Loading...
HomeMy WebLinkAbout2020-12-15 Application Plans - Grading & Drainage and Layout & Materials I Edit 552T(PRA9UCT/005 Mf) M11 61 rmcff Blr. D A4 EdW 5524(PRWUCr1003;iz4rJ) 1/4,TO GONG CA''1AR /• � KEY S FRAM£AND £dW 5520)12' /2' FRAM£TO B£SET ANmOrACtlaPA 1E(PRCXJUCI/00552a50) r FULL BED a'MORTAR LOCUS'" 3`'•.�• ''' 1 L1G1VSrR11G'RA'L fP J fROSLW LYA'11RIX. 77r ANY �,C '7 AW..2 COURSLS O�• '�#' 2 1 O ! RED LYAY 89CKS FEW 2 Aumi,SLG mim L oor Arrmwa WALL Tor a"WALL-17al I WAW ADNSX NTS eprMM Or WAIL-r7.Y,7C SEAL ALL COMCWIFS£OPaV_ SALEM • NTH LWTYL R1umm SEALANT AD.USr Mfrs>a 17A7LH F7tav0AD{XADE: �I " TURNPIKE LOWE5TINVERT LYI7LEf l77°E 4 .SAI1W7Ar7O YAlrYr r0£ALBINO PA1ErffhrLA LOT 148 $FA4 ALL C fNV6$ 95,183f S.F, `ter, Ama�m ura u sr O WAIMMT WIN 2.1851t ACRES <, 5 NV-1ma 114 0A51N HOA9 AV--WRhW Q WT �oG sIaIP»reaa 5•q(EIIM1'VA TOR" 4,a00 P.S7.PRECAST " NsrAu WAvRe PmC 1�{Drlh Andover,Mnssticltusells 01845 ,Uqy,�OR APPROVED 6 lewal-W,s re.,O010 C&MWEAF CO FORMING EIXlALJ NTH ASIM 0-474 11.117.155W AAFA a"I A1n 1131Au A[iY 04 KMI M REWORSW PLR A57U �f-,Tars LOCUS MAP scatE 1 RzDDD' A8 A-185 a11, 1,11. C7)Nwna3mN V uW cur svmp Aa11PAGrs7RDG7uvE R"A�"1�' NEAP LOT DAMU TO 96X r43fOtE Fa1S1NG 4'PLC/ Ald7 N5r.1L 72'/1DIi'PIM PtN AS7M D-1557 1y� 1y1 y1 B tenrvnn4.1;smr-aa0 IOTA 148 12'AN OEM OF 2 t WFA24 RX hVE F"4'PW FMAID CW 11a£N 5MC1[W AW IWSWR8ED SM aP SVBARADE Ch'U&7!E'O s1OYE' WFA27 s �18Vm ClAVPAG7ED To 9SX PER ASIAI 17 7537 AMCGWICAL TA'AIR Y ALSO BE USSM. ��N7W F CATCH BASIN WITH HOOD �..J Tm7CAL CROSS 5E0DON Nor To Sava }h'FA25 WFA29 DA V ID 1 I £A75HNC LE(FAD PROPOSED SAMPSON AAR'AX MWM4 r "T" WrA20 WOODED Sig N� + WFA3C 13 N6 AL/4O7F3 *000 WARMA: WFA22 W'FAl9 I, ELEYAWNS SNDW HEREON REFER TO WE NARAYAL LEOOENC LER7ICAL OA7UA1 OF 1979(MEAN - « - mar ar PA marr --+k- 1 •9 WOOD S£A LL72ZJ.(SL£NOTE J) 51 Elliot Street WiF3SE7LINOS SF10#N HEREON PEUNEA7£0 SYRTATUM MYRONAIENTAL GYAYSMNNC AND LOCATED BY CtdRB E!£YAlHW � A18 �Ss7! 2. HANCOM AS=AIES VIA nELO SURVEY 1211012018 Danvers,MitS5r�C11DSCH5 01923 aWMprx-.t uAraftxE wnr prE S 90V M1ARK AS DASW aV A PLAN LNR7LED,EXISRNG CLlVD1AGWS PLAN PREPARED FOR SEVEN HILLS -- sztt WA7EhMA1 A naW alacira! 165.86. 1�, ` ��\ 7s FOUf7DARAY BY VHF DMO N CONSUL7AN7$INa VA71V WLY JI, MOV r"e a7AL9'iNN/L'WW1 AI'C s DA,IRUL WA21 / �� Y CPP rs9 \ s WFA31 4. URUPES SHOWN HEREON fR0A1 f7FL0 LOCARAYS OF SURFACE STRUCTURES NO UNL7FRCRWND = tr FrOW aarc'CttA'4 cA .uV tr �� 1y� F / x }87.3 UJIURFS HERE INGYUaW AS PART&I THIS SURVEY.Ir STALL BE 771E REVCff9B1ZW AF 7HE HANIAAW i ROOF ry gyp,C''P �� s JIDL CON7RAGrAY rO VERIFY 7H£LOCABOV,SYZ£tr LZLYAJ7W OF ALL UPUWS WANIN 7HE AREA a- WA IHS IM GAT_uW& Al WFA17 // /4 (TYP)-ten "\ PRLWOSED 7iAPK ANt7 TU CONTACT"LVC-SAFE'"Ar811 AYLEASr727NJVIR5 PRIOR ro ANY �COCI� RYE'Unw"J h r / �I.5 x }7 B S,9J .a EXCAi'APON,DEMIXIPON AP R74S7RUCPON. 1 a FENCE 1NSrALLA NON AND WADR.O IS ALLOWED BETIfE£N 007000?157H AND M41611 157H.. A -.-.--pyW- 17dSltSV}Ui¢1rY Pc1L'MtR1 cxsdlAno'! Jyo, I / 7�� r\ !6`4 6 7W CWTRACTa4 SHALL VERIFY 7W LOCATION AND RELAPFE ELEVARM OF MCN MARKS FMOR TD ASSOCIATES s O� �rr,�n oH'.RlRAO LORE_AI'V cUr 7'aE ry n1 bm, Q•/ COR 5YFA32�� COMWWG�(IFNT OF CONSMU07708 ANY DISCMPANCY SHALL B£REPORT90 TO THE MYN ER. J 1 a uE- LFkkRCnl7lNO ammo LS�s �" m i c3_/n CONO \ WOODED 7, CONIRACIA4&YAL1 mffm 7I CGVSMUC7?cW LA YW r OF 577E IRPROF£NENTS ]HIS KWK SHALL BE W.SrAT MMWM EUVMC LAfES Proposed wuk provlousiy / (rYP.) -17 7 PERF%%D DY A PRCI EZWONAL LAND SURWYOR. O'[xF A1k7 lt7ErN Q 3 loved b Consorvatlan /I / B 5AFErYMEAmJRES. C NSDW0NAY METHODS AND CON NOL Cr KWX STALL BE"RE9*V-WlJrY OF '. K Wx7AN fW FENCE WN Hope @� Pp Y 172.0 / 7 HIE CW7RACMR. s' WOW TPKE WBf 14<,pi7 a Cwrunlssioa In 2019 WFA15 +r 7> �� / 9. ALL SHE CONSIRWMV SHALL COMPLY NIH 7HE NUM ANDMER DL'PAR?UWf Or PUBLIC KNIVY �1V11 Engineers _„ AID TF A(7L t"\ tS� STANDARDS mEY a'GW7 h~oo` 1 1=171.98 NI 145,47' G i0'o S� € RAp N O 10. CM79ACXW STEAL(BE RESPON,981E FOR REPAIR AND/AR RLALACEUPIT OF ANY FX$PNC CaY[YTE7E lrE7A1PTWG WALL ' 0 90LTED7.1130S MFPROMVEMS DAMACED OMNO CAYSTRWXW WA ARE NOT DESIt7NATO FAR DLI7CYIPON AND/ Lend Surveyors ry 1 .) Z OR REUOPAL HEREON.PAUACED NPROPEMEAUS SHALL BE REPAIRED To 7HE SA PSFACRAY aF THDR m0.sctll Calnea FEME R� W00 D 1 1 T7 Ex,DTalnage to 's tea, n RESP£CRVE ONNERS KKK to"NTH 1 7wr x h a 1 DECK be maintained ? 11. ANY INTENDED RE1WCN aF WE HARlZCW1A1 ANO/AR WRWAL LOCAYON OF NPROYEUDY7S 7U BE 1VCtland SCiuntlStS 54 NMr -�---�------ f O 4. y� CONSIRUCTE0 AS WOW HEREON STALL BE REVEN D AND APPROVED BY fNOAZER PMOR TO u CMQW?r RttcARP 1 21 \ 1 3.5 �C K Z� MFPLEVENTARaV. WFA14 ci ELEC. 2 57ggy 'MIL 7 v7 �''r 12 THE CaV7RACTW&WALL BE RESFDNS76W FAY NECOAV80 HOR77OYrA1 AND PERrrQ MEASURLMMU SNOW Slal'AGEmin 172.9 METER xFRA E =145.45' e9� FAR ALL SUBSURFACE SrRUVWRES THIS INFOYMA NON STALL BE REPORTED TO 7NE ENG(NEER. .232a SaOr aEVArKW =W�00 3 _ 168 3 1&5 CE711xE STREET.DAW4rR$ILA 01923 st ( ROOF 8"py'C+"- rn CR4 AAD urn EPLANNOTES VOICE(975)777-3050,MAIM 774-TRIO ¢ L'pN Pat' DRAIN RST 11 6" , R= 9.59' -�1 WYNBJWANCOC ,MA SCW FL,_1753050)L RRpop0 573.3 1? ➢ L LOCARCWS 061 EAISRNC UAVER ROUNO UPUDES S7RUCRaYS YSiLUS SNONN Hf.72E0N ARE ® -,rww MA.W1a r DRAT 7 s� tat .3(CL /S ® ,UAAyAxE €AlAl7 OF 200'RIVERPRONF AREA 1 y „1 270 17a.4 6„� € + '}R GH) r� APPROXIVA7E ONLY ALL UNUrx5108S1RVCRAYS *7rWS MAY NOT BE SNOW CAY7RAC70R WALL 10 I 1 3.5 Jr75,32 GRAB 172,7 a n r ygFp1 BE REWONWLE FOR LOCARNO AND PRO7E0ANG ALL UNVERWOUNO scr saxv wAw1E awatro I AjA ! ;e UNLINES/L�5717!/CNOYS/5YS7EAIS murnlL77 OR NOT SHOW HD?EON. $MCAu "ODWtdS7REAA1 f7 ,2 1 7 n T I 2, UM.ESS OIHLRNLSE SHOW.ALL A£W URURES SHALL 8E UNOERGROWi 9 b1�1 .X MY E'LLYAROYS SWORN FOR NEW STRUCTURES ARE APPROMAIATF AND ARE PROW90 70 ASSIST ti -OOP Pa0'Rtsm rRowr aESOray�AREA DEFENDER" WA13 1 1 R2 (BURNED) CONTRACTOR WITH MATERIAL rAKEAFFS FINISH RIM ELEVARAYS SHOULD MATCH PAhE bYr,WADING PzmrY NAtarAr ts94 .13 �1 A' OR LANDSCAPING UNLESS SYaRG&LY INNCATED OIHFRW5E � LbWr CF OPVD9�YO MCTA7m 11crIANo I t 173 82 `` r 7, R 7 4. WHERE EVSNNO V?7UrY UNES/STRUClURES ARE TO BE W FIMAY£N DOW/ABANXMYD, WFA2 WNr RAO NUUBER WTA12 �S'v,'F y n. I �. UNF415MVCWRES WALL 8E PLUGGED/CAPPEp1"LLED!N ACCOWANC£WIN D11!/LA 96OVREUDY15: e uwr cr'fo0-FtaOr Ne71ANO avFJw zavE MM-173.55E 10 1/4.O¢ x TRA53'i 5. stRUCTURE DErms FROA1 1NDEPL'ND£NT VENDORS ARE CAVSTANRY CWANGM.PRIOR W INV-171.47 IN .� 173.82x N• I ,a TORAGE 6€1 1 2 WFB3 C057WOl M; 7HE CONTRAGMiff SHALL WR7FY TNAr DETAILS SHOWN AMAMM CURRENT DETAILS --'-•�"'"-'•W Lwr or RS-FOOT NO"SAM B(NTFR zQtii' INN=1fi9.860U7 1" - ! £ NC. l 7�11%1% PR0 ANE 1 AND SPE67Ra4 RAYS FROW IEINDOWS `7 ---- Isar tK.Sa-Fc>7r x0 etA10 etv17R zax WFA11 I I- `" 1 WALK RAMP I ( rA��g WOOD GU D 6. CON7RACTOF SHALL AYSTALL ALL PARKING AREAS AND W4JXW4M IN ACCORDANCE WITH APPLICABLE LW I T O I� � \ ! 1735=RAIL mWFD4 ADA AND MAAB REOUIREU£NM INCLUDING BUT NOT UMITE'D rO DI£FGYLOWINaGF1 -174 }.1,�} i a' HANDICAPPED SPACES AND 57RIPED AREA SLOPES SHALL Nor EXCEED 2X 1Al ANY DIR£CRON. I HANDICAPPED RAMPS SHALL NOT EXCEED BX FOR A MAXIMUM WR77CAL DISTANCE OF 6 INCHES 9 V. 47 114. ' T. CO I lit I &PEWALNS SHALL NAVE A MAXMUM SLOPE 1N rHE PA 7H OF 7RA WL OF 5X AND A MAXIMUM r` 4• p CROSS SLOPE OF 2X CONTRACTOR SHOULD NOT LAI Mr SLOPES EXCEEDING A"AND 1.5X WFA1O 8 TM I w ` ( x173.56 I SrATtOH 174.4 i � z RFSPECRPELY TO ALLOW FOR CLVNS7RUCNAV TOLERANCES IF THE COV7RACM DEACHMWE3 WA EA ETIE T \ 171,i I I HO THE REDUIR£D SLOPES CANNOT BE ACHIEVED, THE CON 7RACFOR SHALL BE RE57'ONS/B7£FAR fit ma fR 1LR SOON proposed � I Uy a' "' �0 78 !,; t n REPARPNC 7HE 1NFORMAPON TO THE ENC'NEER FOR RESOLURON. DrainBDe 0pgradB s 3_ �� o I)I 4 Y ;1.a ALL PROPOSED W A`'VERDCAL CURB UEVAPONS ARE 6'ABOVE WE BOTTOM OF CURB UNLESS 0 GUARD RAIL aT 7NERWlSL'SWONN. I Wo 1 I Z NHL7TE NEW PA'ANC MEErs EA Sava PA wma MEET mic ANo CYIADE OF EXISNNC Firm NEW PAWmrl SHED \ lit,)7 W z� 9. A LOCA NAYS WERE EMSRNG PAWVDYr ABUTS NEW CONS7R ORM,, 7HE EDGE Cis'THE EXISTING .. X WFA9 1 BITUMINOUS 1 =174.15 � i t,) 167.18 c PA mwnvr_HALL BE SARI:Y7T TO A CLEAN, SMOO7H EVW.. l: la EXCAVA NON R£OWRED MAN PROMLBTY OF D7SPNG UPUTY UNES SHALL W DONE BY HAND. -.ON ', .X. -_S. EXISTING SaL 7ESTDA7A RIM-773.T5 W A PARKING Or Fyn 11 I CONC. G I I �NO 9U>(,A m CONNACMR SHALL REPAIR ANY DAIUC£W E.S WO UNUTY LINES A4 STRUCTURES TN WRED GRADE EPALUA7ax d4A",t Pa'AKsWO4 nr SE INV-172.32 OUT ' 1 'AD 1111 -4 DURING CO SMOPON OFFKAPOVS Ar ND ADDfNAYAL COST m THE owm.. R0. BY APP DATE 1541E/REMSON DMIPTON \ hWXOW ASS0CM rrs I• '" 3.A� - n k73. I t 11I ➢ 11. COMRACTM WAIL PFR1FY ALL PROPOSED TpP OF CURB ELEVATIONS BEFORE PROCE£WNO Min ANY '.. WFAB I 7 N4' r6 1 . 4 4,30 05 I t l MID CONS7RU(7flW AND AD PIS£ENE ENC7NER OF ANY DISCREPANCY WNIC7 ATAY IMPACT DE3W. OAIr 10 30 20 p&Slf t H7 D C a-.b' V[rLYLpUWY suo G1>e�'ts JRY N rtAta `. 1 3, q v 1 4.03� fl=r4.3 my t !1SWA1 Ali�1/AVE:LOAM AND 51X,STMEV AREAS NOT� OAM AND SLLD AS5710Wt51VFRfO W1H PA"ENT C AY f fANOSCAPE PLANSSOY AS ULg7 RPPRYP.WY: 1 =DLC CHE[x BY:: TR ESS p� at 9MIULYSAom)' n1M 11 rIAX 7 J \M N c,t 74.10 81T. 4NCi� r DIRECTED BY WE ENCYNEER n a7lL TA 77ON BAl9NJEA9 je-At• rLt CrtA1ulYSAtDY law MgWS � �r74y 1.L ALL UNDERWOUND SIRUGFURES AND UPUILES'SNALt BF CAPA8LE OF W7HSrAND/NC H2O IfNEE1 1a�mWs.r PrAr HfR7 , a+ 73.55 173. 173.66 '` V I V 185.8 LOADS CROSS SE'C7707V rrEr a aB'AmaIYOLD 1 ERAM7 SUrFAtY �s ! SCALED RECORD 14, TN£CAi7RACM SHALL 0EW VERIFY ENE L004770. .SIZE;1NVERrs AND r7PES aF EMSTWO PIPES �T NOT TO SCALE +ua"+�PVrarl0, 4Y A6 G / tocnnati F SUW AT ALL PROPOSED POWTS W CONNECNOV PRICK r0 ORODWO MA1217r'ALS WNLRE AN EMSPNG GRADING 1.T] A DT,,T�y AND ,Ipy , , 173'42 of CON073. 173£S25 173.89 ^1 t i 0� 07 fain ODSERVmT UW7Y IS FOWD TO CONFLICT WrrH THE PRA°OSW WORK" ME LOC4770H £LEVAPOY AND Va 01 l.J 11 A I G ,wrtaw WFA5 75,5p V? +3• Invumed Paved WE"UNL7rY SHALL BE ACCVRA7ELY DEfERW4Vr0 1WrYOUT OCLA r AFRO AAWhUNAL COST BY THE A-P4' aeAWu,Y50aYEMtt r. s V CAYNACrW,,AND 7HE INFaWA770V FURN5NE0 IN RRIRNG TO THE OWER`.;REPRESENrAPV£FR? DRAINAGE 24-m. ILL amf,LYSNOylaw rm NPUfr6Y19fbEJ%Aum3 1W74 IPr 1740 area 1 ti O i TN£RLSDLUROV AF 7NE CAYf1JCr 81--E1' c tcuur sA1® CQi17<ES I +a ^y x x \ 1770' m. SJL r FENCE AND 77R HAY8ALE5 SHOWN HEREON SHALL 8£hYSTALL£D DLFARE EAR7H x9mRBANCE 61--�• pAY n =� / PLAN NO R 02/' WFA1 14FA2 WFA3 ., 173.6 tag 73.70 sras i n' Cx:CY7R3 N11N1N BUFFER ZAVF,AND SYfALL St77Vt-AS JH£LIMIT OF NCVPX. WFA4 + 05057-1 i n 18, ALL PANTS al'CaYSTRUCRON ECRESSOR INGRESS SHALL 17E UMVTAINED TO PREVENT TRACKING CR '. 5 RISERS GRASS L A \ f owo OF SLDIVENr ON TO PUBLIC ROADS _� 7123" 173.8 1 3 2 ELEVATION BENCH MARKS �; Dlr. Rc. i�µ 173.7 R=174.2 _ c1 1547-1 R�fILATA9YNOTE3 �/772.3x 4 DAI WAY t' 1^ SEWERLIhT POSSBL ,k _______________ I`Ot gA1O 0c1'�"}p 1j�'"" x �! 1 S str/2 tV1T k c�t0+ 1, CON 7RACIL4Y SHALL CON rACY 171C-5AFE'FLW AN UNULHCROV/ND URUIY AIARKg1C AT Bll AT LEAST rem n akenr,au-se,w,- ♦ oATt1M: r1.c.v.D. of 192s (SEE NOTE 3 PH 1994 17 7 CRASS T K 171,7 174,14 i 174.4 72 HOURS PRIOR TO THE COVMEN"6VT OF ANY OWK. -AC AV ea O �r'creCC TAN 17 96 4 113.6 o%f2'WAirR �S7A'~ GRASS 9. CONAY40WR WAU MAKE HI145LLF AWARE Cr ALL CCWSTRUCPAV RFWREMEN7% CONNnOVS AND DWG: 21942 SPA.dw NO. DESCRIPTION ELEV. 175.011 LLVITAWNS IMPOSED BY PERM175 AND APPROVALS 15WEO BY REGULATORY AUMORtAIS PRIOR 70 THE ^� L SPIKE SET - 44 WARORAIL POST - 1.O'A,G. 174.18, 0 10 20 40 60 172.90 S 173.63 173,94 174.28 174,57 1 COMML7dnWnVr OF ANY KWX CAVTRACTCR SHALL C0ARf1/NA rE AND OBTAIN ALL CaVSTRUCRaY LAYOUT: C1 (V BIT. DGNG. SALEM TURNPIKE I_ 'I ROUTE 'I4} �;�I Dlr. CONC. POW IS,r COMMU0770V ACNNPES.SHAICONFORM 70?W RULES AW REfWLAPOVS AF THE OCCUPARAVAL SHLLT: 1 OF 2 ._.S '� SAFETY AND REAL 7N A4,VWS7RA RON fOSWA 21942 3, GRAPHIC SCALE. 1 INCH=20€EEr pROJEC7 ND.: V 1 TOP RAIL PM TIE MRLs CAN37117!l IM KEY MOTE& .PARW(NJ_SUMAM)2 TERMINAL TOP RAIL 0 E24RES 0 15"CENTERS (NorA&tWY NOpmsrArAmxj P057 CENTERS LINE POST rasrt? � AYUAar� £--t7577NG PARKING L12UNT !9 SriAC£5 1 / PRLI.OSW PARKING COUN7i 28 SPACES STRETCHER REWIRED PARKING! !SPACE PER JOD SQ 1 �7 BAH 2 �r �IYnr�aae REIAAAAlC Jr- MP#'wAlLaI78.A / FT. •5,7D0 SR Fr. a f9 5PAGES #A 2 1 0 J/8 IN. DIA. TRUSS ROD s n. Rm ALL P05T8 3 INSTALL C S7FP3 70)W OF NAPIN ANDOWR,MA ARE 7'^a'MML SEOWN 195-95 SALEMJ' HOOK BOt.TS 4 rAcc e'RNn,• PnrYt�vLraxwANrarspt pAR&Lf1&'AX 8'X 22' TURNPIKE ' f •' Au p'[YF `' NNDICAPP£D VAN SPACE 9'X f8' J LOT 148 NANDLCAPPED CAR SPACE'b'9'X IS' 42'WIN. L BRACE RAIL 59"LEN. �,. 5 TALL ooLsxr B'w0.C./1E'!-1flP fr17PE GrirPARr OE9f7A 35,113�f S.F•.. CONCRETE NOTE: EJN£POST5MAY 6 I�.fusnNaswsr,mr -suw&aamor6,crLaw 2.1651f ACRES North Andover,Massachusctis01845 BE DRNE SLf TO 40" MIN. d•sE� ROUND T 1-a•...� -� �+- 10'WIN.0iL t3ELOW GRADE AND CONCRETE w/APIXIT omwr£D, 7 xuau rrn Lr ranwL x usA a MAY axr r ji Ia rt.wac OCLCW 1 7XFE71 WTAA68 137H A;W MAR91 Imm m ASSE 1 CHAIN LINK FENCE"' '""PAA LIYGGL n_�GALVANIZED MAP LOT CROSS SEC710N g RRE rAU sxnrcn7rsaLARvsAOWMvr ro woao A?San pARI7FO(COL NOT TO SCALE ;r i DY owNER) , 107A 148 0 LL 778.J 10 rAUre'IWs10WGlxrarelrPAweW10r. K V4FA24 F �.•J,,,r FW12"SRfA FACL"LA L34ANI7E CYIR9, moral f7Nl571 .?1; ].D' "^"` 6• fVLL M10RrARED.KA'N75(AlXD TYPE" WFA27 EL. 175.J '. i; S£ �NIN SA)fxWW WA0£ ,1 G71 LL1VOrE7E'&vAwt7P a1a[YC AY 1NE'fL10E'a'fAp!PAsaNC SPOT(rYF.} WFA25 PFIIEPARED FOR 'A.TD 2 ?1n Fo YSFA26 vl'Ic FM79i SZWACC i •+ 1 L AelrAav Ex s7mc eT4eavrG WFA23 DAVID CREX RETAINING WAIL ;�:rl., �`,'•. .b;- UNTREATED biAz COURSE E]E BASE' •..;,-;+ .• - •,,3',"0'°,•°, CWPACIFO TD 95X PER ,',A iE E7trSttNO CCK'lAWU , WEA25 , �{ "o SAMP S ON ASAI D-1557. Sfk-PAl£ ..:i"tJ id 9:0• b� , • ;•-r" .uEvr sP£ nw Fcw AA..COW-IT AIAT V U) 14 s4NCYlr AI,®uAral ro cnsYxtc PA4EYtlJY. WOODED EL. 17,Y JG JOOG P.. 100 WFA20 14" 4ZAf£Nr SUBCYTAO£CcWPACTED 4 \ CONGBEJE 'U� 70 95X PER AS7M I TAIL two QeWIF p/Ra WFA22 KFAF9 + 51 Elliot street CONCR=RETAINING WALL SLOPED GRANITE CURB yFA18 'OD I)BFkVCCS,Massachusetts 03423 CROSS SEC770N 16 ow s7Ati rr AVD(e)s 1/2 CAtltEle TREES(TYP.! 6" NOT TO SCALE NOT 5ECAUr WFA21 x ndy� NOT TO SCALE rl- PAR>•EA�s7RPE(nrR � vrFn31 BOLL4RD Tr Mt?\7 GVARD RA4 717 RFVAN AO RVST LVtM XW AS R2r" a A c TYP. CROSS SECTION 11171`I C O CIl WA16 WrA17 V /• ` NOT TO SCALE y� �' ASSOCIATES rA a1£PARKING' POST AIMWITV 19 ovANo HAa. J�o, $P4, ODOR. t V WOODED NFA32 . ..(rYP) i1 GLr'E5.4aLE PARKING'S7cM(TrP) 0 s3l7cvr Any uA7t7l Ebslxrc ctiavaaErE rA wrc 2� (rrP.7 S a.64B CflT �CY.4eR CUT 21 mmRIP RAP rn srxprokEa Q-,�" lVFAF5 '� 1/. / 2 Civil Engineers Z4^ / svaw Smarr �° Propasecl work prevfousfy f / G x ttP RAP~�x `o ery Land Surveyors �0 ILt. // � C, O,TUA4Al�IS $ approved by ConsaODn ,� z ecYaPErE ©Q}S/Aq PAk£7IXT 1i71RTIAX Commisslon in 2019 WOODED +9 0/ Welland SClendsts PAV6LOYr k �` DECK 4"NfDE PAINTED NNl7£ 5 r P1 "'• .., NFA14 2 12 STggY 52.6'„ c LAVE snra3'NG(rm) ?;' ' .> ., 9�p $ ryvoDD v185 (�s7aj£7sn Aso rAz(s'raji7e-leis i't1 d�•..Y::s'>;.}'. iI 1 1RST 8" o rmil WhWYANCOOCASSOCIATES.COu a'10 EIm 0°' :.4.r�>i iu�`:•`>��s,�'d•`' fL.=x37F SDfi 173.3 n PAR G SPACE J,D" , 3 + :1,:i ti'' LJI11T OF 2O0'RIV£RPRONT AREA k r a AS 77267 a WF67 xa ,;:.. 5.0 JJJ VAN A0�S98LE SPACE n.,,• A13 I w smcx VAX 44 B2 ri4" ACT£59'Bi.E PARK4'G SaACF , 6' '75.0 o?E�' WFA12 45'i: Ri 1.MA.tlMUM SL0°£2X AM NY A'RrOmy.. 1. BUMPER BLOCKS TO or SET AT EACH PERIGElm rM - �x TR SH r 2 1WA7E SVW WWN 10 Fr OF ACGE55781E EPACF. PARNZAV SPA CZ-WHW CURBING!S NOT TO RE Y, STORAGE WEsa J PRONDE N ACti'E'SYAC CVRB CYIY Ar EACYI AC1 S5 AlSr£BE7tl££7r ACL^E3578EL'SPACES INSTALLED&ELS'£IwlLR£AS S1OJW 0Y DNAWNGS I CONm qR f0/30/20 2. OSE 40001B.AIR ENrNAINLD GaViPh•TF WFAti * / WALK/Il P o 2�RppgqNE RuM WFB4 ACCESSIBLE PARKING STALL DETAIL (� CO➢YC.BUMPER�tACK 1 © (3r M TAnall NOT TO SCALE Nor T°$xALr N i Pump 81 co C. g o 1 2A't N 710 A.PPLYfUll C10t47TACr WFA10 1 3 t ® sTA STATINT CIX/RSE rNILWNESS TA a(COAT AT UNT CWPA0770H REIXlIRQ/£NT 1 1/Z'TC!° ,4-••�., 7mr PER AA-r..t'•' „w: SYTO 7746 SEE NOTC 1 • wowf9 8'! 2 1f1"8/Afl7ER •V'.'•.�..". IESrP£R AA9YT0 T76G 3££NO7E(J GUARD RAE Ia't \ p AS lob•• ' •o;Y• bI" WFA4 l ( BITUMINOUS 6'BASE c�; •; , 95X TEST PER AS7M D-ld57 PARKING , BI1�.0 M e .°e LOT G Ln NO. BY APP DATE ISSOEA"90N DESGRPDON .p •Q EA , Q�„•i �` ---- ash 'U'� D 0A1T: 10 JD 20 Dk ON BY 9LC 6'SWASE- ,ate 'O�,• :�Od•6�. . 95X� TEST PM ASM 0-1557 WFA6 ( P5 . 19 I�* SCAte; 1"= 20' URA"HN TJR JA n•r \ ` pAPPRVD,BY: OLG I CRECK a £SS swA81E SM4CiPAOF 95X 7EST PLR ASTM D-1557 14 , y]',, Proposed WA-1 spacoswal Parking '.. (If cavpAcr rO 7EST AIMAGE CF 95X 12.5X WFA6 OD LAYOUT AND BIT M AVY0,1I.4OME647E W A5 13 4 sfi. C C. 17 9't MA R7PIAL 9'ECYRCA nm 04 PAR VcXE vzr N - MATERIALS wo MAX 11.0 70a-BInImNow CAVeliVr CLASSM TYPE1-1 1/2 DHSS WFA1 W�A2 WFA3 15 2VA B9WER-8llUAlAYCY7S C04CWE!£ aASS JA nPF 1-1 1 .7 0.01.G. 3St).t30' WFA4 �� 11F�)FLUSSHH PLAN 75.00 BASE-DENSL'•6RADW CRUSHED SWRE MIIlD M2O1.7 1 1/2 NOTE 4 f BIT. NC, I wr wm on.a emn usr a" SWBASr--GRAK£C RWROW A7ND"I.cue TYPE C 2 SZ' 9Y,er Of FW NOTES AND LEWM GRA55 / DRI WAY a 16 11 T•rtae,u2:.,•.u,.a-aa°.e-.,a,..�o.n 0 10 20 40 80 -AV-EH}984 AD �� 14 GRASS DWG: 21942 SP4.dW LAYOUT., Gz BJTUM/NOtJS CONCRETE PAVEMENT rV'1 NOT TO SCALE GRAPHIC SCALE: I INCH a 20 FEEY BIT.CONC. S SALEM. . TURNPIKE #ROUTE.114) BIT.Como. SHEET: 2 Dr 2 _. ._ _. _..."._......... m. PROJECT NO.: 21942 ,