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Home My WebLink About2020-01-27 Permit Site Plan SPR 11x17 ` ' � PERMIT SITE PLAN Chick-ering Road,Route 125 PERMIT SITE PLAN North Andover,Massachuscus 01845 MAP BLOCK LOT CHICKERING ROAD THE TRUSTEES OF RESERVATIONS Route 125 Boston,Massachusetts 02110 North Andover, MA HANCOCK ASSOCIATES nc- Civil Engineers Land Surveyors Wetland Scientists 1p sli- 114 WE TRUSTEES OF RESERVA77ONS SCALE. AS SVOW11ADRAMi BY.. TJR/RCT � ^ TITI-E SHEET IN � ^ | / i | qr 13J 9J� TEMPORARY BENCHMARK CHART - e- T.B.dI.g OESCRIPT7Oi1 ELEVATfO:J `•\ '�/l Z /// 0 FOOT HIDE ` q05-' 28.80' OLIR EAS'110,I` 1>-rFnJp aL _ _. �`� \�� ' �OJF,PACE 376 --2f5--FINE FOOT CO,YTOJ H j, x-MARK ON Hro.RANr BOLT 209.83 // V h 0 ` z c,t r, / /'1 5 �\ r r\ �(--��t> +209.9 SPOT ELE VA volt O o f ryp' r _--"•�._-fl r;`� / ! ' ql \. � m-vvvvvvvi TREE"", D x-A+ARIs O�"f rrro,RalJT eOLr 221.44 r ` V •1 �� 1-�\ <, m"rm'r'rr1}2'O£TAPVT UNE a i 1'�1 7/''{ \q4 1>/ C I\ \ ,--- \\ \\ 1. THE TOPOGRAPHY, SITE DETAIL&5URFA.CE A-FRONFe1£NTS DEFICTEO HEREON SS'ERE -WRE FENCE z r!4 t f % S �Ll D j / !/NDINj FORAfERLY� i ODTAhNED FROM AN AERIAL LDAR SURLEY CO:DUCTED BY Af£RrAIAN ASSOCfA TE5,P:C � o ,_/ / /GA V ISDOD (11A1)ON NOvuaER 4 2018 ANO AN lNSTRUVENT SURLEY CONDUCtlD a4 RIE CNAU;UIIX FENCE" o t MAC NAIL IN UBUrY POLE 221.10 f I /� ) 'G 63 4 _ GROif,4'0 eY 7'ORTNfR7!SURVEY ENC�7:E£RfFJG;LLC BETIVEF1r JfD1EM8ER 19-OECENBER �'STOfJLyvAL1 1 /'JA9 46,COT 91 ` ......_,__ j `j/11 •% t�'f` '�4��}` • � 53R ,•a C•i 1 IJ6�r�LbDtaLO,PAGE S \y 14.2018 CRA VJ 2n X-MARK O:r HYf7RA!!T BOLT 2NE 19.22 j -_---r y 7:1✓ } 205�7 7 1\ /!' LACF LANE 2, THE SUBJECT PROPERTY JS LOCATED Pf 20,YE RES:OE7lRAi 3. BRICK LOWS MAl?• �--r -=v"' /' J-�,r'-�� \♦r AS5ESE04•S NAP 5s. BUILD.'Nc OVERrrArlc_ sJ� ------ Nor TO SCAiF (SEE NOTE 6) /% _ 10 C.B FIND y 2 B -�1 Jr3 THE EIJR,+£CT PROPERTY!s DEPiCIEO As Lars a. I7,z0,&2r ON TO:};1 OF r10RTJt ( ) V 4. RrEfDOCATf07rEe E0F ALL UNDCR6 COTS 12, IJ, 14, &17 O/I TOYN OF NORTH AffDOSER - —Z—-JNIERIOR LOT LINE DNA'---OVEITREAO RAW D-.."... OBSCRWD 5BW Lr.'!E e ROUND UTVI ES SHO&I ARE APPROXIMA rE AND ARE S ODSER}ED StlSER UNE 4 0 BASED W'GN A PAR IIAL FIELD 5URNE'Y AND COVALAnaV OF PLANS OF RECORD. TERNClUS UNKNO11:1 1Jp1Y R F hiERiY 1 \ AlER1D1AfJ ASSOCIATES,INC.DOL'S NOT WARRAJJTY NOR OUARAN!££THE LOCARON OF (57 SEIYrR AMPIOLE- t S \ \ (� DRAW 11ANf IDLE r// /\ l♦ \f },ClrACL RNA ALL UnUnES DEPICTED OR NOT DEPICTED. THE CONTRACT96,PRIOR TO x DQGA� V' L \-� • �F 1 06.7 (( .� \ gE \ tFl ELECTRIC MANUDLE y1\�0 `\ \� r// - \! o .,1,� 8O rA 1{t773,LPACC2}94 I CO.VT CrT DJGJISAFE A�is eed J094 72 JLRlFY T7fE LOCAIIU.Y OF ALL URUDEs AND CATCH BASN J� oLD Vt{a GE I✓(NE 0 DOANSPOUr <.•y 0 A -� - q}0�j �U , I' r"`�, `� ! 5. THIS PLAN ODES NOT SNOW ANY JJI:RECOROEO OR UIJ$R "N EASENCNIS HH.'CH NAYtX�Sr OO HYDRANT V' Grp \ APPA A L WS'6lALTLE AflD D9J E LA A, HO?T l?, 8E£IJ MADE rO CWTSIbETE A OAS TRITER /(1 + r GUARANr1T. 515AT USES OF THE EASEMENTS HOYrkIrCR, THIS DOES NOT CO^15 ATUTe A ® ELECTRIC NE7rR --�jy GUARANTEE' 7JIAY NO 5UCrf CASEMENTS EXIST. 0 WHY rj UVLrTY POLE 20r�3.6 �JI9.2 r J. - �♦Y Er ��r I/� � 6. THE ELEYAP0�Y5 AEPrCTED NEREO,Y LIRE 8A5*-D ON THE NDR7rr AMERICAN 4eRTICAL UETIN ELECTRIC xA71DHOLE (1yJ-1 -F.S i^\!/\j ` `� f`1 V OAIUJA UP r988 f11A19 88J,AS DER11'ED FR0.4r GPS OBSERVARD:JS CHN HAh'DHOLC ulna NAEVOx / ma's.�!L f l i ! Z PROP£RFY(1,WS OFF(CF10 HEREON ARC CIAS.'D ON COMPILED OEFDS AND PLANS OF � BOLLARD ' +209.2� .�- �_. 1 ram` RECORD. THIS PLAT!IS Nor TO BE USED fOR VIE RECONSTRUCn0;1 OF BOUNDARY Q_ S109p Y,217-�` 1/ /'�Zy�I J/ i�'): (J (1[,y? �a \l' \� 11ON 0 fORd!ERLY \ 1frfE5 OR FOR TIRE INSURANCE PURPOSES.ALL OW1rDARY U1JE5 DEPICTED ARE DECIDUDUS TREE �f��ttsaa �~ ' p\ 1 ``YCTOR FIEURY L APPROMIATF ONLY,WI D.'O NOT PERF04A1 A OOVNOARY RETRACEI/ENT SURi2Y, S / 7(AP 447 93 COf:;FEROJIS TREE IEL j� / j r1/•• /\ _ z /"n /J BOO.Y 5554,(AG /68 B. THE SUBJECT PREMISES IS LOCATED IN WE FOLLOA!NG FLOOD ZONES PER FLVA FLOOD £CLING li/ S\ �,11--^♦ V ° 114 OOCD_4SLLI CF Y.E PISURANCE HATE MAP NUA+BER 25909CO236F DATED.VLY J,2n)2 SWf <5 / 4 '1rl.5 J I - [7 STONE 80U,'r0 DRILL HOLE x a �/ 1 • ROOD ZONE X(UNSHADED),AREAS DE TERVINE0 TO BE O'JTS:DE INE 0.29 00H DRILL HOLE / / ` // ! 1 S ANWAL CHALKY F1000PLAW o1P fRU'4 PIPE ij 1/�r i�l y3/ //J /n.�-1 17y, //r ' T +2d1.51 ��` ( Gi l( DNR IR L LADLE \-1[ OH END �` JOW6?FOR11E1I`J�.Y �' fop EDGE OF PAWAENT r"-� r ! 1 F/ ter h♦ �"� \ % '',1/ f�l - ` -.y 4/i,E7FRCY S.FRE7(L"E�`.J 1�� ` EOW tDCr OF sSAT£R /�-/ %/ / -^•.21- / /� ( f^\ - �_, ] /!hranl46,Eor 94 I LOT 15 BASED ON T041V MEERNG MINUTES FFE r7llrsHED FLOOR ELEVARO. �JO S1A7,PAGE"274 I V/ _ LLL 0� f-RU1,! 19J7 1007E SUAII,lARY OF ART7CLF 20 r'Gf fINISHFO GARAGE FLDGq 1 ♦ J00 OLO VLLACE LANE\ , J,YV RAERT 1-1.Je f `-- fir- ( °j" _ + _v d FR01J, TUitN OF NOf27N ANAOiER. .11 I \2r,.i. rr 1•A<Fn'D 2 20• ,�w Ls lANbsL'AP£ T� I73tp I + F \� y / \w 4♦ y� r IP 1RW P;PE - �f �./ \D9.at%?74'. -•..� €. 4 rJ \ )22 2 •*.I.,_ 12)r•`+� 0/ J- 913-\ „^\ ( pC4S0ti e J J J IT? f,4OM ROD `Ll �� r� \` � 1 SBDN STONE BOUND OR LL HOLE P ` t ///1 zrJ. ^41 x +2tJ.9 �.\ \ fie=qm n ay A , THRESH I'MCAL � +214.s �OQ yhS ry�w i • ''I � •_r�2�6_�♦ ` S� \1 1 7-•- X2�i ; , ',�o j s , / 1 44 \ } •- ON 1' EPt,RJD v� ` .}�LJ.s /�-L / / ___/ /�. -'»♦ \ �� 4 l } } ` \ �1 + J A V /\ \ `` �• \� V .co. a O�4gtia$ �!`\��lOry7 [/ 2 �p 275.5 \ ,\ ! �� 1 1 r4.8 f 2�I 3+ i} L\ ` \ r j ato109 / a oQ �/ /^ ij 218 --tars e� FEE= +z 4.2 '� •.~� �. m°mb RECORD OMER: �/ t\ r // -_`l \� \ ,.' `\r F ti 156 6. i2 �ti 2I0ti / r -.�J l t �i `� ��♦!Y� C�10{ � IT V" ]}!E'7RUSIEFS OF RESERVA DO."JS Q r PART \ \ . SOT AREA' i °w Lg�t' `•L 5 ya an°FLcOORIReFr r \ `'\ *zrl.z 1"IPF.D fjm� �e y�s3�° ) a C i l ` \ r - 1 DO 4 55,*pAtlti z9J ----y�� \ 0?YQ S �' \6 \ ��, ♦- r4.'y wJ - '+`�4 z).4 �' DNFnn- 9Js �' r r. l§ ewj , BosrOv,ArAa2rrb p�iveyw " 1 2ra5 ~.� mcpd9 NJ - -_\ - \ lv y2� -y 1``` L ♦ + J/ 211. .� 1 Dy.'Sy.h� //.wit BEFERENCES:. TF^yJY+ ` ! L ;rs wyQ p6 s\r\/�%��S♦ y'1t L'J ♦ ! �_ 1� z 2r5.4 ` I -" D s j •>P' h\ `\\\D 0hLv -1 /- r ` 1 r'\�-. `'` ♦ llf 7 ,n' j3 12",' 48 c> yy + �\ ?i ^a a•, 4, !� / �' ti ,1, - pwi d8522 1 t. �" eD9 oQ \ _ Purr vzd �2 5^ {2175 1 6• ~ 2f4.5 \ `�2t3,2 -! 1I2r0.2+ >� �5 D \�tiQe4, p '• \ + ! �,l 7 I v D PLAN,S ON f5" 217526.39 + yy I a 217o Ii \ �f"'h Q46'�' �J! C THE Es EX ON RECORD AC Q w y ♦, ` \ 1 r / I \ O}q yhg -� ` THE ESSEx J10Rni DISTRICT V ---��,2 ♦ \\ l' \, r ! 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SURFACE DEMARCATION NOR SUBSURFACE VVERlFICARON SHEET 2 OF 11 METERS O 20 40 8o 160 f1Y'G.71a. 6174_R£C_Fr'!AL-I.DIIC 6179 - I GENERAL NOTES I. a,VAr&WS W"NCRCW RVV?TU 1W HAnM 4WOEA WROA1 DARW Or 02A C PERMIT T A fY BMW MARKS MOM D oErNR1A9 vWPWNY SNAr @[REPOPRD O 7E e . )Nf7EN7C• YSracIE ANAH1W 0 � I a CmvmcroR 9PAU 1T/RHLW C1Yamuctto LAME a'&OWNG AA0 WE WWR EW N7S?M$*VNK f ` SITE 9MU BE PERTWYM BY A PRO7FSSTOVAL LAND RWWVW.. - G� P� V9 G�'¢a� pT f• SAFETY f TIC WAS CA Z�S�C?%W LEVIODS Alm aWM&a'MW SWAU BE RESI-GwsWUrr a+pa G�V PLAN G ' A ALL sr£CAVSIRU0ftW SWAU COMY WIN nr NWM AHDOHR DO'ARAIENF ar Piax MGPK \A�Q\Q$��\'¢ SIXATARDS A CONMAC7tM7.WALL BE RES-W.S&I FOR REPAP ANOAV RE V A1ODAWT CF ANY DOSPNB WPRDYEN£Nrs DAMAGED DURWO CtWSIRWPOY MAr AR£NOr MWArW nW DWoUROW AAO/OP RR70YA2 - 0 6 NEREtkI.ammaa a OHsaNlS SNAU BE R"A.�EO 7O RR's+nsvACIION a<7nm 'j PROPOSED mWonlr Mans � - ♦ FLARED-END SECTION j A ANY LV7FMOE0 NVM%S V or 7Hr HMZCNFAI AAW27OP WRWAL LOCARON OF WPROW&ONM TO WM1TH ASP-RAP - Chicketing Road,Route 125 W C"MUCIED As STOW HERFal s1ALL BE&'WKD AW APPROHD BYTAIwiR PRA4 a'°m' INV our=205.7' North Andover,Massachusetts 01845 mruxWdIXurAvr. - - a nRs PLAN rs wr M7ENOL'D To,Wow AN trya+DwD OUIIDR,'0 FouvaA nm Ofsat W9f71 M"IYOUDE WrA¢s AND MAL£UVA TAWS OF FOORN55 WAU9 AM SURAWACL � DN"Aa to AWE VVr NMOR ROP M0 SEE AROILTECTURAL ANDAW sMWMAL oRAWNCS PROPOSED ASSESSORS TREE 9 pRa'oSED&N-AW rWACA7AW CYNna WA170 AAD LOG IM ON nE 107 AS SHOW AW CM'C FOAL t t' .LINE {2} I B" ADS V� 'l( e'p'01 ( ) DRAINAGE PIPES. �,� 4, MAP BLOCK LOT AND WALL BE r XMM As r0 C'a""ANCE W7N FINAL ARO'MOMR&PLANS AW ZM4VO aWWANCY3' (-: `( - �• PROZ rO LYws7NUCRW. - �7 L f L-30' \A TO n+E CDNTRACFOP SNAU BE Rf~SiL Ir MR RECAPD.NG HARIZONAC AND HRM&.VEASIVEOLNrs TO AU s=O.Gr Q0��F\ 92,ej�_` 54,46,4G 17,8,7 0,0,0 SU85LLRFACE'sIRUC7UR£S IMS mB'APMA nov 9Al[Bc RLWMLIED TO 7N£EHpNE£A, €a\ 0I1 ,P�' \.G G�• C4' TL.nMASH AND RfCM N6 CALEC7KW AREAS ARE LOCATM WOW WE OWIMCS - ��C � /'+ `O� NO �P�tV� PREPARED FOR 12.STAUMPO PARKMC SPACES ARE O'x ut; r1'F'cAl m?r MWVAYS ARE 27'M(OE /'3. e-r01°0 .v/ C tq 4\,P' HANWCAP PARxMC SPADES S6AU MITT ADA ATOU9"EMS 71 HE1LAlM LU75 W-.9re HERE DEUNE470 BY POWS4 ENNRONAOarAL a•HANCOGY ASWCYA I£S - 1 t V / 'yam 0�� .aY THE TRUSTEES !R ML DYER E'SiLX LC'(pIIYJ PREpARIDIX vpP liAdEPlK7nE'tR's firUNVA 55CCM7ES AA T7A j \ '+ 1, \-\� 0 r�k V, GRANG AND UTILITY PLAN NOTES L 1�� E{ --.` \ ° PROPOSED OUTLET CONTROL STRUCTURE OF ( 1500 CAL PRECAST CONCRETE TANK -{ I. twAnams or rMsm c U1 AwaRaw uwms1WS7RUcroWS/SYS7 ms SWw RDwCW AW F` �LL - S r' �\ \ '\ Iti WnFD FOR V-NOTCH WEIR AND !!(L\� LtlAYNOM/C AU U78/nEs/h2S7RUCnLY15JSY57f175 MAY NOT BE SNOM71 COWMAC7OP SNAU RE y�t nQ l _ ;. OUTLET CORINGS RESERVATIONS RE9'CWSBLr FOR LOCATING AAV PROYMM AU 0*fR07Wlm VfTUIk'S/A4SIRlm77QWS/S?'5llYS, �1 s(� {j ! >d / / \ \ — MIV-208.5' fir w.rpmP DP Nor woffm f rerm TRUSTEES C {/ - 9 - _ / / \ \ \ V-NOTCH MER(30 DEG.)0 206.5'. 1 F" (g CT$ 2 UNLESS OTNEROW SNOW4 ALL HEW UJIUMS MfAU Br VNOAYROUNA PUBLIC v' 1. 7 / \ \ 0 S(, �. 200 High Street,4tll Floor 1 + // \ INv our-2bs.o' 0 F' G a RAr ELEVAR Ws svOMN TAP NEw smDcr Lars ARE APPRoxwarE AND ARE pxoWtnED 7n As9sr WEtcsoWO j r o ' + %/ \\\ PRIOR TO `0� \0� pfo+ Q� /\� Boston,Massachusetts 02110 CYWTRACTO4 MIN YAIT'RIAL 7AKEORS FWlW FN n"AnONS StfaW MA7W PAMfl y ORAAND j e A \\\♦ CONSTRUCTION ION�Lt BASIN � ` pG �Q ��A+�pGv t��A AP JANDSCAPMO,L%WSS-WEMCAUY P&CA ILD 07HERWSE - - 5 V� - + / PROPOSED \ \ �� INFILTRATION \ \ YaM"WETLAND N f. 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Oi COMPACT STRUCTURE `� 1B' J2' 10' JO' [6J FOR FCYR10ANON STABLAZAROM USE 7 f CRUSHED SIOME Civil Engineers BACKna TD 95X t G005£NFpf •gyp o A 48'10 PER ASTM D-1557 T7AF R" � PRECAST REINFORCED ,7p• PIPE TRENCH Land Surveyors 1 - C PfR ruB/Nc CONCRETE END TYPICAL CROSS SEC77ON S b 4,000 ASf.PRECAST - ' y CONCRETE CONFORMLNC MANI f?I � ZpnAy NOT TO SCALE ASIM c-476,R£lTJFCWpNcA7 : PLAN zms - Wetland SCiel3lists U PER ASMJ A-}85 STOP(1J ` 2 OF,J/4 flNLSN GRADE - ALL XXVI BETIIE5M SWnM$: WATER MAIN CRUSHED STONE GRADE RINGS AND CASRNGS 3 SMALL BE SEALED WATFRWHr. ALL LIFT (1]WATER SMlf=LARCLR 17AN ONE A10V ARE TO BE DRY DUMPED SrON£WRAP EL 206.1 185 CENTRE STREET,BANNERS,ILA W925 a c. NIXES SHALL 8E GROUTED RESTRAINED TO MAIN µrR7 APPROVrO SADDLE R��B" PER MND M202.3 y fC OV 7N£IN90C AND OUTSIDE (21 COMAIN47f 8UKO'NC CMWFCROV WrH PLUM81NO DRAWN6S 6=9"DlA EL 2056 NIXCf[978}YTN-3050, CO TES.(97& 774-7816 µTIN NON-SHRINX Qwur :>;ii`•':( �' iS• ri"KA',HA!dCOCKA550C1A1E5.001k 3 TAKE Ar?/3 P/Pf DIAMETER WA 7FR SERVICE ..../�`• SEC770N A—A CD.(IPAC71'8 17lPRAP DUlLEr AARCW ORA WE BASE Nor rO SCALE TYPICAL PROFILE r 6' J'MAX A' MIN, CROIT AROUND PTPFS WN NOT TO SCALE �N 1ti o NOV-WRINK 6RWr 70 ti '°"xr sPIrNGLwF BRAIN OUTLET AND APRON OUTLET CONTROL S779CU77lRE TYPICAL OROSS SFCTION NOT TO SCALE l,, r RES21ENr COVNEcra4s PER ROW NOT TO SCALE ti J ASTA!C 97J 12� � �(''� (( �� MORTARED 89 6'OWN OF 2 t CRUSHED STONE ' TABLE&1NVLRT '° MTN. 0.2'DROP THROUGH MANHOLE SEC170N A—q UN0IS7VR8E9$011 OR SUBGRAD£ COMPACTED TO 95X PER AS'W ENSDNG D-1557 DRY DUMPEO GROUND 171 RR 17, EVSRNC G SEWER MANHOLE 1 3 /rSTOW RVa RAP FABRIC I.f-ptl 'wDUND TYPICAL CROSS SEC77ON } 1 A I C17fBOAL NOT TO 50ALL - 2<' n • f 1. 1 RREA�7Re£ !2' STONE ONAPHRAQIr y .I VARIES 6'NIGH OONSTRUCDON fFNCE ,icy i ,,,,,,,,,,,, ;" (AT SIOEWAN;OVLYJ •� - - STAKED 5'00 MAXIMUM µSTN S ROT IN 10/29/19 UW)SCAPE NE(n.CF1AI;GES A 4'LOAM&SEED 5_O".. ORIPUNE OF PRESSED METAL DRIVE STAKES 2 RC7 ,9' 10/6/19 PFER REVEW.CCNC!ENTS TREETREE HAND EXCAVATE M)hfiV)HIS ZONE: mw STAKE UNIT! REMOVAL OAK Y UPON APPROVAL I TJR ,P 9/8/l9 BRAWA:E§S+fE AE5'SdiS GRASS DRAINAGE SWALE R'J"REMAINS EXPOSED O LANDSCAPE ARCHH£CT STONE CHECK DAM INSTALL STAKE ti0 BY APP DATE ISgA/E'ASj0N OCSCRI?B04 NOT TO SCALE P£RPENDICUtAR TO E!"ATIAV DATE: 8 15 19 0{51GY BY: 7 tz'GWAFEL BORROW NOT TO SCALE SLOPE FACE �8 r SE£ RA ANALYSIS CONSTRl1CRAV FENCE OUTSIDE Of SCALE AS SnON5 BRAMN BY; T,ki Cr o.--, 1,, •` SM 51tE SIZE;•CCMPACf!N 6' CRITICAL ROORNC AREA OF TREE ApPRLrI.BY: ,� [HECK aY: OLC UFIS TO 95X]FSr PER ASlA!0-1557 �CD� AN ORI EP OF TREE R BE INSTALILO ON IS OF TREE PWERE ERFORMED. d 1 , COVSIR!lCROV IS TO 8E PLFFORMt71. o e a /�,,,• •"'� ,� �(,� ,°• STRAW WATIL£ _ _ AREA OR TREE }�%r/�/1�Y / ��%�i%T�'/?%hYi /./ 93T I£ ✓Nre RSJM D�557 5' 24'-0'X?D£GRAVEL DRIVEWAY 5' 7RENL7,'Stf by A 2-J'Df£P _ OR/PLR1O£OF pp0 or STORE ANY MACHINERY DUALS lRfE OR MA IETBALS µ JW)N AREA� �N THE 1TJVCE.DO NO DISCARD SLURRY OR CONSWOnON MA7FRIALS slew PERCENTPASSING WIRIN WATERSHED OF IR£ES J/4. too _ �DX N ANDOVER, MA TRff CALCULATE MAICAL R0077NG AREA' NO 4 12'GRA Vt2 S!/RFACY COURSE } AS 2.5 x 7RFF DlAMF7FR e!INCHES NO 4 5D-78 } ?' 3 =DIAMEIFR OF ROO77W AREA IN NO.8 37-67 - .._ •::. --_.' 3 .. - FEET,, OR 7HE MPUNE OF ME TREE NO. 40 13-35 4'LOAM AND SEED 5' S'-0" GYXMPAOIED QRA VEZ SEE CRASS INSTALL Ifl7H 18' 4Ax. (µHlCHfVER IS CRFAIEiRJ, WERE NO..200 4-15 SUBBASE S1YALf DETAIL OR 14; I:YI"µVOD SPACING FEAS761& GROUPS OF TREES + PLASWFr 1NDfX 4-11 4'LOAM ANO SEED STAKES SHOULD BF ENCLOSED TOCEINER. GRAVEL ACCESS ROAD D�Y'f.: T. O SPJ dw ACCESS ROAD CROSS SECTION STRA W WA 17LE/NSTALLA TION ewer Latour: D£r5 TYPICAL CROSS SEC17ON NOT TO SCALD NOT TO SCALE TREE N SHEET:r: s or s NOT SCALE rD S cA1F NOT TO SCALE O PROJECT No.: 22587 i GENERAL LEGEND GRAVEL DRIVEWAY ! J \ STONE DUST BOARDWALK(AT GRADE) LAWN 1 \\ 1 REINFORCED TURF FIRE LANE 1 � rmr«matSn a�V4 RAIN GARDEN J EXISTINGCMCKERINGROAp 24 mykd tlsmatitteestaFlra.lo9 Y 696.1na92D PERENNIAL GARDEN PLANT BED '""6"T.rs2sI�o EXISTING ROW \ ... ----- 26 25'WFTLAND NO-DISTURB ZONE 1 ' (CHICKERIN'G i€,�AD) \ \ �6 Trustees — — — 50'WETLAND NO-BUILD ZONE 1 ! / \1�r \ \ Stevens Co Streefidget Place �-- tOd WETLAND BUFFER ZONE J / Nor Andover Street J ' f��1�� \ \ 26 North Andover,MA 01845 1 ! ( \ \ Client - POLE LIGHT (OTY:18) 1` !/ / pea \ \ Trustees 200 High 1 1 ® \ Boston, Street IAA02110 ARCHITECTURAL DOWNUGF€T(OTY:7) j ;. 1 !/ / \ \ - 16M 642.7696 '. ® DOLLARD IOTY:39) Y @ \ \ Landscape Architect O GAS METER f l \ \ 119 Br Ktm Design Braintree 1uit '`I \ - Boston,MA 0213 4 Suits 103 © ELECTRIC METER 100WETLAND \ (617{782-9130 ',, OVIDE TWO(2)LED LANDSCAP f ,1 BUFFER ZONE \ UPLI S ATTRUSTEES ENTRY SIG @ \ \ - Architect WATER UTILRY REFER T IVC FOR SIGN LOCAriO !' \ �I f / Maryann Thompson Architects 741 Mt.Auburn Stmot Walorlown,MA 02472 NEWD ^!AYEN'TRAN E, PROPOSED CANOPY TREE, \ EXISTINGTREES f 0 GRADING WITHIN 100' +:: \ (617)7445k87 RE TO SREE 11 yy , } WETLAND REQUIRED ALL EXISTING NT MATERIAL WITHI R OF + PROPOSED CANOPY TREES GRADING IMPAC BE REMOVED.NEV'd TRY PLANTINGS TO R ATIVE MATERIAL NOT TO! + k - / PROPOSED EXCEED 24'IN HEIGHT,Pc RFCOIAMENDATI0N5 _ / FRO AFFICENGINFFFi CANOPYTREE, / . ' .,'� �IIi✓6 e PROPOSED EVERGREEN TREES p I- TYP PROPOSED SHRUBS (r !' ' \\� \ * / tiy� N� A� "✓ "O`Wq W i1f3(? fl,,Vi NOTE: \\ , ry4 ,� 1, REFER TO L200,L201 FOR GRADING. \ ,9 \ , -�EVERGREEN SCREEN 2. REFER TO L300,L301 FOR PLANTING. ! �,n �� \ ��.,\ \ b PLANTING ALONG/ 3. REFER TO D600 RASE ON PROPOSED IfGIiTINGLAYOUT.PHOTOMFTWC DY ! I!>< \ �EY.ISTINGTRF k1NE ��ry�AMplit I �9pill PARKING TNusrEEsrnaescrNUMertL:xwcc (91 SPOTS) MYKO PROJECT N'VMBER:5219 75%DESIGN DEVELOPMENT �Al DATE:Ie.79.'R919 REVISIONS: 04 EXISTING TREE UIJE 1 PEER nEVIily 10.'W19 \ 1 \Tz'PpLE LSot # + / 2 PERM(T SET ILY29119 r J I \\. \ \\ }` UG T,TYP , G14AVEL DRIVEWAY, � � 3 P. 1?JI0119 PARKING UO \\ \ �REFER10 CIVIL PLAN. FLUSH GHANITE CURB,TYP _y Oz 61 WIDE STONE DUST f I \ ! Lao1 PATHWAY scA1E:r=<a� 1 0 10 20 40 60 L101 DRA1YINa NAME: PERENN€AL GARDEN PLANT BED, TYP.PLANTING BY TRUSTEES LAYOUT AND t 1 ) - \. / �� -P b - �'' •t!�1 t - TREATMENT SWALEREFEO1 x Q3 MATERIALS PLAN ra CIVIL DRAWINGS j WOOD GRAVEL PARKINGW/' DECK EEL STOP{58SPOTS) • JJ I ( 1 IB D'TYPE `11}} � E l oo R9r.lbnn (POTS4VlAi)ASGKFI,�TYP L I 5 V }•'.1� oPAV.'Ir:O NUTABEFi: (2yirXla'aauAPARKING VA�i a ACCESS a1O�I o ff p p k :(sroW�ou"s vQ(l Vc, U TRASH 8 i l F�:ISTINGSTONEIYALLSTO REMOVALS.; $ P j t 1� REMAIN AND BEPROTECTEO 0 1 / A EVERGREEN SCREEN J i - GENERAL LEGEND �� — � \ \ PLANTING ALONG � 1 - \ EXISTING TREEeNE r,a4nr,ASPAc=-s Aa55Prces ' GRAVFt DRIVEWAY STONE DUST OVERFLQ4'�PARKING ror ., BOARDWALK(AT GRADE) \. \`.,., �\ (Bi SPOTS) FORrCCes�urv"PQ5is1O�`renty r:.�>c�•,e c°r ��-----�--�� \ / I LAWN ' x1� srorr DU sr PAiF.'A AY U REINFORCED TURF FIRE LANE \ �q \ '`,,j/ /. _ nn•IrDED e - 1 \ 6• \ / / laFj{GH it fA°PDSEe m'+San9lM Jest RAIN GARDEN \ \ A �\ + \ / / REFERr°crt k § endO�Yrra=E mykd nscra,mRe slxelro,10.1 PERENNIAL GARDEN PLANT BED ` 1 \ \/ vwsc� hP y ° STovEauSr Aon y^R]. ■^�LLiiiµrrrA uasv.nawlal 5 d I.CCESS fJiLE �61 T.T819130 VIKEL STOP,rW y{r rr..a-.d+r imp., ',ten - LLOSR am-111E ------ 2V WETLAND NO-DISTURB ZONE 2'POLE EXISTiNGTREE LINE REou.w - � - cuss,lw. 11 f1m,.P13,nY. R24 --r.£A lsrr ADA• AaA oApr)1G a m {zlnxlaxoA Trustees- -- — — 59 WETLAND NO-BUILD ZONE L16W TYP L5D3 \` + / rwsrmT� PFs'rt�G Pk4U� VWO.rvR I=AP�r,°x1AOA Is>Irxlar�r nVar our v cnlhv3 0UPnq LO EO sl;r1 Slevens Coolidge Place / 11I 11 X 1 T.V£{5TS - E�v,TS L`'rtJ,h§ C5'NFS \ GRAVEL ORNEWAY, Puve�ow= 137 Andover Street REFER TO CIVIL PLAN. 1OU WETLAND BUFFER ZONE .\ \+ �AZCN4p1E nlseo enE North Andover,MAWE145 \ �C CUP6AT PASPOT 4.0 Client POLE LIGHT(QTY:18) \ ` DR1D_RDN,1' Trustees 200 High Street ARCHITECTURAL DOIVNLIGHT(OTY: \\ \\ X \— T£MPORARYEVENTPARKINGCONFfGURATIUN _ - Boston,MA02110 r FLUSH GRANITE CURB,TYP � 1116'=1`-Q' P�v (617)542.7686 ® BOLLARD(OTY:39) \ \ \ ,. -. 0 \ 1 ?S• ` 0chlieot 2 MSlryoung KlmrUesign © GAS METER ! L501 6'WIDE STONE DUST 119 Bralniroe St,Sulto 103 PATHWAY l ELECTRIC METER / ' \ LOW VOLTAGE - Boston,MA 02134 / I -' BOLLAHDHYTHE (617)76&9130 \ }! L101 02 I Architect WATER UTILITY \ f \/\ \ -�1' \ PERENNIAL GARDEN PLANT BED, TRUSTEES L501 8'WIDE STONE DUST �TYP,PLANTINGBYTRUSTEES _ _ PATHWAY / Maryann ThompsonArchliecis 0,1J 741 Mi.Aubum Street 1 0 J t Watertown,MA02472 } EXISTING TREES - _ x g t' TREATMENT �- - ' _ so 03 - (617)744.5187 ryh� t i TO CIVIL DHAWINGS WOOD DECK PROPOSED CANOPY TREES /' GRAVEL PARKINGWI - - - � g-0 ;', ! WHEEL STOP(58 SPOTS) -_ q EXISTING ROAD L�.'` TORFMAIN (( x \ 18:-0 TYP- _ � x �' � '.�� (ti)9'Xi8`ADAPARI(Ms" y_/ �90• - \4�,. .1} ® e, PROPOSED EVERGREEN TREES --`l _ .. SPOTS! SP ! .. (2J„x1e AtsAVAN � fl ` .,PARKING SPOT O - �g�y PROPOSED 5 - 0 tip \E 1v/ yy11111ffIII''II''Ff ..,.1 $ 4ACC#=S$AIS�L QOO�4. l e `\��4� pN'0�lg7jG '\Lv _ .. ' x ISTONE UUS '' .• ® � ��' - Q`��h�� ,, ��b�•" ��i <D / - _ eye' ADARAMP ?F, yQUNOh>�*1 NOTE: \ TRASH lJ�' IS �, ' EXISTING STONEWALLS HEh10VAL, / 1. REFER TO L200,L201 FOR GRADING. REA�IAIN AND BE PROTECTED 2. REFER TO L300,L301 FOR PLANTING 3, REFER TO L600 FOR PHOTOMETRIC STUDY SASE ON PROPOSED LIGHTING LAYOUT, ,. £LAN£ 20•0' (�' .` �4/CEO LrlkU4e*��Op 12 PDI.F,,lT F)T,TYP / - 'R18'-0"SIG GE I il!lIIIIIIR1111� (1T- V MI \I "' 7RUSTEFS PROJECT NUMFIM'MI< 5 \REO ED} } VE TATED TREE AND / S UB SCREENING,TYP. \ i EXISTING STONE WALLTO BE 1„ 1 I.rrRDrRaEcrlvnSSER:sz�e TRUSTEES \ � STOCKPILED FOR REUSE EXISTING TREE TO REMAIN AND ter. R38 0' - �� /-"'x' PO ION OF EXISTING MAINTENANCE -v 331 IJ{IN. � `� !' T REMAIN FOR TURNAROUND. \ 75%DES!°N DEVELONAENT / BE PROTECTED,TYP. REQUILjED) \! �511 ` MAINDFR OF EXISTING CRUSHED - \ TREE PROTECTION BY TRUSTEES 03 1YIDE REIN STONE MAINTENANCE ROAD TO BE \ DATE:se'Y92619 / Lit TURF FIRE LANE W/FLUSH DEMOLISHED \ ` GRANITE�URB nES�ImDNs: I PEERREVVEW W0611e \ _ ' wOOO 14 s aD EfF6ET. 1P110fie PARxINOIJO t 1.5� TREE PLANTING 04 12'POLE LIGHT L5D1 BEYOND 4` 2'-6' 11-0'' 9'-0" V_V E'-8' DRAINAGE SVIALE,REFER TO CIVIL SCALE 1'a40'4' PERENNIAL PLANT BED STONE DUST PATHWAY D 10 20 40 60 PLANTINGY TRUSTEES, SOIL PRE Y SITE L�O1 LOW VOLTAGE DRAVRNO NAME: FLUSH GRALN'3RT'B CONTRA T R,TYP e BOLLAnEDS Y THE RAIN GARDEN PLANTING LAYOUT AND PLANTING BY TRUSTEES, GRAVEL PARKING, STONE INFILTRATION SOIL PREP BY SITE MATERIALS PLAN REFER TO CIVIL Awxilr TRENCH,REFER TOGNL CONTRACTOR,TYP WHEEL STOP WITH4A/� r]\4 + a�kfn_��A -0 a 18'ANCHORPINS • e=r _-r-. r r r + % 11� - r-;l '�- l 1l 1 r l f f fr `L�! g` g q tl L1 01 1 l{ P g 9 ReL North COMPACTEDOR L�Wfl -:�� ':� .��; p DRAMNUNDMeER: UNDISTURBED o SUBGRADE z IP STONE INFILTRATION TRENCH, a SiIESECTION, REFER TO CIVIL er:r r i O112'=1`•0' NOTES: 1, REFER TO LAYOUT AND MATERIAL PLANS FOR LIGHT LOCATIONS, 5, WOOD POLE 2. REFERENCE MANUFACTURER ASSOCIATED HARDWARE AND INSTALLATION. MANUFACTURER:WE-EF 3. CONCRETE FOOTING SHALL NOT BE EXPOSED AT PLANTBED. MODEL:AMW-Z-MArJe 4, HOLD TOP OF FOUNDAEON 1'ABOVE FINISH GRADE AT PAVERS.PROVIDE 1/2'CHAMFER. 6, FIXTURE MANUFACTURER:WE-EF MODEL:ASP534 LED 7- LIGHTING FIXTURE SHALL BE DARK SKY COMPLIANT. WOOD POLE ALUMINUM 1-PC BASE COVER B il l FG 110 NON-SHRINK GROUT r r�ycv�a TF^nesg� ANCHOR BOLTS .� nny'kd 119M'h".a.'—'0103 wsa�roozua SUPPLIED W/LIGHT r r r p611.7fii9170 POLE _....,.._._.i......« n ,mAawm BRANCH CIRCUIT WINING •'r IN CONDUIT AT 18'MIN. Trustees BELOW GRADE Hi - Stevens Coolidge Place SOIL PROFILE VARIES + 137 Andover Street North Andover,MA 01645 Client l Trustees CIP CONCRETE ' T1 I 200 High Street FOOTING =a `I'r Hq Boston,MA 02110 (6L7)542.7698 Landecape Architect COMPACTEDOR A E2 El Mikyoung UNDISTURBED - T2 1 _, inm Design SUBGRADE s _ $198raintreeSt,Sulla103 Easton,MA 02134 COMPACTED Ir 02 (617)782-9130 GRAVEL BASE -,- ...... - Architect '. 2'-0'DIA Maryann Thompson Architects 741 Mt.Auburn Street Watertown,MA 02472 LIGHT POLE AT PLANTBFD WOOD POLE LIGHT FIXTURE {617)744-5187 fnnl LI0 11 1POLE tnrA9 NOTE: 1. ALL CONNECTIONS TO BE FASTENED W1 SS HARDWARE. 2. WOOD TO BE TROPICAL HAIIDV400D(IPE OR APPROVED OTHER.TED). 3. fNCLUDE REQUIRED FOUNDATIONS AND FOOTINGS. 4. PROVIDE GRANITE EDGING FULL PERIMETER OF WOOD DECK. 2'-0'FOOTING SPACING JOIST HANGER 1'-4"JOIST GRANITE CURS 2X4 JOIST SPACEING 1d8'OPEN JOINT CONDITION VARIES, 514'X 6'IPE DECKING REFER TO PLAN FG 2xaJDl$T FG 4X4WOOD BEAM JOIST HANGER 4X4 WOOD REAM - 2 1116' 4X4 WOOD BEAM ,. 3°WEEP GRAVEL BED r ,-','•.S., - \ r `,rf 3'WEEP GRAVEL BEn s - -- _- TRUSTEES PRO ECT NUMUM>0= CONC.SONOTUBE FOOTING, n z CONCRETE FOOTING ' I NIYND PROJECT NVMeER 5219 DOWN TO FROST a u n 4< a CONC.SONOTUBE BEHIND COMPACTED OR FOOTING,BELOW COMPACTED OR UNDISI'URBEDSUBGRADE J} �;� UNRISTURBEQSUBGRAbE 7s%0ESIGNOEVEI.OPMENT ;. Lo CL CL (i I I CONCRETE HAUNCH COMPACTED GRAVEL BASE (BOTH SIDES} DATE:IQ'29,2919 REVISIONS: SECTION PLAN-FRAMING AT GRANITE EDGING I PEER REVIEW 1Qa91% I,, 2 PEnva SET IU'235 a3 SVOOn DECK 1'=1'-0' NOTE: NOTE: 3. DEPTH OF BASE MATERIAL DEPENDENT ON ACTUAL FIELD CONDITIONS TO REMOVE ALL TOP SOIL. 1, REFER TO LAYOUT AND MATERIALS PLANS FOR REINFORCED TURF FIRE LANE LOCATIONS. 2, ALL COMPACTION TO BE DONE WITH VIBRATORY DRUM ROLLERVJI OPTIMUM MOISTURE PRESENT IN 2. REFER TO MANUFACTURMANUFACTUER: f VI SPECIFICATION'SSTRUCTURES, FOR ASSOCIATED MATERIALS AND INSTALLATION. AGGREGATE MATERIAL. MM'UFACTURER:SNVISIBLE STRUCTURES,INC. 3. CLEAN,CONTINUOUS EDGES TO BE CREATED W1 LOAM BACK FILL. MODEL:GRASSPAVE2 FIRE LANE 4. STONE DUST COLOR AND TEXTURE TO BE PROVIDED BY LA, SCALE:AS N07ED SOD ROOT MASS ROLLED INTO FLUSH GRANITE CONDITION '. VARIES 3116'T STEEL EDGING PAVEMENT SYSTEM CURBING VARIES,REFER , 3'-4'COMPACTFD STONE FLUSH TO TOP OF STONE SUPPLEMENT W/LAWN SOSL MIX TO PLAN 6 1/2" ORAWiNGNAME DUST PATHWAY WI SLIGHT DUST,PROVIDE UNIFORM AS RED. CROWNING AT CENTER LINE, EDGE WtTHOUTFACETLNG. r 'A 1 iitl� SITE DETAILS COLOR VARIES - RINGS FILLED WITH COMPACTED 314'h41NU5 DENSE LOAM AND SEED EDGES AS - CONCRETE SAND GRADEDBA56ALLTOPSDLLTO NEEDED TO RESTORE AND j�. _s r: a '-' s ' },' '�I SOD CREATE FLUSH EDGE. �i�I 1 '"1 PLANT MIX BELOW RINGS - lJ 1 J'' ' STABILIZING BE REMOVED L. s - -.,.t.'..: ,S PANEL - - •..- COMPACTED CRUSHED { WOVEN GEOTEXTILE FABRIC 24'DEEP SS EDGING STONE 6'•12'DEPENDING L50'� STAKES.MIN(5)PER I ON INTENDED USE EDGING LENGTH. I- - DRavrINONutilaER; o COMPACTED OR COMPACTED SUBGRADE UNDISTURBED - COlAPACTEDOR SDRGRADE UNDESTURBED o E PLAN BADE SECTION UBG TYPICAL 5 ATSTEE GING o s8 STONE DUST A� REINFORCED TURF DeraT i PHOTOMETWCB BASED ON ASSUMED FIXTURES.FlNAL FIXTURES TD BE aETERD.4NEa, 51 ilS'-' I` E ASP534 @ 12'-0" AFG my1(d ,Ie 6.2, mA2-9 SURFACE:50 Truate05- --MOUNrmG HEGHTS:12.O'AFG Stevens Coolidge!Place 137 Andover Street TASK HEIGHT:AT GRAOt North Andover,MA 01645 -CALCULATION POINT SPACING:IO X IO OC Client EXTERIOR CALCULATION Trustees 200 High Street Boston,MA02110 (617)542-7696 .. DISCFAIMER: Landscape Architect -THESE DRAWINGS ARE FOR CONCEPTUAL PURPOSES ONLY Mikyoung KITH Design AND ARE NOT INTENDED FOR CONStRUC11ON.VALUES 1t9 Braintree St.Sullo103 .. - 805tOR,MA02134 REP RESENTED ARE ANAFPROXIMATIONGENERATED PROM MANUFACTURERS PHOTOMETRIC IN-HOUSE OR (617)782-9130 ` IN DEFENDANT LAB TEST WITH DATA SUPPLIED BY LAMP MANUFACTURERS. Architect Maryann Thompson Architects 741 Mt.Auburn Street Watertown,MA G2472 "'• rt "' (617)744-5167 STATISTICS V. DESCRIPTION SYMBOL AVG. MAX MIN. MAX/MIN AVG/MIN ASP543-Roodwoy Cnlc -I- 1.1 fc 8.1 fc 0.0 fc NIA N/A Ouler Perimeter -(- 0.2 fc 9.4 fc 0.0 fc N/A NIA Palhway •(- 2.0£c 729.3£c 0.0£c NIA N/A ''.. , '; 5 �-p O - i Z 1RU57`-ES PROJECT NUMBER:XW MYKD PROJECT NUMBER:5219 75%ULSIGNU"UOPMENT OATS:fU'29,7010 I PEERREVIEW I0,'08719 2 PERMIT SET 19;21),119 SCALE:NOT TO SCALE SCHEDULE ORAVIIKG NAME SYMBOL LABEL QUANTITY MANUFACTURER CATALOG NUMBER DESCIISPTION LAMP OF LUMENS PER LAMP LLF tYATTAGE LAMPS LIGHTING 6 WE-EF USA 655-3522 ASP534 Area Light-Type 3 LED 24 209 0.9 5.5 U ;,L 1<, PHOTOMETRICS r 0 12 WE-EF USA 655-3526 ASP534 Area Light-Type 4 LED 24 191 0.9 55 l.I.tk, u L600 ReC NorU1 o n€ 40 5 slemolox S,L92U6W VNV FIN15H Look Bollard wood finish LED 1 334 0.9 12.1 DRAWING NUMBER, 6 Gotham ArchAeclwai EV04SO 35116 4AR MWO LSS EVO 4 Squore Recessed Downl£ghl LED 1 1563 0.9 17.2 Lighting 1 Lithon!o Lighting UL LED 30K MVOLT 0L W011pock ISlondordl LED I 833 0.9 8,36 W z MARYANN THOMPSON MOD I ROOF AfIGHTECTS 2*8 112' 741 MOUNT AUBURN St 22'-?314' WATEFITOM MA.02472 -I -j!-M Lit 111]1 jj it 1, ju ILI !I I I ':,Ij 11; i I(:'ill hfi[E Ltill --11�- roi IIL7 Jh( :-,1, 111 ii III- ILI flif-, 0- M IJ T.617.744,5187 LIL (1, 111) iiij jill�hjI- - I_.-I 1!� GREEN DISPLAY WALL 4tSHEET-ID WOM FAICIA f iiiiA L L ij, I I 11 F.617.491.3844 F Iii ILI I I( htt It I, 'III ILC'JLr it r7i�� 2j' LF I�lillb!I'll 'Iw L If 1 1Jl ILI, 11 A Il.�i 1 11 'IIJ!L I3� It it Ili' V 1 111 •-�L JI.;1 tj iiiijI 1i . I Lc,X VERTICAL.1-11 ................ ' 91 AND BATTENsli ............ T .......... ....... T-I I f I L�i fj 1�. E z! �,Z-11 ....... .......— WINDOW . ............. ...........------------ El .......... WELCONIECE ER 02 WEST ELEVATIONSO Fir-41-1 -- SCALE:114i'mi'l < DECK SEE LANDSCAPE DRAi FOR I FASCIA c:) I I INFORMATI0714 I WOOD FASCIA VERTICALS ARDANO BATTEN SIDING cz, El 9 VERTMAILBOAR AND II I BATTEN Ei F: j 171IIII lm Lu jl i. ti . I it ca ❑ WORKSHOP F002 CD F1 D F-1 F-1 F-1 CJI VVIEW IEW WINDOW WITH TO SITE; EXTERIOR DOOR TO IIAT�iROONS .......... 03 SOUTH ELEVATION 04 NORTH ELEVATION SCALE:11i SCALE.11i I II F —1LJ WOOD SHAKE ROOF ij MOD"MA I] • SET I DATE 14ALL scli-WMIDEM C5.24 19 1,1110suelii 0315.19 'I Till ri Lly I ji.. -1.11 [IL ................ ............................. it�Jljl I 1111�ll]�-111 � ll I 1ITf-i tl� 101 N 1,ItT ilk T if I I� JLf 11, 11-Fif A, .................................. LVERTICAL r ROARD AND DATLEN SIUNG CURRENT ISSUP. --dilill I 3MLIEFT-10 PERFIFTSETRE"5131 10.2119 DRAVANG TME: PLAN AND f WELCOME CENTER PLAN (�0)5 EAST ELEVATION ELEVATIONS SCALE:114"=1'-0== SCALE:114"=B'-O° 10 ............. .................... f ; VD 11;3-1 FiEdRb,9[`�-'-I 10+00.0LPIIOPLIII�DR�L% Site Access Drive at j Routei125)oaLIMIT OF WORK IMIT OF WORK d MEET EXIST MEET EXIST !g!� STA 40+73.92----------- STA 41+57.87 FL North Andover, N I E i Massachusetts 3921,94' 1931 S.lLLO #2780 EXIST 6'SW- F"8T CHICKERING ROAD(ROUTE 125) y P." 7 GRASS STRIP. PREPARED FOR LK ...... R e Trusteesof servations 43 39 1931 RECORD HL 40 fPC 73.92 1 PRO 27.63 PT 67.87 42 7 j 3D .64477= N 3074022,7937 E 75�616.4441 Boston, E 75749T6392 q .6 7.24 Massachusetts 1141 SL RI-i 07.54- CURB,MA EX 1 9 PRC �N=L __ __ 01 T RET EXIST GUARDRAIL SHLO SHLO PROP 6'TRANStTION 1931 S.H.LO #2790 C135()3,01 PROP HMA DWY 402.45 +29.18 CURB MEET EXIST ------ N12-A6 PROP LP(BY OTHERS) 40.00'RT 40.00'RT Rap VGC(TyPV ' U. PROP V TRANSITION 17 12 ROPVTRANSITI '.Ir CURB TO EOP CURB TO EOP ANDOVER, MASSACHUSETTS T W Y1'i; ANDOVER.B_U$_MA�iE 0�S 181064 ER DRIVE-1071 I MIT OF WOR,� 'WU (978)474-8800 FAX! {978) E88-6508 MEET SITE DRIVE ,! 1" Y OTHERS) 10 ST 0+48.83 x*. o TRUSTEES OF RESERVATIONS CURB 6" (MAP 46, LOT 7 kID 8) DN DRAYW BY MPP Uj 04ECXED ny SM8 DATE OCTOBER 2019 G SCALE AS NOTED �%4 LD CRUS" _�T_AM of I 6' "t W Np Seto XL ,2 SIGN SUMMARY GRANITE CURB TRANSITION DETAIL TEXT DIMENSIONS (INCH) NUMBER COLOR POST TYPE AREA TOTAL IDENEIl- SIZE OF SIGN — OF AND AREA IN CATION ----z� TEXT _E MI(R. SIGNS PER 140T TO SCALE NUMBER WIDTH HEIGHT LL-11 'TA� BACK— LEGEND BORDER NUMBER SIGN SQUARE 4G TE REQUIRED HEIGHT I VERTICAL ARROW REQUIRED GROUND FEET REMSMUS VERTICAL GRAMTE CURB SEE FHWA STANDARD P-5 MATCH EXIST PAVEMENT NO. DESCMPTION DATE DEPTHS AT ROUTE 125 LOAM AND SEED R1-1 HIGHWAY SIGNS 1 RED 1 .5.18 5.18 2004 EDITION FOR PROP DRIVEWAY PAVEMENT SECTION SEE- PAVEMENT NOTES— CURVETABLE PAVEMENT NOTES CURVE RADIUS LENGTH DELTA TANGENT PROPOSED FULL DEPTH HMA DRIVEWAYS&HMA DRIVEWAY APRONS 6" C1 30.00' 30.00� MIN. — SURFACE: 3-112"NOT MIX ASPHALT(NOMINAL); C2 30.001 30.00' 1-112"STANDARD TOP COURSE OVER 2'BINDER COURSE UIN Construction Plan __PROP GRAVEL BORROW SUBBASE: W GRAVEL BORROW(MASSOOT M1-03,0 TYPE b) (ANY DESIGNATED CONCRETE THAT IS ACCEPTABLE TO THE DEPARTMENT UNDER SECTION M4 AT ROUTE 125 OF THE STANDARD SPECIFICATIONS, t: HMA MAY NOT BE USED) 0 20 50 100 SHEET 13 '—DRAWNG NUMBER VERTICAL GRANITE CURB SETTING DETAIL SCALE:V=20' JOB NO. 8244 NOT TO SCALE CAD 8244GN Copyright 2019 by VAT. All Rights Reserved.