~·--·- ·-· ·-. LANDSCAPE PURPOSES ONLY .--~-. (/) ..J -~ ----· ------·-~~~------·----·------.. REFER LANDSCAPE ~OTES & 0::~ 0.. 0.. DETAILS SHEET FOJR LANDSCAPE <{ ~O'.rES AND DETAILS z (PUBLIC- 80' WIDE- 1928 LAYOUT NO. 2503) :s 0.. ASPHALT ROADWAY 20 10 5 0~~~~~~20. 1'""1 JtJA ,. -(.-.::. --.~ .f"1!J m'( t-211H: I 7 tf?A! ~it_ 1''= 20' ...... _ -· ·------· ...... ______·-----~--·------1 E STREET ADDRESS 84 MACY STREET STATE STATUS DATE BY 1------'------· MASSACHUSETTS DRAWN BY: 08125116 BPS UPSTATE NEW YORK 0 Pl1lLADELPHIA PA -1> NORTHERN './IRGi~~IA NEW E~JGLAND ¢ LEHIGH VALLEY. PI\ ¥ CENTRAL VIRGINIA BOSTON !1J1A >b SOUTHEASTERN P.A & RALEIGH, NC COUNTY PLAN CHECKED ~+-JAK _ NEW YORK METRO 1? REHOBOTH aEACH, DE 41' CHARLOTTE. NC ,·-- NEWYORK NY # 81\L T!MORE MD 4t TAMPA FL ESSEX AS-BUlLT I NEW JERSEY -4 SOUrHERN MARYLAND y. SOUTH FLORIDA PROJECT No.: 1 ___ .. ______- ...... ,. ·-·---- .. .L..... _ ' rlo INWRMI..-!ON DESIGN ~.ND CO'ITENT CIT~IrS PL'I.'I ~RE PR0~1E: IAR"I ANU SHAL'. ~('T B~ COPIED OR USED FOR ANY PUflPOSE "liiTl-IOLJT PR'OR \V;u-TTE'l SHEET NO. AUTHOR'V.TlON CRGM BCH.tR ENG>NOFRING t)~: Y ~PP~C\'ED SIG;'ED ,\ND SE/\1.EC PLJ>A"S S•t'lL ~E UT'L.ZEC FCR GONSTK~CTI"JN PUR?OSES. W16~0~0. ~---·-J SITE I D PLAN DESCRIPTION tJ ~CHCR ~NGINEE~.~G. ~'0!6. 1•117 :W1 R 352 TURNPIKE ROAD Know what's below. SOUTHBOROUGH, MA 01772 CAD I D.#: 020~0121 LANDSCAPE before Jllli dig. Phone (508) l!S0-9900 W162000ss5.dwg Call www.BohlerEngineering.com PLAN OF16 NOTES i 1.) NO SOIL OR MULCH SHALL BE PLft.CED AGA!NST ROOT COLLAR OF PL.t..NT 2.) REMOVE ALL NON-BIODEGRADABLE MATERIAL AND ROPE FROM TRUNK & TOP OF ROUT BALL. FCLD BURlAP BACK 1:3 FROM ROOT BALL m· ro 0 ml co LANDSCAPE SPECIFICATl'ONS > (L [l_ 3.) PLANTING DEPTH SHALL BE THE SAME AS GROV'.'N :r~ NURSERY al " 0..1 Q. () !l)i co 1. SCOPE OF WORK 4.) THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PRCPARED SOiL SEVERAL Tllv1ES Dt.JRir~G -~HE FIRS I /,.iONTH "' ao D. .-'ILL LA, INN AREAS AR.E TO BC: CULTIVATED '0 A DC Pi H OF SIX 1!'-:CI-IES (6"). AL!.. DEBRIS EXPOSED FROM EXCAVATION /'NO CULTIVATION SHALL BE DISPOSEJ OF II~ ACCORDANCE WITH ' THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING. FINISHED GRADING, SOIL PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AiliD MULCHING AFTER PLANTiNG AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS ' GENEHAL WORK PROCEDURES SECT.:QN ABOVE. THE FOLLO\o\IING SI-'ALL tlE: TILLClJ INTOli"!E TOP FOUR 11\CHES (4" j IN TNO DIRECTIONS. EXCEP""'"IN '_AWN AREAS PROXilviATE TO THE ' . i_ INCLUDING ALL LA.BOR. MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR I 5.) THE BOTTOM OF PLANTiNG PIT EXCAVATiONS SHOULD BE ROUGH TO AVOID OF SOIL LAYERS .'\S ' ' WETLANDS (QUANTifiES BASED ON A 1.000 SQUARE FOOT AREA· FOR BiD PURPOSES 0"-1~ Y [SEE SPCCif':CAriO"J 6.A]) MATTit~G ~~~~~-~---~-+-~r--:---i ~ I. POUNDS "GRO-POWER' OR APPROVED SOIL CONDIT!ONERIFERTILIZER NEW SOIL IS ADDED IT !S PREFERABLE TO TILL THE FIRST LIFT (2 TO 3 !N.) OF PLANmiG SOIL .NTO 1"1-iE SUBSOiL. 2. MATERIALS 20 : I , ! A. GENERAl- ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION'S SPECiFICATIONS II. 20 POJNDS NITRO-FORivl (COURSEj 38-0·0 BLUE CHIP OR ~.PPROVED NITROGEN FERTILIZER 6.) SUBSTiTUTE !l.RBORT!E STAKiNG SYSTEM 'NHEN SPECIFIED ' I B. TOPSOIL- NATURAL, FR!ABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTEt-.•T NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN E. THE SPREADING OF TOPSOIL SHA~L NOT BE CONlJUCrED 'J'JDER MU0D"Y OR FROZEN CONDITIONS ONE INCH (1"), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS ,11,1/Q~lJ PURCHASING TREES WITH TWO LEADERS ~ g PLANTING ~ I ~ A. INSOFAR THAT IT IS FEASIBLE, PLA~!T MATERI!I.L SHALL BE ?LAN'EO 0:11 "!"ClE JAY OF DELIVERY. IN THE EVE:NllHAl n· •S IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHAt..L PROTECT OR REMOVE CNE AT PLAJ~l"!NG: OTHERWISE. DO C. U\WN -ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM 6" THICK LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCA~ ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN - if; UN INSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPL~.NTED FOR LONGER THAN A 7HREE DAY PER!OD DELIVERY. PLANTS THAT INILL NOT 3E PLANTED FOR PERiOD OF NOT ?RUI'lE TREE AT PLANTING l:XCEPT f-OR (fJ ACCORDANCE WiTH THE PERMA:-.IENT STABILIZATION METHODS INDICATED ON LANDSCAPE PLA.N AFTER A __J 'N N TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WiTH TOPSOIL OR MULCH TO '1ELP PRESERVE ROOT MO:STURE __J I. LA.WN SEED MIXTURE SHALL BE FRESH. CLEAN NEW CROP SEED SPECII!C STRUCTURAL CORRECTIONS I "' 0 zf- z~ II SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASEIPEST FREE WITH A UNIFORM THICKNESS SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO REINFORCED RUBBER HOSE (112' DIA. BLACK) (i 0 w B PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHI~J THE PLANTING SEASON WHEN WEATrli:R AN[' SOl,_ CONDJT:Qt;SARE SUITA8L<: AND IN ACCORDANCE WllH ACCEPl ED i w w HOLD SOD IN PLACE. SET ROOT B.!\.LL FLUSH rD GRADE OR SEVERAL (/) ! LOCAL PRACTICE PLANTS SHALL NOT BE :NSTALLED IN T'JPSOlL THAT IS IN A I•AUDDY OR F-ROZEN CONDITION w 2 2 INCHES H:GHER IN POORLY DRAINING SOILS f 0 ~ ~ 2 2 0 MULCH· ALL PLANTING BEDS SHALL BE MULCHED WITH A _r THICK LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN FOLD BURLAP AWAY FROM TOP OF ROOT BALL Z; z I 0 0:: C. ANY :NJL.:RED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKO: W:AN-CUTENDS PRIOR TO P'_ANTNG IJTILIZiNG CL~AN SHARP :QOLS OI~LY INJURED OR DISEASE.D BRANCHING SHALL BE w 0 AND/OR DETAILS w wl 0:: w 8: 0 REMOVED. 12 GUAGE GALVANIZED WIRE GUYS T\NISTED 2 0:: "'-" BU!L T·UP EARTH SAUCER 2 w ajl aJ E. FERTILIZER lL Q_ D. ALL PLANTI~G CONTAINERS, BASKETS AND NON-BIODEGRP..DABLE MJ\TERIALS SHALL BE REiviOV:::D FR.OM ROOT BALLS DURihG PLArniNG 1\ATlRAL F'"IBER BURLAP lviUST BE CUT F'"ROM 0 ~ ~ I. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD B!I.GS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER ;:: w __J AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALl. PRIOR TO BACKFILUNG. 2" OIA. HARDWOOD STAKES 2/3 fREE HT. 3 0 z 0 FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 3" DOL:BLE: SHHEDDED HARDWOOD BARK MULCH __J f z PER TREE z lL 0 f- II. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN 5% PHOSPHORUS AND 4% POTASSIUM BY iNEIGHT A FERT:LilER SHOULD NOT BE SEL:OCTED {UNLESS OTHERWiSE SPECIFIED) {DO NOT Plfl.CE 0 lL 81 w z <( WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY E POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLP..NSAND SECURE THI: APFROVAL Or IrE LANJSCAPE ARChiTECT PRIOR TO EXCAVA-:-1.\jG PITS, MAKING w z w NECESSARY ADJUSTMENTS AS DIRECTED Ml.E.CH IN CmJTACT W:TH TREE TRUNK) f- s' Q_ XooMINIMUM W!OTH OF PREPARED SOIL ti: (fJ"'' wl (fJ ~- 2 ~ F. PLANT MATERIAL FOR TREES. 0:: 2 2 f-. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, 1 HE PROPOSCD LANDSCAPE, AS SMOW-'' at' TC'E APPf''OVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED A~D >-' :>! 0:: I. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK'" (ANSI Z60.1j, LATEST EDITION, AS PUBLISHED BY THE 0 f-· 0 GS AMERICAN NURSERY & LANDSCAPE ASSOCIATION (FORMERLY THE AMERICAN ASSOCIATION OF NURSERYMEN). APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL TA.KE INTO ACCOUNT SEASON.AL CQNSIDERA -IONS ~N THIS REGARD AS FOLLO'NS THE PLANTING OF TKEES. SHRUBS, LANDSCAPE FABRIC AS SPECIFIED (fJ 0 8 ' 6' ; ti!i lL o, 0:: 0:: II. IN ALL CASES. BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANT:NG S:OASONS PREPARED SOIL FOR TREES SPACING PER PLANT LiST I w 0 z !-----) I O::i 0 0::::\ w (.9 0:: Ill. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE PLA.NT 0:" EACH SPECIES FOR VERIFICATION PURPOSES DURING I. PL/I.NTS. MARCH 15 TO DECEMBER 15 1 PART PE.II.T MOSS - ~~- ~-~- -~-~------0 0:: Wi w > w II. LAWN M.A.RCH 15 TO JUNE 15 OR SE"T. 1 TO DECEMBER 1 NATIVE SOIL w w! w U5 w THE FINAL INSPECTION 1 PART COW MANURE Q_ (fJ > ii" w IV. TREES WITH ABRASION OF THE BARK. SUN SCALDS, DISFIGURATION OR i'RESH CUTS OF LIMBS OVER 1!.' WHICH HAVE NOT BEEN COMPLETELY CALLUSED. SHALL BE REJECTED 0. 3 PARTS TOPSOIL ii" __J 0, PLANTINGS REQUIRED FOR.Il., CERTIFICATE OF OCCUPANCY ShAL:.. BE FROVIDED DURING ~HE NEXT APPROPRif..TE SEAS )i'J AT "d"'E MUNICIPALITY S DISCRET:ON. CONTRII.CTOR SHOULD 0 > PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES __J __J 0:: (RECOM11.·1ENDATION Of~LY. SEE SOIL MOO. CHART) w w 0::. V. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY JI.ND SHALL HAVE A NORMAL HABIT OF GROWTH WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGQRQl;S ROOT CONTACT APPROViNG AGENCY FOR POTENT:AL SUBSTITUTIONS (fJ 0:: __J w ffil 2 [l_ SYSTEMS AND BE FREE OF DISEASE, INSECTS. PESTS, EGGS OR LARVAE. 2 ~: G. Ft;RTHE::RMORE. THE FOLLOVViNG TREE \IARIET!ES ARE Ut>;USUALLY SUSCEP""'"I3i.E TO WINTER DAI·.·1AGE:. 1NITH TRANSF~ANT Si"'-OCK AND THE SEASONAL LA.CK OF NITROGEN AVAILABILITY. TbE > 0:: 0 VI. CALIPER MEASUREMENTS OF NURSERY GROWN TRC:ES SHALL BE TAKEN AT A POINT ON THE TRUNK FOUR FEET (4') ABOVE THE NATURAL GRADE FOR TREES UP TOANO INCLUDING A w ~I 0:: o· RISK OF PLJI.NT DEATH IS GREATLY INCREASED. IT IS 1\iOT RECOMMENDED THAT:rlESE SPECI!:S BE PLAI\TED DIJRII~G H t. FA~L C'LA:-JT-NG S~SON UNDiSTURBED SUBGRADE w. w w FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT FOUR FEET (4') ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 0:: w Q_ w (fJ .A.CER RUB~:Jivl PLATANUS X ACERIFOLIA (fJ' 4.5' ABOVE THE NATURAL GRADE. ALL PLANH~G CONT.I\ir~ERS. BASKETS AND ~I Q_ BETULA. VAR'ETIES POPULUS VARIETIES 0 > Vii. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB. AND NOH-BIODEGR.ADABLE MATERI.t..LS S'lALL ~~ 0 >: w CARPINUS VARIEHS PRUNUS VARIETIES w W! NOTTO THE LONGEST BRANCH DIG WIDE, SHALLOW HOLE a::! w (fJ 0::. 0:: CRATAEGUS \1.1\.RiETIES PYRUS VARit:TitS BE REi·JiOVI:::J FROM ROOT BAU ... S (fJ VIII. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BAL.L vVITH TArolPED S:DES KOELRi:UTERIA QUERCUS VARIETIES I >W, SET ROO I 8ALL O~J UNDISTURBED >w 3. GENERAL WORK PROCEDURES LIQUIDAMBAR STYRACIFLUA TIUA TOMENTOSP. TAMP SOIL SOLIDLY AROUND BASE OF a-:: LIRIODENDRON TULIPIFERA Z!:LKOVA 1/ARIET!ES SOIL IN BOTTOM OF HOLE 0:: A CONTRACTOR TO UTILIZE WORKMANLiKE iNDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH ROOT BALL WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED. STOCKPILED OR DISPOSED OF H PLANTING PiTS S:-iALL BE DUG WITH LEVEL BOTTOMS, WITH THE i•VICTY W/ICE "THE DIAMETER OF ROOT 81\LL THE 'l.::Y.}T BilLL SHALL F1EST ON LJ~:DISTURBED GRAVE. EACH PLANT PIT SHALL I B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED. INCLUDING ORGANIC MATERIALS. BUT SH/I.LL BE BE BACKFILLED IN LAYERS WITH THE FOLLOWiNG PREDA.REC SOIL MIXED THOROUGHLY: REMOVED COMPLETELY FROM THE SITE I. 1 PART PEAT MOSS II. 1 PART COMPOSTED COW J\,W~URE BY VOLUME TREE PLANTING DETAIL SHRUB/GROUNDCOVER DETAIL I 4. SITE PREPARATIONS Ill. 3 PAR";-S TOPSOIL BY VOLUME IV 21 GRAMS "AGRIFORM' PLANTING TABLi:TS (OR Ai>PRO"JED EQLJA~) /1S FOLLOWS A. BEFORE AND DURING PRELIMINARY GRADING AND FiNISHED GRADING. ALL WEEDS AND GRASSES SHALL BE DUG OUT BY T'iE ROOTS AND DISPOSEU OF IN ACCORDANCE WiTH GENERAL 1------i-N_.r_.s_.-+------..l...-N_.T_.s_.-f~ I WORK PROCEDURES OUTLINED HEREIN A\ 2 TABLETS PER 1 GALLON PJ\NT B) 31 ABLETS P;:R 5 GALLO\! P~A\JT C) 4 TABLETS PfR 15 GALLON PLANT I B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHA~L BE CUT OFF AT THE BRANCH COLLAR i : : i CONTRACTOR SHALL ENSURE THAT CLJTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK W"ITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROIJN!:J D) '.ARGER PLil.NTS 2 -~ABLE;S PER/,' CAL:PER OF TRUNK. ----r-·-~~--~~- T-·~··- .. THE REMAiNDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE ASA RESULT OF CONSTRUCTION. ROOTS --- FOR. CONTA~NER--3RDWN SHRUBS. PU.NT I. FILi... PREPARED SOL AROUND BAa OF PLANT HALF-WAY AI>ID INSERT PLANT TABLETS COMPLETE BACKFIL~ M~O WATf-R TJ-iOROLJGH~ Y SHf-LL BE TRM~SPLANTED A""': T~E SAME GRADE SHALL NOT BE LEFT EX?OSED ~='OR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE. ro "' AS iN THE COtnA;NfR REMOVE THE ALL PLANTS SHA~L BE PLANTED SO THAT THE TOP OF TJ-iE ROOT BALl .. , TH:O POiNT i>.T 1/\'HICH T~f: FLARE BEGINS IS SET AT GROUND LEVEL At\D IN THE CENTER Of THE PI; NO SO!L S C CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO I;.JSTALLATION OF ANY LANDSCAPE MATERiAL UTILITY COMPANIES J. '\001" CONTA:NER. US[ ::INGER OR SMALL H,4NO TO BE PU..CED OLRECTL YON TOP OF THE ROOT BAcL SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGIN 'liNG OF WORK TOOLS TO PULL Tr!E ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THI:]~ CUT OR 5. TREE PROTECTION K. ALL PROPOSED TREES DiRECTLY ADJACENT TO V':ALK'.",lAYS OR DR'VE'IVAYS ShAL~ BE PRUt-iED ANJ \~AI\lTAiNED TO .r\ ··,\E~IMUM BRA~CHI'IIG '1EIGHT OFT FROM GRADE PLANT SHALL BE PLANTED SO THAT THE PULL APART 1\NY ROOTS THAT CRCLE THE A. CONTRACTORSHAL~ BE RESPONSIBLE FOR THE PROTECTION OF ALL i:XISTING TREES TO REMAIN A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE DRAT THE LIMIT POINT AT WHICH THE ROOT FLARE OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIREAr•,10RE STRICT TREE PROTECTION ZONE SHALL BE HONORED. L. GROUND COVER AREAS SHA~L RECEIVE A-;.;· LAYER OF :-JUMUS Ri>.KEC IY:-0 THE TOP 1" OF PRE?ARED SOIL PRiOR ''C c'Jl·\I..,.ING. All. GROUND COVER AREfl.S S~ALL BE 1NEEDED AND BEGINS IS SET LEVEL WITH GRADE. CUT PERif,·iETER Gr' THE CONTAiNER. TREATED WITH A PRE-EMERGENT CHEMICAL AS PER MANUFACTURER'S RECOII'i)AE~W.A.TION AND REMOVE BURLAP FROM TOP B. A FORTY-EIGHT INCH (48"') HIGH WOODEN SNOW FENCC: OR ORANGE COLORED HiGH-DENSITY 'VISI-FENCE', OR APPROVED EQUAL MOUNTE::D ON STEEL POSTS SHALL BE PLACED ALONG ONE-THIRD OF ROOT BALL AS SHOWN THE BOUNDARY OF THE TREE PROTECTION ZONE POSTS SHALL BE i...OCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL M. NO PLANT EXCEPT GROUND COVERS GRASSES OR VINES. SHALL BE PLA~r:E.D LESS ""'"HAN WID FEEr (2') FROM EXIST NG STRUCURES AND SIDEWALKS ;- 3"' COL'BLE-SH~~EDOE:J HARDWOOD BARK N. ALL PLANTING AREAS AND PLANTING PITS SHP.LL BE MULCHED AS SPECIFIED HER<::IN TO FILL THE ENTIRC: BED AREA C'\ SAUCER. NO MULCH !S ;o TOUCH THE TRUNK OF THE TREE OR PLANTir~G M'X: C. WHEN THE TREE PROTECTION FENCING HAS BEEN iNSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER 111ULCI-l (DC NOT PUT i'11ULCH .i'..GA NST THE CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTIOJ'.: ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTiON SHRUB. 1 PART PEAT MOSS Bl1SE OF !HE Pl.J.NT) ACTIVI;¥ HAS BEEN COMPLETED. 1 PART COW MANURE 0 ALL PLANTING AREAS SHALL BE WATERED IMMEDIATE::LY UPON INSTt.U..!ITION IN JICCORDANCE 'NITH THE WJI.TERING S"'EC!FICATIO,'jS AS LISTED H:::REIN. 3 PARTS TOPSOIL I D. AT NO TllviE SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED. STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE L/\NDSCA.PE FABPK AS SPE~IF!ED 1D. TRANSP:.ANH•G ('NHE,\J REQUIRED) (SEE SOIL MODIFICATION CHART} 6. SOIL MODIFICATIONS A ALL TRJINSPLAN"IS SHALL BE DiJG \NITH INTAC""i ROOf BA:..LS CAPABLE: OF SUSTA!N!NG iHC'. PLANT A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF TH::O SITE PRIOR TO CONDUCTING ArN PLANTING. SOIL TESTS SHALL BE PERFORi·~ED BY A CERTIFiED SOIL LABORATORY B. IF PLANTS ARE TO BE STOCKPILED BE~'ORE REPL~JmNG, THEY SHAL~ 8:': HEA.l.:CD IN 1NIT~ MULCH OR SOIL, ADEQU\'E:LY 'NA! E:RED NJO PROTECTED FROM EXTREI,~E HE.I\T, SU~ AND ~liND B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. SOiL MODIFICATIONS, AS SPECIFIED /-· F!i,j"SHED GRI>.DE HEREiN, MAY NEED TO BE CONDUCTED BY TI-'.E LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS C. PLANTS SHALL NOT BE DUG FOR T~;,jSPLANTING BET"•NEEN APRIL 1G AND JUNE 30 / C THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE D. UPON REPLANTING, BACKFILL SOIL SHALL BE AlviENDED VW>l FE"TI\.IZERAND ROOT GRO\HH HORMONE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY ~--·-· ?L,O.CE ShRt)B ON FIRM SOIL !N BOTTOM 0~ HOLE. I. TO INCREASE A SANOY SOIL'S ABILITY TO RETAIN WATEH AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12:" USE: COMPOSTED BARK, COM POSTED LEAF MULCH E TRANSPLANTS SHALL 3E GUARANTEED FOR THE '-ENGTH OF ~HE GUi\RANEE PERIOD SPECIFIED H:::RE'~ OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSED TOA DARK CO~OR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL W:TH A PH UNDiSTURBED SUBGR.i\DE HIGHER THAN 7.5 F. IF TRANSPLANTS Q;E, SH~UBS AND TREES LESS THAN SIX INCHES :6"1 08H SHilL~ BE REp:_I\.CED IN KiND -:-REES GKE.~TER THAN SIX 'NOiES (6"') DBH MAY Bt RC:QUIRED TO BE RE~LACED IN II. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND:"ORAGRICULTIJRAL GYPS:JM ACCORDANCE WITH THE MUNICIPALITY"S TREE REPLA.CEiviEW GUID!:LINES BEFORE PLANTING. ADD 3" TO 4' OF COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL ri'11X. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO 11. WATERING WELL-COMPOSTED LEAVES AND INCREASE DRAINAGE 1./·.'HCf\1 AP?ROPR!A"fE. ~'LANT MULrP!...E A. NE'N PLANTiNGS OR LAWN fl.REAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMr,IED!ATEL Y AFTER PLANTI~JG WF.~ER SHALL BE AP~:..EJ 10 EACH TREE AND SHRUB lfJ SUCH MANN:ORAS RECYCLED YARD WASTE TO BED Ill. MODIFY EXTREMELY SANOY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATIER ANOIOR DRY. SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX SHRUBS I~J COI·JTI~jUOIJS PLANTihJG HOLE. NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATUR4 TED. "1'•/ATERING SI-:ALL COl\ T:NUE AT LEAST UNTIL PLANTS ARE AND TILL INTO TOP 6" OF PREPARED ESTABLISHE::1 7. FINISHED GRADING SOIL A. UNLESS OTHERWISE CONTRACTED. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSiBLE FOR THE INSTi>.LLATIOt\ OF TOPSOIL AND THE ESTABLISHI•/IENT OF FINE-GRADING WITHIN THE DISTURBANCE AREA OF THE SITE B. SITE OWNER SHAL~ PROViDE WATER IF AVAILABLE ON SITE AT Tlfi'IE OF PLAN1 1NG I~ WATER IS NOT AVAILABLE ON SI-:-E, CONTRACTOR SHALL SUP"'LY ALL \IECESSARY '/\IATI:R THE USi: 0~ WATERING BAGS IS RC:COMMENOED FOR ALL NEWLY PLANTED TREES z f B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR :NSTALLATION OF TOPSOIL HAS BEEN ESTAB<..ISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE 0 w LESS THE REQUIRED TOPSOIL THICKNESS (1"±). C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PL.Il.IJT MA:ER1AL. BUT ANY ~AI:..URE OFT HE SYSTEM DOES tlOT '::LI:viiNATETHE SOIL SURFACE ROUGHEN tO TO w CONTRACTUR"S RESPONSIBILITY OF MAINTAINING THE DESIRED I.,.IOISTURE LEVEL FOR VIGOROUS, HEALTHY GRO\rVTH 0 0:: BIND WITH NEW SOIL w f C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TOA SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHiN THIS SET OF 0:: (fJ 12. GUARA~JTC:E CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY TrlE PROJECT ENGINEER OR LANDSCAPE ARCHITECT f z A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL "l.ANTS FOR A PERIOD OF 1YEAR FRQI.A APPRDVA~ OF LANDS·::APE "NSTALLI\TION BY THE APPROVING AGENCY CONTRACTOR SHALL (fJ D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING B2DS STANDING W"ATER SHALL NOT BE SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF T'-1~ VA:..UE OF THE Li>.NDSCAPE INSTALLriON 'oiirliCH WILL BE ,'\ELEASED A': THE CO~ICLUS"ON 01' THE <( ~ PERMITTED IN PU\NTING BEDS GUARANTEE PERIOD AND WHEN A FINAL INSPECTiQtJ HP.S BEEN COMPLETED A.\ID APPROVED BY THE 01/Vi':ER OR AUTHORIZED REPR:CSI::)JTAIWE w z I <>: 8. ANY DEAD OR DYING PLANT :11ATERIAL SHALL BE REPLACED FOR Tr!E LENGTH OF THE GUARANTEE PERIOD. RI:P;JI.CE:;·.;H:I'iT OF PLANT lviATERIAL SHALL BE CON:JUCTED AT THE FIRST f 0 8. TOPSOIUNG oe SUCCEEDING ::>LiiNTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF-SITE. WITHOUT EXCEPTION. SHRUB PLANTING DETAIL 0 A CONTRACTOR SHALL PROVIDE A.[ THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE 0"- CLIENT, IN ALL PLANTING AREAS. TOPSO!LSHOULD BE SPREAD 0 a> OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS NTS z C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRI\CTOR DURING CONSTRUCTIO~ ,/l.ND THROUGHOUTTf'E 9(' 'JAY 1·.·1AINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVAT:ON, "' B ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED. STORED AND WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS 1\JECESSARY TO KEEP PLANT r·.-1A·ER"AL IN GOOD CONDITION Ar-.D FREE OF INSECTS AND DISEASE PROTECTED PRIOR TO CONSTRUCTION PS D. LAWNS SHALL BE MAINTAINED THROUGH WATERING. FERTILiZING, "l'"ii"Et:DING, MOWI"lG, TR!MMING AI\:D OTHER OPERATIONS SL.,CHAS ROLING, REGARDING AND REPLANTING AS REQUIRED TO ESlABUSH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS C. NOT USED 13. CLEANUP A. UPON THE COMPLETION OF ALL J\NDSCAPE INST ALLATIOI~ AND BEFORE THE FI~J/\L ACCEPTANCE, >>1E CONTRACTO.R SHALL REMOVE ALL UNt.;SED MATERIALS. EOUIPiviENl ANJ DEBRIS f'ROM THE SITE ALL PAVED A.'~EAS ARE TO BE CLEANED B. THE SITE SHALL BE CLEI\NED AND LEFT IN A NEAT AND i 14. MAINTEt\'A_NC§...ffii: TERNATiV!: BID): .A SO DAY MAINEI\"ANCE PERICD SHALL COMMENCE AT THE END OF ALL LA"'DSC:A?E INSTALLATIQN OPERA-;-IONS. ;:1E \?'.DAY MAINTE'lJI.NCE PERIOD E~lSURESTO~HE O'M~E"/OPERATOR "!"HP,T THE NEWLY INSTALLED LAt-.'DSCJIPING HAS BEEN MAIN"!" AI NED AS SPECIFIED ON ""'"HE APPROVED LANDSCAPE PLAN. ONC' THE INITIAL SO DAY MAINTENANCE PERIOD HAS EXPIRED. THE C.NVNERIQPCRA TOR MAY REQUEST THfi.T BIDDERS S:JBMIT AN JI.L TERt-I f.. n:. MAIN"I Ef\A:1CI: B!D FOR AMONTf"'L Y MAINTEt\"P, 'JCE CONTRACT. THE ALTERNATE lviA:NTENANCE CO!\ TRACT \'v"ILL ENCOMPASS ANY WORK THAT :S CONSIDEREDAPPROPRiAI E 10 ENSUF
HYDROSEED SPECIFICATIONS RESTORATION SEED MIX
~ - -~-~-- ~--~~ ~~~-~-l ,.. -----~------~----~-- z.0 . ·- ·-··---··--· STREET ADDRESS COMPLIANCE CHECK DATE I __ ...;! , 84 MACY STREET ------:":'"";"~~-;-::-:-77":":::"':'':":;"':;";"::7'"-:-:".,-;::-7';"7."~-:------I S1; F CC\'Jl. ~\~Tl CO::'\~l'I,TI'-rC ~;i'\CI:"Tli.RIN"C j ·····--··-·----~------~---- CITY STATE T' \ '\!Tl SFR\'E\"INC l-'FJ)(;R.\NI ~. L\'\" .. \Cb\.lL\''1 L/lJ'\D23C:..i\F'E i\RCHlTE( !TUFE L CONSTRUCTION CHECK DATE ~1'STAr:'i:'"\RlT·: TIF~1(~~,_;' PFT..:,-,HTl"l'
7HE llY"fORM~TION. DES!GN 'N') CO'flPH c;o FHIS DL~'l 1\RE F.
\ LIGHTING NOTES: g.:__ ___ ' \ \ 1. TH•S LiG>-lT:NG PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTU~ER(S). ACTUAL SUSTAiNED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAiRES MAY VARY DUE TO \ VARIATiONS iN INEATHER. ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LiFE OF EQUIPMENT AND LUMINAIRES AND N \ OTHER RELATED VARiABLE FiELD CONDITIONS 2 THE LIGHT L.JSS FACTORS USED IN THESE liGHTING CALCULATIONS ARE 0.90 FOR ALL LED LUMINAIRES, 0.80 FOR ALL HIGH ' PRESSURE SOD:UM LUMiNAIRES OR 0.72 FOR ALL METAL HALIDE LUMINAIRES UNLESS OTHERWISE SPECIFIED. THESE FACTORS ARE \ INDICAT·VE OF TYP:CAL LIGMTING INDUSTRY MODELING STANDARDS I 3 THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THiS PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE _, i f\T ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED_ THE VALUES DEPICTED ON THIS PLAN ARE IN FOOTCANDLES. 4 TME LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAiNED TO ENSURE THAT THEY FUNCTION PROPERLY. ~ I THiS WORK SHOULD INCLUDE, BUT NOT BE LIMITED TO, FREQUENT VISUAL INSPECTIONS, CLEANING OF LENSES, AND RELAMPING (IF UJ PROP. TRE:ELINE 0 IMP 79, l!JT 4 I I NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. FAILURE TO FOLLOW THE ABOVE STEPS COULD CAUSE THE LUM:NARIES, z 11/F IAI!IfJS OF APPROX. LIMITS f LM;1PS AND LENSES TO FAIL PROPERLY TO FUNCTION. UJ CHF/ISTOPIIBI [ YOIJNC OF RESTORATION ' ~ SEED MIX / UJ /JIU6667, PCA89 5 WHERE APPLiCABLE. THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF Nl APPROXIMATION UTILiZING LL WOO/JWORKING LABORATORY DATA FOR SIMILAR FIXTURES. UNLESS ACTUAL FIELD MEPSUREMENTS ARE TAKEN WITH A LIGHT METER AND ARE, z / 0 CONSEQUENTLY, APPROX:MATIONS ONLY. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER 0 s I CONDITIONS, ETC, ACTUAL LIGHT LEVELS MAY DIFFER. EXiSTING LIGHT LEVELS DEPiCTED ON THIS PlAN SHOULD BE CONSIDERED ii.PPROXIMATE ~ 0.0 / 5 I 6 THIS LIGHTING PLAN IS iNTENDED TO SHOW THE LOCAT:ONS AND TYPE OF LUMINAIRES, ONLY POWER SYSTEM, CONDUITS. \'\fiRING, Ul ;. VOLTAGES AND OTHER ELECTRiCAL COMPONENTS ARC THE RESPONSIBILITY OF THE ARCHITECT, t·IIEP ANDIOR LIGHTING nc ~I CONTRACTOR, AS iNDiCATED iN THE CONSTRUCTION CONTRACT DOCUMENTS. THESE :TEMS MUST BE iNSTALLED AS REQU:RED BY LU! 1 I STATE AND LOCAL REGULATIONS. LIGHT POLE BASES ARE THE RESPONSIBILITY OF THE STRUCTURAL ENG:NEER, AS INDICATED IN w' I THE CONSTRUCTION CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR INSTALLING LIGHTING FIXTURES AND a. APPURTENANCES iN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES nc REGULATIONS, LAWS AND STATUTES. w ---1 a. 1~ 0 I 7 CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ANY LIGHT LOCATIONS w I / THAT CONFLICT W!TH DRAINAGE, UTILITIES, OR OTHER STRUCTURES. ([)
•1 / [ii 8. IT IS LIGHTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROJECT ARCHiTECT OR OWNER REGARDING THE ~ ~ ~ POWER SOURCE(S) FROM WITHIN THE BUILDING, AND TIMiNG DEVICES NECESSARY iO MEET THE DESIG~J !NTENT. 1.8 3.6 / 0.0 0.0 0.0 / 9. THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN iHE SITE PLAN, !NCLUDING BUT NOT LIM:TED TO, GENERAL NOTES, GRADING AND UTILITY NOTES. SITE SAFETY, AND ALL GQVERNMENT.II.L RULES, / LA'NS. ORDINANCES, REGULATIONS AND THE LIKE.
10 THE CONTR.t..CTOR MUST VERIFY THAT INSTALLATION OF LIGHTiNG FIXTURES COMPLIES WITH THE REQUIREMENTS FOR SEPARATION .. FROM OVERHEAD ELECTRICAL WIRES PER STATE REGULATIONS. --- ~ ;:: ~~~.~I~ Ln en -- m· r;:::1 a ~4 11 WHEN A BANI\ ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN REPRESENTS BOHLER'S UNDERSTANDING AND iNTERPRETATION ..- ~ ~~ ..- N N I OF THE REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED STANDARDS. illl m - N! CQ: ~ 01 i ' ' I 12 UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT. THE OWNER SHALL BE RESPONSIBLE FOR ALL MAINTENANCE, ·-- ... ______,_,___;_ ___ ~-- +---+---"_i _____l __ 1 SERVICiNG, REPAiR AND INSPECTiON OF THE L.IGHTING SYSTEM AND ALL OF ITS COMPONENTS AND RELATED SYSTEMS, ENSURE I TO > ' ' I I I ' I WFJ + @.' ~ ADEQUATE LIGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL TIMES w ~.N M ~! ~~ m: ~- ro: m 0. ~ ' 0.8 1 1 2.2 13 LiGHTING LEVELS INDiCATED ON THiS PLAN ARE TAKEN FROM PLAN PREPARED BY SECURITY LIGHTING SYSTEMS, ENTITLED "PO!NT-BY-POINT i=OOTCANDLE PLOT', DRAWING NIJMBER 1PCP33590 AND DATED 9/2/2016 0.0 \I d NUMERIC SUMMARY II ------. - ···-,--.. __ ._ -···--· --,. -·-·- ---,· ----,--- ·----,-----~-----1 :: ______.. _____ I _ MIN __ !!'I- ___ _ 0 \\ WP 79, LOT 8 ~~~-~~--- ·------~~-~~~PE U~!]"_S _I__A_V~--L M~----- ~-1 AV~~!N -+-MAXI~ ,, 3.5 2.2 \\ \\ N../f LJ.N!JS c.+ PAVED SURFACE READINGS __ j_~~-~Ur~~~-~~~=----~~---....1- ~----~--=~9-- ~--~--- --~- N/A -- +N/A ---- - CW/d4Ci:1o'lffi Afi/;7KE!;t'!ACE llC I~ROPERTY LINE READINGS I ILLUMINANCE FC I 0.2 l 3.2 0.0 ! N/A I NIA o.o: []: \\ Bfi: 16758. R,:41§ : ' \ 1 SHOPPING CEh7ER 0 0 3.3/ \\ / v LUMINAIRE SCHEDULE ~.0 2.2 t .,.\ ,,.,.~ 2:@\ u 1.9 1 2.9 \ 2.:s 1.4 1 3.4 3.0 I i • POLES SPECiFIED ON THIS DRAWING P..RE RATED FOR AN 90 MPH WIND LOAD FOR AREAS WHERE THE WI MD LOAD CRITERIA EXCEEDS 80 MPH. PLEASE CONSULT FACTORY FOR PROPER POLE Y I r SPECIFICATION AND MODEL NUMBER lUll 1.9 3.2 y• SPECIFY COLOR ! 1 1.3 NOTE ALL ASB FIXTURES TO BE iNSTALLED TIL TED AT A 30 DEGREE ANGLE UNLESS OTHERWISE SPECiFIED. APPROX LltJ(I~+--7-=-=.- I ! t OF RESTORATION I 2 fA 1 0 1 3.4 2.3 SEED MIX , • J 1 1/AP 1:9, lOT 9 o.o i I LIGHT FIXTURE ''--. 11/F IAIIOS OF ' - ..JI~- .;l,'t 2.0 , .0 (SEE LUMINAIRE ~ /II'Cll:li'M R£AIJY 111/JST .A ~ SCHEDULE THIS PLAN) ~ BK.J0/20. PC.41!6 0.0 G4S STAl/011 "i ~- -"---1=- rr-r·---i r - [_- - -~ T! r 1\ . ~I 0.1 w li'i '11 I L~.... 2.7 t MOUNTING ARM _j I I \ MULTIPLE FIXTURE //f ~~:II• ! j ARRANGEMENT WHERE Q t:-~! 0.1 I w,_ POLE INDICATED ON PLAN I~ <')< -·ll 3.0 1 ~ z::;<: ! i=:;o z ~ . 0.0 I ~ ~~ Jv_ :::i: g ---{\' r- 0.0 ;s ...J I "1 "w I nC~"' " 2'·6" U/ DOME TOP OF CONC. I :i' llj ~NJ_~ FOR DRAINAGE ili 0.0 / ~ ! ' ! ~ - ·- I I _i------·---~- .i~~J~.- w "'w () "' ~ 0 1 CONCRETE _/ \;- \___ 3' EXPOSED FOUNDATION. ~ "'0 CURB (DESIGN BY OTHERS) 0 <:
w ~I 1------·--- ' ------~+~· ' I I AREA LIGHT DETAIL I N.T.S. I I I I
THIS PLAN TO BE uTILIZED FOR 311 I ; I L1IGHTIJ\IG PURPOSES ONLY w. (AKA ROUTE 110) ~lsi (PUBLIC- 80' WIDE -1928 LAYOUT NO. 2503) ASPHALT ROADWAY ~I il a.~~-~-.. I i ill 1"== 20' I 'I "g I I I STREET ADDRESS i ~
84 MACY STREET ! I I ~ ------jc------_1__ __ ]-+ __::__ __ _ ;--:n L Cl\'ll ,·-l,_i\]_) (:(j1\'~ l'! .TJ'\'Cr '-~NG!''-a~f· Ri :"-<(; - CITY STATE J ._A I'll :!-JUH\ I·'Yf":C PH.DGH.Y:\·ll\!-_\0-\(1-L\i_E-;-....· .i l ,\NDbC\F'F; .\RCJLiTECT1 :Rl-,: '...___ __C_O_NS_T_R_U_C_TIOr-J_C_H_ECK DATE STATUS DATE i BY E--'F::-'T/'>1?\_-\BL-:.: TlE2fC.Y T'FF-:.\i!T[ ~N(; 0LR \"H_''L2 TH.c\l\-:')PIJRTATIOG SEH\'1CE0 -· -- .. __ ·-~"'·--===--=-~--====~ t------+---r--- AMESBURY MASSACHUSETTS DRAWN BY: 08/25/16 I BPB UPST.A.H: 1'-
I------~------~~~,F~~-T~T~E~;R~P~R~O~F~·I~L~E------~------,------1------·--· ·-----·--·--. --- -· -----~------.. ---,------+------r 'DO NOT MCD WORDMARK DETAIL MCD vV ALL ARCH DETAIL CUSTOMER ORDER DISPLAY DETAIL BOLLARD DETAIL NTS N,T,S, N,T,S, NTS, ENTER' SIGN N.T,S,
6'-8" REFER TO SITE PLAN 30" 4'-91" ~-- J. 4'' WHITE PAINT STRIPE TYP. ~- __1'10: ~--j sj· 1 _____:_i'_:e10_' ---ll~3l'-l'l -,--. _L , __ [_____ ------L------'--j- , "'" '-(---,--:;===-:=:i:°FFF0 :;---- 4 NT I 1;,', • 1MSS,S ;o~, FABRICATED ![{THANK (8) !viS S S.-----: r hEEL CHANNEL BOLTS -FABRICATED bl REFER TO SITE PLAN----::-: I 0 9 z.. "' STEEL MOUNTING CURB FACE · .. ' .. •' -~--'-~ BRACKET ;;: ~L_____i ~ou D STOP i /-_l·· ' ~~ 9,8''X3,9"X0,20' ; / 1·' NOTE "THANK YOU" TEXT SHALL , ID ( FABRiCATED FABRICATED 1 I STEEL COLU~:IN BE PAINTED YELLOW (PMS 123) •_._.__.Bo_'·!O'"'_._._,._____ ,_ 4' WHITE PAINT STRIPE TYP. STEEL COLUMN ~ 6"-0'" 1 THRU3 ',----~---, ,; -··-·-- __,.J 90" PAl-<.El~l~ I ---' " 75° P.c-\RKl?>TG ro NOTE: DOUBLE HEADED ARROW SHALL BE NOTE: "DRIVE THRU" AND AHROW -~·-·---·- R1-1 Ji,__,_ ·o· i i ' ,....--FARR1SATEDSTEEL PAINTED YELLOW (PMS 123) SHA.Ll BE PAINTED YELLO\N {PMS 123) I /(4)M8SS.BOLTS \ ! '")-~ HCJUNT!NG BRACKET NOTE: ALL PAVEMENT MARKINGS TO MEET THE STANDARDS OF THE CURRENT Mc0 )NA.LD'S SiTE PLANNING GUIDE "'"" "' \ j,,.-1 °1-~ ,e;," / ~ABRICATED STEEL A- j i ~~ MOUNTING BRACKET \j ~ /-~"F.A.SRICATED .l i ·~~~~ .c--r ~ -~-~------,------.,__ _j/ STEEL CHANNEL 0 0 0 , TYPICAL PAVEMENT MARKINGS STALL STRIPING 'STOP' SIGN [----· I jl' I' : i NTS. N,T,S NTS. ~-~ 4'.g i" I ;\---:! 2'-G" ! l I I :1------t ------! ------· A'- \___l•· FABRlCAT ED I ~J ____ ,_, z f- I I /PROPOSE!' SIDEWALK (SEE DETAIL) .0,...- i 'STEEL CHAN NEL 0 'lw ~ 0: ~I ~ ~ (9 ~ 2 '- B B i ALL STlli"SRAO.: ·gt i! I I w >- 0- LHOT_DI£' GA~yji.N~ZED. 'I "'>- z(/) 0 _j BASE PLATE STEEL BASE PLAT E L} ~-::eli~-~ I I ~4000I P.S.I. CONCRETE I -·· - . m ~' SIGN CABINEI [ ~ r2 ~ [ ' J SL PE ( SUPPORT FRAME ' ~§~!~N}}_Qlli~;] ~ / I~ u:'i~~ LLJ SUPPORT FRAME 1:1 MA WI H 0 0 $ H NO AIL 1;2 MA ' ITH 1•50 VIA X z 4'-10' I PUT ~I CR ss SLO E ------· ------' '
y-t------MIN.S.O' .. ' -----TOP VIEW TRANSITION CUR
2'-5~" 1'-1 TOP ViEiiV ------1 i __ OVER , ' R3-1 ' TURN ~~I . 1------~--- I I --MENU BOARD--~ i 4'-10" ' ' I / DESIGNED SY -...... ~ ! 'NO RIGHT ___.--/ OTHERS ·~ ADA COMPLIANT SLOPED SIDEWALK N,T,S, TURN' SIGN NTS.
i I NOTE CURB SHALL CONSIST OF i 4,000 PSI AIR ENTRAINED "' I i w ifl I I I CONCRETE, EXPOSED EDGES i I PAINTED (WHITE) ACCESSIBLE [L 0 I I TO HAVE RUBBED FINISH AND " "' AREA OF SCREEN SIGN CABINET/MENU BOARD SYMBOL (54"Wx60'H) ~ 0 AREA OF SCREEN SURFACE SHALL BE TREATED 0 <( VVTiH BEZEL DESIGNED BY OTHERS 'NTiH BEZEL WITH A CONCRETE I 0.92 m EAC!-1 I ~"I 0.92 m EACH PENETRANT/SEALER ~ v ]9,9FT] ]9.9 FTJ I THE ENOS OF CURB I i SECTIONS SHALL BE ' I CHAMFERED 1/41NCH. I i FINISH GRADE WHITE CURBS. CURB CORNERS OR STRIPING EDGiNG SHALL BE FITTED I !I TOGETHER AS CLOSELY AS I I ----r -- POSSIBLE BLUE PAINTED BACKGROUND -~~V 3.9" X 0.20' v r8'X I /------9.8"XJ'?"XG.20" :1 EXPANStON JOINTS SHALL WHITE PAINTED ACCESSIBILITV----'>""'J FABRICATED STEEL r ' ' COLUMN ci· r----- FABRICATED !3 ~'·J BE INSTALLED AT A SYMBOL us ~~ STEEL COL.Ji'..1N ,,--~,, (/) gZu MAXIMUM OF TWENTY FEET ' (20') ON CENTER USING COMPACTED BASE PLATE i /- BASE PLATE i ' PREFORMED EXPANSION ~ SUBGRADE 0 D JOII•H FILLER HAVING A I /\. f-'-cilj, : m ~ ill / c::-' _bLL______, c .. I'~=~'~ THICKNESS OF 112 !NCH. tL "'tL FRONT VIEW ---SIDE VIEW SIDE VIEifo..' THE CORNERS OF CURB ~ ------FRONT ViEW SECTIONS SHALL MATCH THE z (NOTE: FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR. (NOTE: FOUr'iDATION DESIGN TO BE PROVIDED BY CO~TRACTOR ADJACENT CURB IN SIZE. ::5 CONTRACTOR SHALL OBTAIN FINAL SPECIFICATIONS FROM SIGN VENDOR) CONTRACTOR SH.ALL OBTAIN Fi~AL SPECif:J;--;ATIONS FRU,1 SiGI'! VENDOR) COLOR_ AND FINISH. VERIFY WITH SITE PLAN tL -' 1------··--·-· ·- -- .. -----~--+------···------:__::_:-----______---=_ __----,----1 <.:,. ~ PRECAST CONCRETE CURB DETAIL ACCESSIJBLE STALL MARKING ~ DIGITAL MENU BOARD DETAIL DIGITAL PRE~BROvVSE BOARD DETAIL N.T.S N.T.S, i'i NTS, N.T.S ~ r --~~-·--· ~
STREET ADDRESS ~ T I l~o:c_M=P~=:ciA=N=c=E=cH=E=c=K==o=AT=E===< 84 MACY STREET I'
SJTL CJ \1 i ASD COC:;UTT!C:G TC';G!'iFERlVi ~ I 1------C-IT_Y______S_T_A_T_E------jf----S-T_A_T_U_S ____ ,_J.D_A __ Tl_E_+--:-y--1 L\l'iD ;3L.FVE1'1I\IG PRU·~;JL\i\J _M_:\~"J.Cdc:_l\lf.:\!T f.J,:\jDSZ..:A.PF ~\FCHITEC1TRE CONSTRUCTION CHECK DATE susHJi'i;AllLF m:sJc;l' nncMJTTFiG SJ:Jl\JCES TR\CCol'UR 1 n JON ol H' JC" >l=-======< AMESBURY MASSACHUSETTS DRAWN BY• 08/25/16 BPB UPSTATE NEW YORK 4 PHILADELPHIA, PA % NORTHERN VIRGINIA NEW ENGLAND ¢- LEHiGH VALLEY PA -* CENTRAL VIRGINIA BOSTON. MA 0- SOUTHEASTERN, PA -*' RALEIGH, NC ---cCocOo;cNccS;cT;c;R~;UCT!ON CHECK --QATE···-· COUNTY PLAN CHECKED JAK NEW YORK METRO {I REHOBOTH BEACH DE % CHARLOTTE NC :=-=~~::::c:~~'-::'-:'c-~~~~~~~==; ESSEX NEWYORK,NY 4 BALTIMORE MD +r TAMPA,FL J AS-BUILT THE~FORMA~:N:E~I:N~~:c:MENTOFTH'SF fiNAR~R:~~=~A~~s:~:~:~:~:oRusEor~R:YP:~~::~~:P:~:RmEN PR~;~~~Q~O.: 1-S-IT_E_I.-D-.-~------~-P-l_A_N_D_E_S_C_R_IP-T-IQ-N------f--S-H_E_E_T_N_Q___ _l_ ____ L_ __ .. ALJTHORIZAfoON fROI~ aOh~K ENGI1lEEfCNG. CNL YAf'PKOVED SIGNJ:U ~ ~) Sb\LED PlANS Sf-V\ll BE U;-".IZED FO:\ CONST~lCTI8~ PURPDS:S. ©BOHLER ENGINEERING 20~~, 2017.2016 ·--· soJ~~;~~~~~~-~~A~ 772 CAD ID. # 020-0121 DETAIL C= 13 Phone (508) 480-·9900 W162000ss5.dwg SHEET www.BohlerEngineering.com ---~---·--- ."'-, OF 16 1 -1 5" BIT CONC WEniNG COURSE I ' : ! I ' I ! ! 2.0' BIT CONC BINDER COURSE >-!CO·(!)·O 0 Ill OJ I COio..'a..'lJ.... IL (L "- " 1 (.) "'w IN PAVEMENT I IN GRASS 6.0" ,;,500 PSI AIR·ENTRAINED CONCRETE - 1 6" GRANUL~R BASE I"';"' u OJ• "' (8" AT TRASH ENCLOSURE) TACK COAT i 1 , 6 0" GRANULAR BASE - : VERTICAL i ~- 6" GRANL'LAR SUBBASE -EXISTING BITUMINOUS CONCRETE ! ------T . ~----- MET1\L COLLAR TO FIT ------. --- '-·----!- -- 1- ., - + -----1 . ' ' I SURFACE ' I ' NEW I EXIST I AND BASE ' 6 0" GRANUlAR SUBBASE - : , j ~ ! ! -- : j I I OVER 6" OIA POST ! 1'-0'" x 2" PAVEMENT KE\ ~ ! (INCIDENTAL) ' ~ 6"' LOAM, SEED AND MULCH OR :·o:.j_f -·k7-"~4Z««Z2H~V17ff/~W74'\··------ (J (J l oo I CRUSHED STONE FOR SLOPES +" SLOPE SLOPE -~i"--n o~o,~; I ~ ~~~¢~EH~:;BETWEEN TREXCAP -y- -- I " I I I I ~,l'"" !: .... 'f~~"""-"~~~~""'"""""'::s:~'§l-,? Co'· ----··· ·· -'T~ / i I (INCIDENTAL) ,., ... t •'' ' "·'.t- ' ,.,,·,. •. :. ,•, '-, ·'''·''~"": •' ,,", "'I . , ,, , n ----~, ""'~;~:· - -.----. ___,._. ,~o_J-"-"--~ -----.~%~~.f_J__l_:F-'--" ~-- "_0 ~-~.+-l~·/~-"i·. ~~ H ; il 'I w. -_ ~; ~ 0 0 00 0 0 • r--- I ~ :1 eO 0 00\;: ·:· 0 f > .. li BIT CONCRETE PAVEMENT IN 3~ t~.~~-~- ~~-~~~(~';(,~'0~;;_~~<;<~1f&~;(~~--~~~>'{.~~·ll~~~~~----1 ~--~---- "Jg~ ;;• ~-· , ,''gi,• ;;:~/ ~· 't'::, I~:· ~ ~·'~A-,c·u:;._"..:,ST'NG GRADE "--'-"--~"'-·-· ------~- Jf_e__~·------••P,... ~ ------~-~·tAINcur'-~'----"'-~-~-'--- I ---WELD TO FRAME _j I rn COURSES TO MEET EXISTING ~ '~);::: .. ' h : . ~" ~ _.L--' ~ 1-:0:: ;:}_. 0 >- ~ (INCIDENTAL) OR AS SHOWN ON ~t~-o----_-__-_-_- __- __- __-s-----~-- l : fficlrl·:- \.__METAL COLLAR TYP WELD HYDRAULiC GREASE FITTNG z 0 w z z TACK COAT VERTICAL SURFACE AND SEAL 1 I I • (.) ' w w BOTIO~I COLLAR TO POST, DRILL AND TAP HOLE (TYP 4 ((,~ w > JOINT AFTER INSTALLATION OF NEW (jJ I' <{ ;;;;. = P~NS ~'~----- ' a._ I 1- w BOLT TOP COLLAR PLACES) (.) 0 21 ~ PAVEMENT 5'4'' X 6 TREX-l ii : I o:::::w >-'Z' 0'· 2 ~I Q!.....J z ~ 0:: (.) 0 II '"" W' FASTENEDT02X4'S IIi I i ------2X4BOLTEDTO w w 0:: w (.) SUITABLE EXCAVATED I ' ~------~,~ 0 > I NOTE FINAL PAVEMENT SPECIFICATIONS TO BE COORDINJI.TED WITH GEOTECHNiCAL REPORT RECOf·.·iMENDAT,ONS McDONALD'S ENGINEER RESERVES THE '.j I ----~------STEEL POSTS 2' 0:: _j MATERIAL~ 11Jl!1!f1j IIJ·~· LL·d], w 0 ((] (INCIDENTAL) OR GRAVEL "-..~ I I RIGHT TO REQUEST A COMPACTION TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE SPECiFICATION TESTS WU BE AT THE EXPENSE kL.i-~- : (TYP OF 4) ! 2 w ((] >- t= <.9·:;;: 0 w 0:: "- BORROW AS DIRECTED · OF McDONALD'S OTHERWISE, G. C. WILL BE CHARGED. ACJ·. ..JSi TOP SECT;OH -:-o FIN!Srl _j ~~ r --~- ~PAINT POSTS 6" DIA CONCRETE ,..J z.= (.) ~ ;:: tu 0 _j (§ I I' ------{COMPACTED IN 6" LAYERS) GRACi:: 1 0'~ 0 0 OJ I I , 1 , / WI BENJAMIN FILLEDSTEELPOS z LL > z o~--:s;:i _j 0 '<{
' 1------~--- .. ______, ______~------"""------,------~---- - ~- --- T ------~~------_ __]___~__! ------~l:;RA~si.JCE_N__ cJL-os--- u_R_E:_ -----1-T-R_A_s_H_E_N_,ciLosuRE ! ! CO' f'--' CO VVATER SERVICE CONNECTION DETAIL GATE VALVE I i PIPE TRENCH DETAIL I NTS N.T.S. N.T.S. I N.T S. VVALL SECTION NTs. GATE POST DETAILS ' I
LINE OF PAVEMENT RECONSTRUCT: ON / NEAT SA\1VCUT OR MILL 1" OF EXIST. 24'" SQ. HEAVY DUTY FRAME & GRATE (SEC ______, 2-:J' MIN // 0 AVEMENT SECTION POWER BR00~1 GRADING AND UTILITY SHEET FOR R:lvl - CO~JCRETE CliRi3 1:'>1G OR 31T i- - TACK COAT TIE-IN PROPOSED ELE\IJI.TIONS) COHCREl E C1.1Rt::NG Sl:.E Pt.A~! FOR I 1 ~ ;r / \VEARING COURSE, & SEAL JOINT wl LOCA fiOi'l MD TYPE 1 ~ EMULSIFIED ASPHALT --~ ~-f-_-__--_-1_,~-~~+k-~+, _-&~ COMPACTED EXISTING -SUBBASE '''} __L ; i SUBGRADE CO?\TROL jOINT i_ ---~ --~ ~ TINO COURSE.S OF i3R.CK i'JASONARV ---- Q~] li'PJIMUivl, FOUR iii."'.X r.-IUM, BED FRNftE AND p:~AN OF PRECAST SLAD t; 0: ' GRiCK 1/JORi< IN~· IMJ FULL MORTAR BED 4,000 PSI AIR ENTRAIN E,. DEI"C:0~N12C ( B. RO"II'OMIF\'INI:ISHI)- '\ iJj 6 1 1 91 2 9 (WHERE SURAL IS SHALLOW) /FINISHED GRADES NON-SHRINK MORTAR@ PiPE OPENINGS ALL AROUND ,,_ CLASS A CONCRETE COLLli.R - 3/16" SPACJN\3__ ~ I' ~· ·. .· -. . . .•.. - .... ! j I / TO BE: PfAC£D WHEN +--- ". ····:··· " .•.. ;_ ·=J~f lP A VEMENT TIE-IN DETAIL / P£FWANEN! PA"IEMENT IS ~ N T.S. NON-SHR1r~KMORTAR@ - 1 PLACW, PAYM£Nl" UNDER .<· ;''j;'c;::lli" PIPE OPEhJINGS ALL f 'MANh"OLE FRAMES AND --·-·- 2x4 HORIZONTAL RAIL "'I 7uououuo;:'l\ . AROUND t7Nl5•i 'JP"C:: 6' r"'--1 - CO\/f:/'?5~ l sJ' > 'v,O 0 00 ! "' --BRICK COURSES +-- n n)~~\\ .·:. i ::::L -~ • ~L~-1c=o_Joc; -~~~ ~~~ I w ~.n;--u--nr 1 ~~ A5" R!:.QU/RED ',L_""' 0 t w <{ I 1--. I ~=:' ' ,------r:r::.J,~~-lT~TT (2 l.if'N' 4 MAX) ~ 0:: 2 '-'R::CAST f':l• ,F -- ___.:_- i -~ ~1~-_r:_:_::-::.:_:, [ I Ll ,;:..,;;:,lJI.-~-D "" 111==11 I i i 1:~ tJ 0 _!:II !1'_-o;::; D~ ':')V<;RFT M• J. - -- • 11 F=d-' · ·;;,;;,:R·ft __"'_! [ 5/4 x 6 WALL SLATS 0 -u,r -~-:.J.d 'O~ 6" \N\ .L \ I'' CHAM"'ER ~----- z 2"RIGIDFOAMINSU~TION /1=! :":'J-< o, I 0 ~I '2' C~ 2" CLEAR ,, 0 / (] , D!A. ! CCVEi?. ,, > COMPACTED GRAVEL BASE_/ :'! I I ----- _ _j !,;71 !:::::11 i=l i I~ --1= FULL HEIGHT OF CURB REFER TO ,;ITE PLAN ,i•J"T'f. \!JBBE/? _ _/ ' I OR£CA<::f W!NF (: z ~ ------~; <( UJ COMPACTED SUBGRADE _/ ------~------· ',fAu!iV 1 n:: 1'-rJ" D•A. : ~------cOivcRuc'MH · ,(.) w -, -- '~(;-~--;;------.v I E?\iD RECTIOI"\ ...L _l_ 'f. -'"- ______,t------:__ L_ BARREl. Iiic' 0 ~--- -·~-- ~-~'t12" COMPACTED GRAVEL ,.-.___,~. s CURB TRANSP 'ON FLUSH TO ,. ~~~ <0 S~C'l'ION- A-- A "' NOTES TO BE USED FOR BUILDING SURROUND AND OTHER CONCRETE WALKS. USE CHAIRS TO SUPPORT REINFORCING FULL HEIGHT OF CURB ~~ ~~~ -~=~~--~ :~-:r~ l :1~:I~~t~~ -~-~~: c-~~~ STEEL DURING POUR VARIES SEE PLAN _!___;___ ijl. ,-PAVEMENT ' 1. SEE SITE PLAN FOR WIDTH AND GRADES -----·,. -' ------,------;:----:----~------\. · C0\1PACTED SUBGRADt 2. PROVIDE MINIMUM 118"/FT CROSS-SLOPE ' " / SURFACE ALTER?\ATIVE FLAT SLc\B TOP FOR "')·~~ 3. PROVIDE CONTROL JOINTS 5'-0" O.C MIN. '. I NOTES: SHALLO'YV MAKHOLE ·""'...... _,_ '"--- 2x2 POST 4 PROVIDE EXPANSION JOiNTS 20'-0" O.C MIN 1:ACl STRUCTURES SH.t'I.Ll BE SUITJI,BLE f-OR H-20 LOADING i'IND SHALL MEET THE 5. PROViDE 2" RIGID FOAM IN NEW HAMPSHIRE & MAINE REQUIREMENTS OF ASTM C478 6. PIN SIDEWALK AT DOOR LANDINGS W/ #4 REBAR 12" O.C. IN NEW HAMPSHIRE & MAINE 2. USE PRECAST FLAT SLAB TOP FOR SHALLOIN INVI::JH APPLICATIONS 3 CATCH BASINS TO BE FITTED 1Ni-;-H EAST JCRDAN V5724-2 GRATES (OR .t..PPROVED EQUAL) ------·------~------· ------·------·------! TRASH ENCLOSURE TRANSITION CURB DETAIL PRECAST CONCRETE DEEP SUMP CATCH BASIN N.T.S N.T.S. N.T.S. TYJP. PLAN ELEV. ,-- JOSAM SERIES 58480 CAST IRON ,- 6" DIA CONCRETE FILLED FINiSHED GRADE- CLEANOUT WITH PLUG (4" DIAMETER) I STEEL POST (TYP) {SET FLUSH W/GRADE) _;-514' x 6 (TREX) WALL SLATS MOUNTED ON OUTSIDE TYP) w "'w ~ "'0' ' I TREX CAP 3/16 GAP l ~ 0 ..----; 12" DIA x 6" THICK J------~~'------______J / 1-- EXPANSION "IQINT u. 0 0 p, ! ! ! I ' / I >4=/ .. -L .;m, iff'"'""~. ~~~~~'CONCRETE l1 ----~=~~~ -~-- /-;- T .,------T- "" SEE DRIVE THRU CONCRETE PAD DETAIL FOR DIMENSIONS 12"x 18" M.U.T.C.D REGULATORY PVC.SCH 40RISER ' I I ~ 1! ' I\' I OF liRIVE-THRU LANE CONCRETE PAD FOR DETECTOR LOOP i"f!.-i ·r· T T l T T1 1 I T 1 r 1 1 ' 11 1 1 'I I ,. j I ! r1 !' w S!GN #P4-C6 (MODIFIED) GREEN SIZE MATERIAL PER PLAN~ I Ii c I )\ -- _., -2" ELECTRIC CONDUIT@ ~q>E__ NQ__§_I_EEL IS TO _§_~_h!_SEQ_~N-~_0~9_R~T.~. ( & BLUE ON WHITE. ~! ' DRESSER COUPLING i TO DRAII\1 ! 30' ABOVE F i I 6" X 6' X 3/16. SQUARE TUBE 'q:o _J ~ ~. ~ ,,, b _J o w~ f ~;;;:; z 0:: <( :w~ 4fviM ACM SK N W: 0 ~ ~ f- a, ()_ f- (/) w 1' x 1' x 1{8" ALUMINUM ANGLE .D80" ALUMINUM CAP - 0:: w f 0 "' _J z ' 0 z lr ·------'------' ' ' ------f- w w <'»~ ,..,~ 3/4" ROUTED ALUMINUM LETIERS --~[ "'w 0 lL z :;: 0:: 6u w :;: w ~ 1S GAUGE STEEL ARM (.') :;: 0 lL G z' - F·NiSHED SRfl.DC EU::\',.. Vf\.RIES z :;::0 z ____ ABS WiTH CORAD CAP ____ " ~ 0 ~ 080'' ALUMINUM SHROUD HINGE i5 o: lL ON BOTH SIDES \ _J o: 0 BASE PLATE 14 GAl)GE CHI\IN ::J .I ,~ w 0:: : ~ s BLACK ABS BAR i (/) w "' 0 ~: > 6" PVC 'NLET PiPt: 3' PVC OUTU.:T w ~ FRONT VIEW 114~ ALUMINUM PANEL t: 0:: WATERTIGHT SEA.. jT'r'P) _J' 0 "'_J' 0:: ~ -' 0:: 4MM ACM REVEAL ()_ 2 w w ' ::J ()_ w 1'X14X14"PLATE 0::: i ()_ 7/B' f•OLES ' "- ' &:, """ - \'. cO J~ 0:: W! 0 WHITE SCREEN 'Z' C:E'Nl ER HOLE w ()_ 0:: 3!<1' ANCHOR BOlT$ w PRINTED DECORATION PANEL OETA!L ()_ w 0' (/) ()_ BASE PlATE DETAIL 1/4"ALUMINLJM P/1NEL W11STSUR:FACEPAINT 0 & VINYL DECO i-_ w, > 0 i!Si YELLOW DUPONT CENTARI 5000- BACK- w (/) ' w 1"' X 1" X 1/8~ ALUMtNUM ANGLE ' (/) w GROUND COPY & ARROW 0::· (/) -36.30-22 BLACK- LANES 0i > - .- t~-' ____ ,_..:__. __ ~_ > w, .025" X 075" SLOTTED POLE COVER DETAIL SWING ARM DETAIL w 0:: ' > ----- MOUNTING HOLES ---~ O£SIGN rACTOR· TBD DESIGN FACTOR: TBD 0:: w 4MM WHITEACM POLE COVER 18 GAUGE STEEL ARM V>ITH HiNGE 0:: _08(} ALUMINUM CAP AND SHROUD WI 1ST SUR""ACE PAJNT AND VINYl SEE NOTE 1 \_COMPACTED SUBGRADE (REFER EXTERlOR FINISH: DECORATION· SET LEIJEL POLE COVER G-RAY FORD-MED DK ;:;;;;!MATCH PMS 109 C YELLO'W- SVVlNG ARM COMPACTED EX:STING SUBGRACE TO PAVEMEN I SPEC!FICATIONS) OK PlATINUM -7776-1:? BlACK VINYL '<"') F.ARANCE 9 FEET' SHROUD/\ND8ASEPU\TE' MAl'CH COPY .Q8D'ALUMINIJM SHROUD Blk t631 MIDNIGHT OIL "DRIVE-1 HRU" LETTER UETAIL ClEARANCE BAR DErAIL 3W ROUTED ALUMINUM LETTER::> W/1Sf B-LACKACM PIPE WI 7725-15 YELLOW SURFACE VINYl Of:.CORATION: NOTES. V1NYl STRil"ESAPPLIGD TO 1ST $Pi 1B0-'5 BRI<3HT YELLOW (OPAQUE) SURFACE "DRiVE-THRU" COPY SQUARE FE ETc BOXED= '163.51'! -SJ../ICK -COPY OUTLINE END VIEW 1.) CONTRACTOR lS TO DETERMINE THE EXTENDED LAYOUT DIMENSION OF THE ACTUAL= 20.22 BASE COURSE IN ORDER TO ACCOMODATE PLACEMENT OF THE EXTRUDED (NOTE FOUNDATION DESIGN TO BE PROVIDED 8"( CONTRACTOR CONCRETE CURB CONTRACTOR SHALL OBTAIN FINAL SPECIFICATIONS FROM SIGN VENDOR) -~~~- PRECAST GREASE TRAP 2,000 GAL./H.D. PULL FORVVARD SIGN GATEWAY CLEARANCE JBAR ' EXTRUDED CONCRETE CURB N T.S. N.T.S. N.T.S -~--- PROPOSED INVERT= 36 11 FLOW ABLE FILL W!TH FINAL - PRIOR TO goo BEND COMPRESSIVE STRENGTH OF 80-100 PSI ··.RHODE! -.1. 9616." TO ALLOW FOR EASE OF FUTURE "SDR 35 6"-90° BEND WHERE ". MAINE LICENSE No 12553 . EXCAVATION . REQUIRED S=1 0% FROM GREASE TRAP --- ·-·-~~~Jt='l~~=~;c~c~~-~ jj'<'•,;<;;__ ...... · . 20" FIBER FORM TO BE LEFT FINISH GRADE ==-=-'- IN PLACE ji-!!j-1 WHERE 10' HORIZONTAL SEPARATION _,-,1_,,-,1, WATER LINE ~-OR 18'VERTICAL SEPARATION CANNOT BE ACHIEVED ---!1-~i ------"if --y(l 0 6" PIPE 0 ------~~--:1 r4 6" MIN. COVER CONCRETE ----~~ ---\ l:,j I I ,-----, i I 0 i • :,I, I 0 I' 'I I : -- 6" PIPE I ! --~_____e) !' IL______jI 0 0 IF LESS THAN 18" 30' CURVE SEE#3 BELOW 0 0 SEWER LINE~ .-- ;L--'1 Y- BRANCH :oz liJJ 12'' 1- IW ' EXISTING 15" ~ ' L ,(.91"'w f- SEINER MA!N ' 0:: (/) '~ ' f- z NOTES \ J ~~ --- _I; ' (/) 0 1 THE VERTICAL SEPARATION BETWEEN THE WATER~ THE SEWER LINE SHALL BE A MINIMUM OF 18,NCHES ' ' <( f 2 THE HORiZONTAL SEPARATION BETWEEI~ THE WATER MAIN AND THE SEWER LINE SHALL BE A MINIMUM OF 10 FEET. - -:;'' ,W z II ~ 3 IF 1 OR 2 CANNOT BE MAINTAINED EiTHER: EXISTING INVERT= 25 35 'f- ~ A. WATER MAIN IS TO BE RE-LOCATED OR RE-CONSTRUCTED USING MECHANICAL JOINTS DUCTILE IRON PIPE FOR A 0:: 0 (ENGINEER TO BE NOTIFIED 0 0 DISTANCE OF 10 FEET ON EITHER SIDE OF THE CROSSING CENTER WATER MAIN LENGTH OF P PESO THAT OF ANY DISCREPANCIES) z ~ CENTER OF PIPE SECTION IS OVER SEINER CENTER LENGTH OF SEWER PIPE UNDER CENTER OF WATER MAIN SO THAT JOINTS ARE THE MAXIMUM DISTANCE POSSIBLE APART. 6"-C B. WATER AND SEWER LINES SHALL BE CONCRETE ENCASED PER DETAiL. EXISTING 15" SEWER MAiN WATER MAIN CROSSINGS CHIMNEY CONNECTION N.T.S. NT.S. I 1"CHAMFER -....., I "' !---12" lT rv- II y--1 NOTE: THE PLACEMENT OF THE COOs SHOULD ~~~ ~ 0 I~ ! ~--, r BE SUCH THAT IT PREVENTS, OR MINIMIZES, 0 ~------ 1------~ ~~~ ~~-- ---~---~~ -- STREET ADDRESS C-OMPUA~-~E~HE_c_K_--_~_-_D_A_T--:__E-_-__~ ~-- -- B l ------.. 84 MACY STREET LEADWALL DIMENSIONS r n~~~-~~; -,~- .. -F-·-·~~~,·-G· H~ .,.~J--~.,:~ K~. ~ ------~-,1"~ 1'"1 ,-,"'~· J'"\"'1 :-L:-,\-:,-:J:-1':"( ,:-U-:,-,, 0:-l:-, 1:-.l:-l-:-"!:-l-~-L ,-,,-(_ ;":'J ,:-, -L:-! J"':l':"lI\-~<";------I I .... ------~---- CITY STATE STATUS DATE BY ~"~~·~~ ~~~ ~~- --~c ~- ~-~~• ~•~•~~~-~ ~ L~:'\1) 3 L F..\ J•.'d:'JC 1' Ru(,lt'-\:'-1 \L \i''- \h F:\-!1:-:\''l L \i\ ll::'C.\l'E :-\H.CHHl.. C11.. !I.E [ CONSTRUCTION CHECK DATE J 1 "8-8" SECTION w • 30" : 48" 12" : 36" 30" . 54' S'I1~.,- \F< ,\ TJLT: DF:-\!Gt-., :-•LJ;_!,I1 n [\ r ~ :'LF \-1<:E?; T I'}·'- ' ;--..--.::.-'llF'T - I • \cl'• '-()'\ ~'I'PVrl ··" •• 'V: -" ( ·-:.. ~ - 1 AMESBURY MASSACHUSETTS DRAWN BY: 08/25/16 BPB UPSTATE NEW YORK $ PHILADELPHIA, PA % NORTHERN VIRGINIA NE'JV ENGLAND 0 LEf-'ICH '/t\LLt;Y, p,:., 4 CEN1 R/>.L VIRGINIA 11------·--.-.---·~~· BOSTON, r.·IA -4 SO;_JTfiEASlEHN Pr. & RtiLf.!Gl-1. NC COUNTY PLAN CHECKED JAK l______,l NEW YORK !I'IETRO ·> REHOBDTC1 t:r::.ll.CH DE +· CHARLOTTE. NC -~ C-Q-~-§."!"_.f'_~--~-n9---~-~~-~-~~---..Q~..T.t M~J~NG300!~ARCHE~ T-S ;} TMJIPA FL NE\/\/ YORK. NY 1: 8ALilt~iDRE. MD ESSEX AS-BUILT NEW JERSEY 4 SOtJTHERN MARYLA!\D -¢ S8UTH FLOR\DA PROJECT No.: ~OO l~f~Ri'Ji.>TI:)t-.. u;S,Gf< AND UMWT C\' Till~ Ol A~A~E MOi'RIETAi>V •\'1}8>-~L" ~J1 OE OJP•OD l"'. ,tSEO FO~ ~NY P~~;>('SC.: •.'.'' ·liOU, PRIOR 'ARilT~N W162000 AU'.IORIZATIO~ ~RC!I B'-'1 I' Ell• h•JINCmiNG ON"Y AP0P.I •VED, S'G~cO ANC 5EACD o~;1~ OI•A·.. : SF Llllli'"F~ FOR OCNSTRUCTION PURPOSE'S SITE I D PLAN DESCRIPTION SHEET NO. ------G 50~L~F-~NGI\~<'~I'IS :01;6 ?.C'•.:ot·jf, 352 TURNPIKE ROAD CAD I.D #: DETAIL SOUTHBOROUGH, MA 01772 020-0121 C~15 MCD NEXT GEN DIRECTIONAL SIGN HEAD'VVALL DETAlL t180-99·JO W162000ss5.dwg N.T.S. N.T.S. I SHEET I I "' 0 ol <(I OJ 1 OJ OJ D.."' lL. O.i a.. "'' () tll i3 ~1 ~ OJ' OJ ! • I l ·--~-.,------,-!--- '---1!---,------~~·- II' r ______,, ______ I -----66::£------___ 7} J/8 Ii I ' I ! ' I I I ~ ~ di z ::;, w 29 '/4 I I 2 2 " ·_I' I I u=='1\::_j 1J1:• 0 ) \/ ... -;;, 1\f-'1, I _,.., ~L./ I'. '~/·-·-~' \-~A··-·/ 0 ::; I L_~-I I ~-~-- I,___ AJ '-· . ...-/ I () 0 .r- '-. .... /'---' [_./ / 0 () I "'<( "'D.. II 0 0 I . I "' z s <( I I w s > w I w > "' w I "' I ,------~ (1) 20 I L -- ~------~w ~ r------::------·---·-·------··------, ______M_C_D PLAYPLACE DETAIL ------T~~~ ~--~-----_--_---=~----~~==~======C=D=S=2=0=1=5-=4=-C==O=E=S~IG=N==--N'-'O":_T":_E":_S~-=--=--=--=--=--=--=--=--=--=-=--=--=--=--=--=--=--=--=-~'I i CDS2015+C RATED TREATMENT CAPACITY IS 1.4 CFS. OR PER LOCAL REGULATIONS r··· 24" DIA. HEAVY DUTY FRAME & COVER CENTER OF CDS STRUCTURE, SCREEN AND C.I.,LeBARON LA-328-1 OR APPROVED FIBERGLASS SEPARATION SUMP OPENING I THE STANDARD CDS2015-4-C CONFIGURATION IS SHOWN ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME EQUAL.RIM ELEV.(SEE PLAN) (LABEL "DRAiN'') CYLINDER AND INLET . \- i CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. FINISH GRADE --\ C------·------~-----··------. . -'-' \ · MASSACH . 41530; ======~~~~~,-- .. ------.. A ·.. CONNECTICUf'IB~ No.26177 1 ·.RHODE ISLAND LICENSE No 9616: MORTAR ALL AROUND ! __MA_x_;------f_! ==~.,.'\'l' ;f_:;.:lf[_: ------·-·- __ ---~- MAINE LICENSE No 12553 Y-=;=r:;:::r:;::Y;=tj=ttl --1 rl -tr · I TWO COURSES OF BRICK/ . _L, .. _._,_,_'______.. '~- \-(-'·-----~-' I .. .. 2.·~-c" !\a"·\ L ~:;~~~~YB~g~~~MM~~~6 i ------~ \ \ BRICKWDRKIN3/8"MIN. FULL I I --:--op \\ TOP SLAB ACCESS MORTAR BED. ! I ' \ \ 1 (SEE FRAME AND CCVER PRECAST REINFORCED 6" \ • 0" THICK~!- "'0 DETAIL) CONCRETE CONE OR FLAT 8" : p 4'-0" MIN. CONTRACTOR SHALL 00 THICK LID (WHERE BURIAL IS j \ CONFIRM S!ZE 48" I D_ MANHOLE SHALLOW). , PVC HYDRAULIC I -· ~ ''W I _.\ MAX-~.. -- ALUMINUM OR PLASTIC COATED ------1 1~-- 1 SITE SPECIFIC 1NROUGHT IRON STEPS·@/]·-:---- - ~---~ 5 7' OR 9-3/4' 16"0C. i 4'-;.MiN i (VARIESPERID) PLAN VIEW 8-B DATA REQUIREMENTS I ------.;------"------ . NTS -~~ \ ______lw STRUCTURE ID ~IZ BUTYL RUBBER SEALANT (TYP.) -- _/ - - WATER QUALITY FLOW RATE (CFS) 0 1o z f 2500 PSI CONC INVERT 5 § ~AK FLOW RATE (CFS) 0 w TOBEPOUREDWHEN ~~~ )$ // ! --···.. ··-·-- lin ~~~~·~~~~-~~~--RETURN PERIOD OF PEAK FLOW (YRS) * (5 ~ ~ PRECASTREINFORCED__.----- L~Lt~-.-- - -- I ' MANHOLE IS COMPLElED~ ~ w g!o ~I= SCREEN APERTURE (2400 OR 4700) CONCRETERISERSECT."SAS FLOW L__ ~ ------~ 1 til 0"' f- z 'I PIPE DATA: I.E. MATERIAL DIAMETER (f)"' REQUIRED .. ~~-' ---v~- y i - ~ ~J ""' <( 0 I INLET PIPE 1 w fz NON-SHRINK MORTAR@ PIPE ~ __. :INLET PIPE 2 I ;) OPENINGS ALL AROUND - : ~---;:+ OUTLET PIPE h: 0 0m EXTENDED BASE To sE--/~oi'<>"' · ;2.:c~MPACTE~--G~vEL if¥. T------'-- RIM ELEVATION I z <{) PRoviDED AS NEEDED BASED ~- ______~ ___ -~· ..... ------·-· ------TYP. PRECAST CONC STORM GENERAL NOTES N.T.S. ... -,-·CONTEfH TO-PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE I DRAIN MANHOLE i ! ?.. DIMENSIONS MARKED WITH ()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY - -~-----! 3 FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH CONSTRUCTION I i OIL BAFFLE SKIRT PRODUCTS REPRESENTATIVE www.contech-cpi.com 4 CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING w,w'"'U) 5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT; OR o·"' BE'::LOW THE OUTLET PIPE INVERT ELEVATION ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION [, §i 6 PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING o! 1 (f) L-c ~~~ ·-" r~ ~-~J'llt1t;'l:1J], -~ ;;; I J~Q-61:::.--6~--1+;;-\.;A; . j 0 ~~ I u - ~ §~;u )'t:f/ ------0:::: :::J: / ' '-c ~M:.-L,J<--(.7 ----~-15' THICKLAY.:R D.. f-1 o. <(I ' 3"1 SIDE SLOPE~ OF RIP RAP. 6 MIN <( Z1 I . STONE SIZE _j PLAN VIEW ~ ~ FLARED END SECTION~ ------(l_ r--. ----- .. ------·------,------······--- ,.. AT HEADWALL OUTLET ! z L;) I w c-- I I CDS INLINE STANDARD DETAIL i \1 -l, 1IL . "'0 \JS OL i NTS. ~ z ""*·'?I;;; 11-~k'!~ - fi"' • - .l - I ~ ·---...... ______------GEOTEXTILE (SEPARATION) : '"'"''"'' '":"' - ~ ; Hl: lf.fORMA 110~, Ot:SIGN A~.l C·CN"'NT OF T~iD PJ\i-1 ,\RE 1'~0!-'RIE lA~Y ANU 8H'.L:. NO I 8' GORED OR 1!8E~ FO'l. ~NY PURPOSE l'r I ~OUT PRIDR WR!FEN ·------·------f\l;T~QRIZAl1Q~ FRO!< SOHER E''"~INEER ~(; GNLY ~'ffiO'/EO, SIGNED ~NO S~~ED PLA'-;5 Sti.~ll BE Ulll!?ED FOR GONS-:-RLJ:::TION PURPOSES (c) B:JHLER CNGINEER ~G. 2!16, 1017, ZCia ,'--- .. ---cc:::=c:=~=6~=:=o:=-:====:! SITE 1.0. Q-O ~ -- --1 PLAN DE~~;t;GL ·-··-- SHEET = 352 TURNPIKE ROAD Nc 02 1 1 SOUTHBOROUGH, MA 01772 16 RIP RAP APRON DETAIL N.T.S. Phone (508.1 480-9900 W162000ss5.dwg SHEET v,rww.BohlerEngineering.c.:om '--·------·~- "-'-· 0Fi6 201 South Maple Ave, Suite 300 Ambler, PA 19002 Phone (215) 809-2125 Fax (215) 809-2124 Welcome McDonald's USA, LLC Welcome 201 South Maple Ave, Suite 300 Ambler, PA 19002 Phone (215) 809-2125 Fax (215) 809-2124 McDonald's USA, LLC