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HomeMy WebLinkAboutSite Plans - - PARKING CHART NORTH ANDOVER,MA ZONING CHART PARKING PROVIDED PARKING PROVIDED TENANT USE BUILDINGAREA REQUIREMENT PER ZONING PARKING REQUIRED (EXISTING LAYOUT) (PROPOSED LAYOUT! ZONING DISTRICT!THE SUBJECT PROPERTY IS LOCATED WITHIN THE RESIDENCE 4,BUSINESS 3,AND BUSINESS 4 ZONING DISTRICTS.THE REDEVELOPMENT OF NORTH ANDOVER MALL IS LOCATED ENTIRELY WITHIN THE BUSINESS 3 ZONING DISTRICT. M.V.FEDERAL CREDIT UNION BANK WITH DRIVE-IN 4,064 BE 5.511.000 BE GFA 22SPACES ASSESSORS MAP 26 BLOCK NOS 5,S.&9:ASSESSORS MAP 27 BLOCK NOS 27,30,31,&12 R 0C FARTS DINER RESTAURANT 2,383 BE 15,011,000 BE GFA 36SPACES •RETAIL ESTABLISHMENTS,PERSONAL SERVICE ESTABLISHMENTS,PROFESSIONAL OFFICES,BANKS,REAL ESTATE AND INSURANCE OFFICES, AND EATING AND DRINKING ESTABLISHMENTS ARE PERMITTED USES WITHIN THE BUSINESS 3 ZONING DISTRICT. VACANT SPACE#1(ASSUME RETAIL) RETAIL 4;898 BE 3.5,M,000 BE EPA 17 SPACES WINE&BEER AT THE ANDOVERS RETAIL 6,742 BE 3.511,000 IF GFA 24 SPACES THE SUBJECT PROPERTY IS LOCATED WITHIN THE FLOODWAY,FLOOD ZONE AS(ELEV.=33.0)AND FLOOD ZONE X(500 YF)FLOOD ZONE 0 THE PROPERTY IS SUBJECT TO AN EXISTING SPECIAL PERM'T(SEE SPECIAL PERMIT DECISION DATED MARCH 19.2019).THE REDEVELOPMENT VACANT SPACE#2(ASSUME RETAIL) RETAIL 7,288 BE 3.611,000 IF GFA 26SPACrS PROGRAM REQUIRES APPROVAL FROM THE PLANNING BOARD TO AMEND THE EXISTING SPECIAL PERMIT HOMEGOODS RETAIL 23.771 BE 3.511J000 IF EPA _83SPACES REQUIRED(BUSINESS 3) EXISTING PROVIDED MARSHALLS RETAIL 30,924 SF 151,000 BE GA 108SPACES MIN.LOT SIZE 120,000 BE(2.75 AC,) 1;822,900 FT.(-I.85 AC.) 1,822,900 FT.(41,85 AC.) MARKET BASKET GROCERY 93B49 IF 6DfL000 BE GFA 558 SPACES 1,762 FT.(WINTHROP AVE) 1762 FT,(VANTHROP AVE) VACANT SPACE#3(ASSUME RETAIL) RETAIL 9,942 BE 3.5j1,000 BE GFA 35SPACES MIN.STREET FRONTAGE 300 FT. 698 FT WAVERLY RD) 698 FT,i(WAVERLY RD) TJ MAXX RETAIL 26,198 IF 3.5,f1,000 SF GFA 92SPACES MIN,FRONT YARD SETBACK 100 FT. 3057 FT.(NIF LONDI'SROAST BEEF) 3057 FT.IWF LONDI'S ROAST BEEF) 2252 FT.(WAVERLY RD) 225.2 FT,(WAVERLY RD) SALON VERGADOS PERSONAL CARE FACILITY 5.950 SF 43,1 1.000 IF GFA 26SPACES MN.SIDE YARD SETBACK So PT.IM 54-4 FT.(KOHL'S) 64A FT.(MARKET BASKET) GENTLE DENTAL CLINIC 2,755 BE 5.511M0 BE GFA 15SPACES MIN.REAR YARD SETBACK 60 FT 79.8 FT.(VACANT SPACE#3) 79.8 FT,(VACANT SPACE#.3) POSH NAILS&SPA PERSONALCARE PACILITY 2,660 BE 4311;000 I'.- 11SPACES MAX.BUILDING HEIGHT 35 FT, 24 FT 24 FT AT&T RETAIL 2,720 BE 15H,000 SF GFA 10S 'MAX.LOT COVERAGE PACES (BUILDINGS ONLY) 12.6% BOLLYWOOD GRILL RESTAURANT 3.732 BE 15,011,000 BE GFA 56SPACES MAX.FLOOR AREA RATIO 0.40 0.730 0.126 LONDI'S ROAST BEEF RESTAURANT 1,112 BE 15.0,000 BE GFA 46SPACES I IN ALL DISTRICTS EXCEPT VILLAGE COMMERCIAL AND ANY CORRIDOR DEVELOPMENT DISTRICT,FRONT SETBACKS ALONG ROUTE 114 SHALL BE A III-STD SPACES MINIMUM OF 100 FEET.FRONT SETBACKS SHALL BE 100 FEET ALONG 125 IN —--—-- TOTALS 230,1 8 BE I.I.SlACE.-j IBII SPACES j4 ADA SPACES INDUSTRIAL I AND 2 DISTRICTS;THE FIRST 50 FEET OF FRONT 910 TOTAL SPACES < SETBACKS UNDER THIS REQUIREMENT SHALL BE MADE TO PROVIDE AN BE ECTIVE VISUAL BUFFER AND NO PARKING SHALL BE PERMITTED, TKAVERLYROAD 2,ADJACENT TO RESIDENTIAL DISTRICTS,AN ADDITIONAL FIFTEEN-FOOT SIDE OR REAR SETBACK SHALL BE REQUIRED.THE FIRST 15 FEET OF THE PARKING RATIO PROVIDE6�­, (PROPOSED LAYOUT) -BUILT UPON, 0 Updated TOTAL SETBACK ABUTTING THE RESIDENTIAL DISTRICT SHALL REMAIN OPEN AND GREEN,BE SUITABILITY LANDSCAPED,UN UN PAVED AND NOT PARKED UPON,IN THE BUSINESS 2 DISTRICT,THE SIDE YARD REQUIREMENTS MAY BE ELIMINATED WHEN TWO ADJOINING 5;(PUBLIC-ECLO J512-_66'WIDE) 1 U d Par'ing L Ddate I 7� I -GLA I, I -_ f PROPERTY OWNERS AGREE TO SHARE A PARTY WALL, Odina L--WALK i - I -a!.dation N77'27'Z2"E I�2711,gf 516'49'50"E WALKING Reauffed C icL_fl 1 Updated Parking 3.ADJACENT TO RESIDENTIAL DISTRICTS,THE REQUIRED SIDE OR REAR SETBACK SHALL BE 100 FEET.THE FIRST 50 FEET OF SUCH SETBACK RESIDENCE 4 ZONE L I i 7 ABUTTING THE RESIDENTIAL DISTRICT SHALL REMAIN OPEN AND GREEN,BE SUITABILITY LANDSCAPED,UN-BUILT UPON,UNPAVED AND NOT 4 518.1 4`Ll� Rovided CalcuAa'ion 1 PARKED UPON. S 1 T5 V1 7 JE r7l 20' 81,07' C,�­�A­_� BUSINESS 3 ZONE S17'36'25`EE T—" 1- 26,63' NON URISOICTIONAL 30'DRAINAGE WE Q hUhI Z� WETLAND EASEMENT ? �l I FLOOD ZONE_X Xj-—-— �,:5 s:n x pT ` 17 J, m FLOOD-OV,,X FLOOD ZONE X SHADED z k ? ? 4 F) ZONE X SH, ZONE FLOOD O"D RESIDENCE 4 ZONE Z N BUSINESS 3 ZONE K 7— Na 1& S.,,BID Z� Ik, PARCEL ID.027-DO07-0671 F,000 '7�16'7 Pi 77.,77- HP PE — 17, /— ARTEA41)AIINFIAZAPIO V 0, ,- a _001)iot�� LINE 6 1 WAVESLI ROAD SC� P, A I li S 7, T 2V WATER SUB Ci PIPE 7,1 30 EASEMENT i 6' C SS 4 J, C5 a A ded I oadinc 7.IDENOE 4 ZONE F, S�4� slz A 112'46'0 51 6-cl f z�v N Mock ADPendage I A S i E "'o 74,3j' Q- Bush ZONE 33 a �E GENTERLINE OF 8', 5 DRAINAGE DITCH J� A L u S .../­777ZGEOFUCABING z DOCK CANOPY BORDERING VEGETATED WETLAND 'Added EEgress Doors& f T- COI-iCr Ufa P z- S[a'rs, e adfor s0l 4 rlum nee IX psterc and o < 8 0 as ram addlbonal Parking space z a' 0 0 0 W -BORDERING DDD 0 0 VEGETATED WETLAND F�0019 -10*e PROPOSED MARKET BASKET on <0 13, 1 1 11 ON at 0 93,049 SF± F— La pq I . 0 z FF=35.50 �0 < N75-0040"E ,-",I Fl,MAXA, < 26,198 SF 0 z ifi a PROPOSED PROPOSED E,'T w U Q 245A PROPOSED < Iv 0 A- RETAIL `I! I - !�-t ', 0 z ZZ 11 "li%,-1_J < (VACANT I ,�2< HOMEGOODS QOr 4 1 MARSHALLS 4, 23,771 SF± 30,924 SF± <z- SPACE#2) 14 1 % U N 1 -,-� 4� NEW SIDEWALK �z, 7,288 SF± J M,9 <Z zz< lVVRTA BUS CANOPY I ARC ,LI , i� 1 8 -8,-0 FF=35.50 I FF=35.50 FF=35.50 ARCHITECTURAL GE OF CANOPY JYR) 0 AND BENCHES. t a A DECORATIVE a- A Z" GRANITE CURB(TYP.) EXISTING SIDEWALK aa & TO REMAI, 4 DECORATIVE ARCN;T�ECTURAL LAMPPOSTC­YP. < BENCH z !ISTINGSI WALK Ul SIDEWALK LAMP POST(TYP.) z, g •TOX REMAIN C CURB(TYR RED BOX b I 1.�t�.�5 2 E 0 P� L (ems z i CAROUSEL w Jf I > 9 02 e PLANTER PLANTER-� A, dftS OUTDOOR SALES AREA D, IG, .4 51;FID �=l�l z < an TREEWFI I(TYR.) E-�I-�mFa 7� E_ FlUOODZONEX �, R ILI I FLOOD ZONE AE s_ 01i EDGE BORDERING f 'P —14 PREPARED BY:—4 7— m RJO'CONNELL 7= 1,17, v INC. &ASSOCIATES, Q, CIVIL ENGINEERS,SURVEYORS&LAND PLANNERS 60 ONTVALF AVENUE,SUITE 201 STONEHAM,MA Ul 80 PHONE:---s-sa El—NI-1-M .asSDOT HIGHVNAY EASEMENT PREPARED FOR: —T— FUTURE EV PARKING EXISTING I PYLON SIGN--j - DSM REALTY EXISTING ',A SIGNALIZED C 0 INTERSECTION 881 EAST STREET PERENNIAL TEWKSBURY,MA 01876 T, STREAM FLOW L' J6#k", WATER QUALITY PROJECT NAME: GRASS SAIALEE - ` > '6 ROA 00 -SWALE SO P� NORTH 17'b.0" S,-P, 0CEL N/F"o BORDERING GV RIP ANDOVER MALL -:s�E_�IALIN Ll\ 6 t VEGETATED WETLANDS011 i \\ NORTH ANDOVER 0/_ WET BASIN-2 0 (PU­ EXPANDED _IP BIORET STICH SEAL: AREA PING D V EXISTING ATE 4_ 131 WALE A -----19------I SEE WETILAND OREL NTION G_ d) IN M AREA voNDON PERENNIAL PERENNIAL ,-'STREAM FLOW CCU 1_1� -A STREAM FLOW -1�,l \A e NEE Q Aa 16- Lu of Q ID-to ZaZL DESIGNED BY BPD DRAWN BY: WJH REVIEWED BY: SPD Z SCALE 60' Nxe T DATE 1012412023 260 WINTHROP AVENUE DRAINING NAME: PARCEL 10:026-0007-00 as 2i NIF C GLOBAL COMPANIES,LLC it OVERALL SITE PLAN 2 FRJ �GWE L LI 2 C5 E z 0 E Oc DRAWING NUMBER \A 60 0 30 60 120 0 N� OS-1 I ca PROJECT NUMBER: o GRAPHIC SCALE IN FEET INSET 17070 SCALE:1'=60' Copyright C 2025 by R.J.O'Connell&Associates,Inc, -------- -- --- - - ___- -- - - _ ------.--._"- --- --- --- --- DhiH-6 NON JU RISDICTION.4��� DMN 5 ��Z Q 6 PERF.CPP LAND AREA? 30'ORAlNAGE-L-CONTRACTOR TO CLEAN SUMP OF SEDIMENT .CONTRACTOR TO GLEAN SUMP ____-_d3_--_CONCRETE RETAINING WALL p = S�!f R-"G,1?tL-80'S=0.005,-_=6"x6"x6 TEE' Ey$EMENr -_C8 FRAME AND GRATE TO 8E REPLACED Z -- -- --- -- OF SEDIMENT.GB FRAME AND-- - -- -- AT'-'r ?- -28.20 T WITH QMH FRAME AND COVER \ \ 2 ---- - -- ---- -_(SEE ARCHITECTURAL -\ _ i� ^'1���1 _ t340j40} '* �C 2p Op C'J v'4 �� z1 GRATE TO BE REPLACED WITH -'� 6"GAP 3=- � 31.72 6"PER F.CPR PLANS FOR DETAI S) �I-r FRJ -"- -- DMH FRAME AND COVER '�/- - \� -1-1=2860 ./ \ 1� 3REPLACE EX/ -`-1-28.00 CB-2 NEW -\ I 3 2` p' ¢ L,N\" 0 c R 31.80 VG6 3(NEN).. -r _ r 5- - _C (-) L=21S;S-U, CDS-2 2 C v 4 2 'A 79: (F_4 F_'7 L `�-d"WITH ,y� \ >O 2 v, 27.90(RD-5) {A R 31 80 ri ;..,Cy / ;/"- CBCB-2(\ `!'6`CPP -DM42 \ \`F'\\\R=31 90 1=26.5D(C8-3(NEW)) 1=26.70(DMH-6) _ _. €„ R-31.T0I111-� t ( \ \\ `~' c - - C - .. A -26.39 CDS-2 \' \\ =27.8P RD-9) 2 vY w _ �, L 30' r R-32.00 \ 1=27.80(TD-2 \ =27.89 TD-3 APPROXIMATE LIMITS OF \ 5-0.005/ f 1=26.39( )\ '� \ C �,„` \ T 28.05 DM1iH-51 W -rI - \` -2] AH-2) - 36'RCP .'�� ( - \ eo DM1 SLOPE STABIL9:ATION. ( € y� (SEE DWG.C-8 FOR DETAILS) r'f 1- �3.E>(QD"IIIVI\TO\E{i�34`.0} Li t:.I2 T .'"P '- - _-_ 6 p 7- \ k.26 5\,4`WIDE FRENCH 20'WATER PIPE ' .J APPROXIMATE LIMITS _=,_a �_ / CB l� 12"CPP\ E"ec.59 DRAIN{SEE DWG. ` .�` If �:�--.,`a - c A 74 i- / R- EASEMENT a and] 6I.'.€rains i �` OF EXISTING DRAIN � =4 A`�Lt3' \ - \'G-8 FORDETAIL� -_ I l A 72 ,'%' G ctH -+2"CpP q= 7 0. f05tj468 i hs- LINE TO BE REMOVED _ --� l x 5-0.023 _ _ 32.00BX+(PA4'EMENT7 - -- A-71 \ / A 3 �� 1. a2 2 Dd_H-t '\ '" 6"CPPL 3P' _`� o \�Q\ V _�3150(CONCRETE) I R=35.25 ��((�� ., � � � � �-- - -' SMH �70�V;� 4A-i, a r: ¢ ,.�.d� PA \\\�=0 129.00 GDS-i) CDS-1 h �\�\\ _--."-- - R-33.78i� - L-10P/ LR 17-` r� 6" L�2.-pF ��,1 \W \ =27.00(CB) --------_ D C CP f \ _ LIMIT OF b0.+ORK�A-6� �� r5SC(15') d2 0,j eN' -�f iS OOI �y� c\. \ \ 11=26.90(DMH) IR--2057(TRENCH DRAIN-1) '.FS� v.- 1=29.57(DMH-it - --_- --_' \ -_--_----- -_ w \,P/ \ C 25.7,._ `rvr 3d.00TW \A-68 i�(j Z5 ANGE \:,�`>r &()\/ r -- ----- - _ \ O m ND RETAINING ii/ 3`DIStU ON ` / 6 RISE.. 7.:HT € r' 'T+.' 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Q Ids ' F N� 6 CAP J� --_ -_ =2&45 t2"RCP _ '�"- WALL -r -�`� 3 � - � � �� ,! �SLDP,.- ."f� ,th\�\�GONCRETE RETAINING WALL'`ER %' ��_��>; ° - ii -_"� c �- T i „_^."`- -2 8lo f - -h A '� 35 _ 33.30�" , BEE ARCHITECTURAL -1�!=SF. 6:Qi5 - _ ( } -- O !') � _ _ _ -----` � ¢ ¢ A-67 f _ - \ CB-4fNEW' ��FFy:-.�. --__ ( _.U� _�, -- ------ to I m;`3 f t� t- '! -PLANS FOR DETAILS} (--�E _ ems,= --_.-� -���"�� - - \ y m ..I:..iS €[a-'.� •.\� / -�� ^-- "Ti">z6 x§"E rLIMIT OF WO 6 ' - --.- - \ OL✓O \ 1=25.50(DhfH-71 2"CPP,r,1=40' ,'3$SO-TOP-DADA X,r, 3L1&G'"`tt LY D-f 35.50` b5 ^>' -EXISTING -A=2p 5s - TP=g.y�y, L _ :{`$"s9-e'<I, 66 _ -}=10` \X 35.50 f.3 L 1�1 1 _ J,_..r R 8 �3-\- HYDRgNT` .:t C-�"- \ pm: :s.€£.'is:nii --- / 'S=O.Ot"' \rK� pc'/ :=3�31.80 )3'lr cXISTING I2" 3 c "_.._-`�.-E-2s.'„�`� -E _ "-f- T-. - \-.\.r 4��. _ - O ¢) " Crn 3t.90 NEW iS"CPP DRAIN 3250TC : #+ - v $ i " r R=3'65 4 RISERS, HT -. BC=330-.'1 A' / _ �i f 1.60 I r INE FOR RD-'o 32.DOBC ^ 32.70 1 3 ? ROOF GRAIN 34.SOBG _ --� �§a_ - -�"` s6�) - - CONNECTION t A 2.- t ))1 TO REMAIN f� -- _- --- TC=32.9 'w.!\a p/ / rr 1 - "'2:u }.i- P,80 ri= _ �._ :G': \A=24.31�48 80TSY f 3&85 m n .j... L 50:5-0.072) C ..0 BG� >I .r$c�p\2 31: .*...1'�-_. , :�. I i i i E=2:,21 ) \ 31 .5'8 \_' '`91.20! 33,5- '-.35.50 z I TD-3(TRENCH DRAIN) i' 1 21S°° \ & _ :p_nr 3905 ._e. � :-- a RD-6 ! i )) 32208W(CONCRETE) :-S E _ rl ,,+x.AND ONCRET C-a g _ �, - � C_2i4c ;v 6 -f ria R-31.57 r 6YP° �G:,, 1=29.50 f -tT Sc RF.CPR; I=2960 I I TD-1(TRENCH DRAIN) :-'q 31 3.85 L=i B,B-0.029 .2.32A09W - 's tiP -i 3 ¢ ( /` - 3g J \♦ a9 I X 's r\32.0 CONC.PAD 71 R=31.90 32�p f 1 ter HEAVY-DUTY AGO ) L=20; OL. v✓/ .COTW 313 e�0 :. .J- 6 RISERS(g'7"HT TRENCH DRAIN L-25'tl-r 1 1=29.75 1322D!/ \ " m`bL_ ;p '`4Op \2p'VF \\ O C - SMF.(ADJUST RINI TO ELEV=3330)-64!.: - 0.5 T { \) " _ - n UQPOBW� 3550i\ 3500`!�1132 �\ - \ ©201Yf\'� ¢a m u 34.50TW i> - I�i.50 R-31.5 I t HEAVY-DUTY ACO �i. '3450 I �\ ,S _ A A-63 r fr - - - �'. , TRENCH GRAIN(L=30'±)-: z B 25,CS _ .! �� /f� - 5 :.341 MCPVY \ -mac 315_-`' - 1 1 STD-1(TRENCH DRAIM �;•>I r, STER r /� y� 1=27AOt0hiH-3) : S-4 , END RETAINING TD-3 TRENCH DRAIN)�i �H K {{ X/ , "'- \d� t ti 91.42 BOTTOM STAIR ( CONCRETE RETAINING R=31:90 z - - _ m - m R=31.57 r�9/�- -'^ 4A R�1�.75 §3 - WALL 35.50 I f 1 `7J.ALL(SEE ARCHITECTURAL 1=29.9D ��/ cx r - 1 3160 7RISERS�:]"HT 'I=28.04(DMi-7) I=29A5 PLANS FOR DETAILS) 2 RI _ _ ... - r - ---- --I�-_ - t _ -. RD-s ( 5P C. __ RR?1 z�(Ho�O) �\\\ - c 3d P _ 'II _ 1 I RISERS a 6"HT' (CONTRACTOR TO CLEAN SURiP n� O`,� z z 5 r/ it +,' • - - -- OF SEDIMENT.CB FRAME AND ".V 28.64 \ O - A-51/�:�' \ •. --r' ' f./_. 3 - % _ _ (TO REMAIN) IL TD-2(TRENCH DRAIN 4'WIDE FRENCH �}2,,.\ �\ ) -GRATE TO BE REPLACED WITH f'3 O ,� \3560 € rD-2(TRENCN DRAIN)J I - ul Q>f}\ra 32.QQ@W 3f 3.40 32.00 BLN '35.50. \(`4 R=31 4S :=1 EL.=35.50 R=31.$0 R=31-so GRAIN(SEE DWG. � DMH-T' �` - 1=29.65 -29.80 Dh9H FRAME ANDROV 90 J y\ \\ G-5 e O c r r C-8 FOR DETAIL) f s'c;33 \ \ \ \ \ w \ -zs.sP cos-3) \ \ ` o 11 R03 CONTRACTOR TO GLEAN SUMP 1 ( h 1=28.35(6 CPP) /f �,` :26.Ot 12"RCP `i CONCRETE STEPS TO '-HEAVY-DUTY ACO o a m / q 31 0 N (T ) OF SEDIMENT.CB FRAME AND 1^ ( ) BE REMOVED TRENCH DRAIN(L=3Q'±) I 1=2830(CB-KNEW)) \: 0 z _-25 2' \ O)/ GRATE TO BE REPLACED WITH 1=25."t CONTRAC OR TO \ 3d \ m I _ ) r Y\\ ¢ A-59 F�i i %`! POO CF C e-B=26 s2�. /p�/ DMH FRAME AND COVER -, _ _ N.H / �\ \ " \ G-6 -.... 2 <. I FIELD VERIFY) R=31.s9 I - - lr��// j -RD-4 �, �gi_/-\'L ffG. _D�, _ r 1=25.25(CB-4CNEW)) TO REMAiNj '2� ,� I I �'�T��!'\ 41\��� xi�/I ��; LIMIT OF WORK I m ) 2 LIMIT OF WORK f/Ci - /"� R�-1-1 II 35(TO PROPOSED MARKET BASKET za.D. / F� i, \A�_'��\ � �) 1-EXISTING ROOF DRAIN TO REMAIN. ( 93,049 SF± 5 S , �` CONTRACTOR TO PROTECT 11 3 C Ot 3544 \ It C DURING CONSTRUCTION FFE 35-50 i (� I I t, C '.-r GRA_ ` PROPOSED I II r t, A 51`I7 356:"/�\�\ hj '`f j` II RETAIL PROPOSED I PROPOSED MARSHALLS ;I - f✓- _____,...` ' 35-5 .3 1 VACANT \ r� / ( HOMEGOODS I 30,924 SF± () I� ss SPACE#2) I FFE=35.50 5 23,771SF± Iri l i `Z 7,288 SF± FFE=35.50 C-10 m c f t f E 55I II z c- z�' �J ( \\ II v I I ` :- EXISTING STORE FRONT II s\ -72 o \ 35=; ✓ §.s I I -i€:i5 CANOPY(TO REMAIN) gppROXiN1ATE LIMITS OF EXISTING SIDEWALK TO REMAIN APPROXIMATE LIMITS OF EXISTING I I. 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"'-i NI ..,il 3 _ -" `32.60 " �: \ c'' Z\K SLOPE ` Q, r _ I- ' \ m \-\ \\� I\ /M _v I333�?'1 I \`\34 1-\ \ 1 -C-16 Qr_' o o I z 3 n D = ;Y _ _ \6"PERFORATED DIP DRAIN LINE(L=160') S C -y ❑' Vz. - A-47 1�1 32.60 I \ -_- I - j L - -- _ 6"PERFORATED CPP-DRAIN LINE(L-245_) i \ 34 O_ 6"PERFORATED CPP DRAIN LINE(L=1$5) t - - _,33- -, \r 33 - _33- - ••--1 ` \ 1 {!� \� _- �. - n:,-33.10/ 0cA CROSS '>Q;SUROSS 72. 4 X 6"PERFORATED CPP ORP.IN LINE(L=248') ----- " --- - -> ti 33.t 0 i? 320 SLR':3' -'�-ao l.- \11� \ -" 'SLOPE SLOPE - g2 )32.90TC \1 LL z z ¢ Z Z - ''32.60 _3 = C 77 o w u i? w EL33.0 z I - 32 C ;\' ` �\ ---- - - ------� \\Y\ JIB _m f a' O 4 -46 as ��I g, Ir r - a 33 m O 31.60: an _ I _ �: - 3z _ � �3 � c18 w M; ` 8'b .��J-- \�O• -- _ _ - '7-32 __! 6"PERFORATED CPR DRAIN LINE(L-370') -32- t ,33.QOTC "' w w. u' 6"PERFORATED GPP DRAIN LINE CL=155) 6°PERFORATED CPP DRAIN LINE E'L_248) _31_--- - -3 33 z g zr r E- \ 32.SPBG v1 S"PERFORATED CPP DRAIN LINE(L=248') \ \-- ' %' 1 E 31 306 ❑W �, s �\ \-` \ 32\� ,'QIAP✓AR F'POry7.' _ . 31-Q� --\ _ ,' \ �..` 33 \-A-43\\\ -.�,�Jv <4 BUF GUI' �=`_�:�, - ., I 2 :- x -.\ '///t v m z a �, �.-" \31 \ z -\\ \ 32.2 TC \S!R-12 320oBC' - `•\ \\-b \\ \\ \ IO,}F _-b J `: ! �- v, 31 K e d( _ \\ r 3t70BC I(OW) II \EL32".8 \ \\ \ ^ // -CULVERT,+ / - \ 6'PERFORATED CPR DRAIN LINE(L=248'1 O '... \ -`N}_ -,vim_ _� �T 6°PERFORATED CPR DRAIN LINE(L=245') z\\ \ 31.85 �ia ,7:. \ "2�1\ 'f a cY Q1 "" 1 Z E- _}... E '"`..' _ / �U< \/ 32/ - �.32 \ 7 6"PERFORATED CPP DRAIN LINE(L=335') M ` /i _ > 7 X A 3 \ D 2 � l / v - - -�u z RIP-RAP STONE � \ \ 2p\ SPLASH PAD"SEE r r.E_ . ( A-38 F -" " i ) -'( fYj \ 0� r PREPARED BY: \ \ - 31- m z e z[n 30 , \ R 31 2STG DWG.G8 FOR SCR- GE Z - B-2 a _36 _ '' Dan _ ----/ FE EL3z.1 Nam' t, O f C tc� OIT O LONE [ I =_ !Cn) 31.1- \51UR� 32 Y r�\�-,-\ B-1 R l�ONNELL ¢n � � UTER e� \ lJP DETAIL- P. EA '.#L gc�c' A-41 RIVERF�BUFfER �` I _ `tlEi�` F\ �'t, N�Q. B_3q •f r_3\ �'I La A- 1 vim, 3P I IUD �� I 20RIAN AREAS vr3 �5, /�: �� &ASSOCIATES INC. 6"PERFORATED CPR DRAIN LINE(L=248') 3P 6°PERFORATED CPR DRAIN LINE(L=230'1 ' h c /'� fin-- 4 h BOX y \�\ A-4P E_2 \ 9 _Sl.R-,",;- --3 - --- F ) ' E i % - i GB 558 56 �' `_SF,r 9 CIVIL ENGINEERS,SURVEYORS&LAND PLANNERS - N _ B 58 ci sroNEHAM MA 02180 = - 'Tl LE AVENUE,SUITE\ \ \ \\ \ 6"PERFORATED CPR DRAIN LINE(L--248') E1.305 j I f �t Vv\ Z0� \ ,yA� _� V &a'Aoty A A 2 - -4 - - -,_------ JVEGETATED. 1 «--'-,n, ?-.\ --�" 29}. - _ --`-" P.450 UjP/ f �B-57 PHONE/ 3 3`` 6 5� L / 1 c RBaconrvELL.con' \ }_ --- -�- .-�e-r.- _ \ _�� N ( PREPARED FOR.49 \\ ��\ WETLANDS SLR-11/ .-_--, -u - - /50/ '^�3 / - 3 \\ I DC82 EL29.4 ` G I �g_6�'- 3_ €_ r / _ _g0\` -R 2940 _� \r�!� / - I f ` {_. 23 _WATER QUALITY 3p / --� / B- B LIMIT OF WORK E-7 j,' X 1=26.20(FE52) �� 6°PERFORATED CPP i N `'9 ( / SWALE -/ gQ' `"' j /s / 52 C / !` r6"PERFORATED CPR DRAIN LINE(L=248'} / I✓ B-7 D S M REALTY DRAIN LINE(L=14S') _ ( J " EXISTING # E--: �. y ��\ "f GRASS SWALE ) - 6"PERFORATED CPR DRAIN LINE(L=i 00') 293v, t) B-57 CNN 5O,No& \ \6 (TO REMAIN) ( _ ;\' 8 G 881 EAST STREET -2a z6 // ELza7 l B-5G TEWKSBURY,MA01876 / RBANCE SLR-4 = -' / NO DIST!J,'� y� \j \-1\\\\ SLR-3� 29 \ EL2877 2910TC v/ r(p)i�I j� / �{ O gU�LD TON// 29 � RIP-RAFSTONE B-9 92°RCP (OW) FES 2€18"RCP) 28.609C UEFER( _ f /- 5�� 's•"_ 28 �..SPLASH PAD SEE r j rt;7 EL29.0 i R0,\ 1 I D B fi'PERFORATED CPR DRAIN LINE(L=31V) \ /� RFA-72 \ \ \ - } - + LAN/ -%`� 4N \-''DWG.C-8 FOR DETAIL)B-49 r RFA-73 \ e 8- I\4.50 D BB 2 " \ F.-i- �D/- ---- - --- _g 0€C _ \ ,C= PERENNIAL r \ PROJECT NAME: RFA-74 -- 20 WIDE RIP-RAP QO a' SEDIMENT `� / 28.5 2.S _ B-48 -� n= 9 ,_ -S \ 1 _ �7-80/ IS \ "' STREAM FLOW l --��.. \�� \ SPILLWAY 78 /A FOREBAy Y f -I--_\I--- - a� BC28. NO O _11 -- RFA-11\-��� 'C`\\�'�,\ \ d 1\J'\\��\ELEV=26.SC �:� I `�_ - ,-WATERQUALITYSWALE ,8p�/,,¢ s--' C'•#F NORTH t °� i �2G \ Z& t\_ 5f j ,. '_GRO56 SECTION C-Gl` RFA-t5 �Z\ y� \ \ SLR-2 --2' - 2 'y5' :'\ 27 SEE DWG.GB) -27.4 28 _ B 46 % _ o 'P RFA-10- o o ',� 4 1 4' _--s SEDIMENT 26.d� { _ I\� l EL 27.3 �' \\!850 1 •s - FOREBAY- -SLR-6 )(OW 1 q7 ��2i, `FES105"RCP) d 1 �EL27.5 _/ram 2�.70 O f _ -- y ��B 4 �-,B 1 c`Q�O Z1" ANDOVER MALL 45o(DCB-i) % -=za I i f` 2 _ - . 741 E 'J WIU1N� Fp SLR-s Y ', 27 - Eq RIP RAP BTOhE SPLASH ! ipeE -t- NORTH ANDOVER pr RFA-9\ , \�O' / WET BASIN.i\ -1 EL 280E 24 / -26. �� 2 ` _ b L _ -7 PAD SEE DWG.CSFOR R \ 2 ( 5 �, VA __ \ \ \1� v \ 1 \("'_\ �� \ � 'a'_21 �/1_z27.0-.- �� I. 26 r, 8-15 �-8 42`DE:AIL)(TYP.} � ��-i APPROXIMATE -�\ 4:: j _B-f6 �' / 1 \\\j\ a LEGEND ze_ ( - _ _s SEAL: \ �23 j %-6-41 l i 6 6"CPP CAP C 17 Z O N LIN4ITS OF ,. \ --5`V 24 j WET BASIN-2 / - 25 /2" / �1 Z3 12980 335� \t 111\ AY \o N BIDRETENTION RF4-7)w - A - 27 24 - B-77 JQ 2 ------ -- -.-- NjOM`N :r \N o - BASIN EXPANSION x{�J- 50v NO i5"RCP; h S ^// '`B 39" -��- "1� 9$i i1 ¢ PROPOSED DRAIN LINE (A=1Juw±IFj t-�,- tt_ HG^fCD Z(1`NF i s - __ -_ -35 ;, illy, 0-6 t`�f �' :_ C-19 SS E6 pF 1 \ \\o.o� � ==39;5=0.OD8 A k i \_- 8" - _ - /_ /i- - . �// 3 2 t 1 \ / 12 _ (OW }N. 2{9' �x f �j�8 37`B 38 _RIP-RAP STONE i� 1 / S -\ 33v'* C-t8,\ LO 65 \ \W 'U N--._ FRENCH DRAIN(PROP.} )y`_ \ x� 26 //' o f ❑ - RFA-6 30'WIDE _EL.2J.8- \ - -SPLASH PAD(SEE ) •Lj� -32.50SC \ 4 EXISTING DRAIN LINE , RIP-RAP DWG.C-BiOR DETAIL/l3's` GUARDRAIL 1 SPILLWAYIS EL=25.8 Lk FRT-�'$' DCB-1 _ t '`� i i 34 -s s 33 m -X X-X-CHAIN LINK FENCE , \1 ENDS -�i. R=27.50 RFA-5 \ EXTEND -71 J- B-1 tQ --1=24.8OR S:, �C-20 C0 RIP-RAP b- - t -FIELDSTONE WALL `\ _ _-' B t09-- -„ 1` .28` "2775 -22� i/��32fr'eau! r r r / N EXISTING -8 172"TS70NET0/ _�j- �,! i�B-25 �i�8 31j NAIT OF WORK SPI IIDAYIP-RAP U 30 INDEX CONTOUR EL-25A '-=2:- �_-•=t-� tl 'f-"g"_8-27�- /r „n s DESIGNED BY: BPD BIORETENTION B- / - -- B 194 I 8 3P�30 WIDE RIP-RAP,f ��ELEV=26.25 \ a \ "=- , " - --INTERMEDIATE CONTOUR AREA 8-]01 -_8 103� -_�.B_705.= 0; H-26 SPILLWAY r `�v // t \�;E1322 \z,t\ J ��? z .- G� / Jx \ v>yo Po��o DRAWN BY WJH 33 PROPOSED CONTOUR G-7 =�-'G_�_ _ ._Bi¢6`,`L3 �i��r f r/f i 2 (OWE y" a `V. rGC' �-' _¢ G z'_FOR GRADING IN `LIMIT F WORK B 107-/'} vC"} l - �L r r'/f / /y/ / \ ' 3 j .' PC REVIEWED BY: gPD -�- �-EDGE OF BORDERING WETLANDS RFA i-.BIORETENTION AREA _t_ --yam -PERENNIAL { "-f F PERENNIAL -// / \ 0 E. •.�-' P SCALE- 1"=d0' 8-tOB Y SEE DtNG EXr 2$ OlS7j/R _STREAM FLOW 1 --\ - f STREAM FLOW!/� _ L.32.1 N '` ` DATE: Y� -TREELINE / fY0 'CE ZO �^- a- \ gRN%' �},- 10l2Ai2023 ' !`\_ Y „z \ NE_ h- !/ _ 5g 1�UR/ N RFA-3i PERENNIAL J1y; t' \ _ _.,T, LL+ t r //' / 0�CS/ /.`\\ B 3 DRAWING NAME: 29.10TC TOP OF CURB \1�,r`:BTRE.M1 FLOIh /f --EXISTING /- j; `2 - R _ m . ovE` jr/, r y 28.sOBC€,BOTTOM OF CURB HYDRODYNMdIC RFA-2 ? / GRABS SWALE\ _y/ r - f f p Pf ,r1 CDS•1 t� i f' N laJ>- 8-56 E. �jy�4 X. X50 J, m PARTICLE SEPARATOR I'J f` E�.Y_(TO REMAIN} \ \ / ORTM- - .F C LjS�Y.Tc \ }\ f r._ f =i' \,,..:.8 55 - 8-58 D 9 p EXISTING ROOF DRAIN \ f- \\ j f µRE f / 5� 4\r\$2 / 'C2: UTILITY POLE "'YYY X G£ \\\ g WETLAND AREA '�\Y\L GRADING AND `- p EXISTING DRAIN �-����FZpQ 857 Q ®O:iR DRAIN MANHOLE R= Rlhrt ELEVATION r}ter-7!k{ E y -\ - ?O,y Q f \ / - _ �-- DRAINAGE PLAN '( F B-S4 R, 9 @ C8 �ooD sf '/ c 8 EXISTING CATCH BASIN 7- PIPE INVERT ELEVATION ' 2 1 �'\ � 40 0 2D 40 80 / _ �-LIMIT OF WORK '•�3 RD ROOF DRAIN -� / ,, _7 DRAWING NUMBER: PROPOSED DOUBLE z a CATCH BASIN CPR CORRUGATED PLASTIC PIPE ` \ \ 100'VdERAND o < PROPOSED FLARED END TO TRENCH DRAIN ' E ! R 79 BUFFER(TYP) :� t " GRAPHIC SCALE IN FEET INSET O D-6 G 2 m -jlIllj-HTE"1 APPROX.LOCATION OF SOIL BORING 5Q/ f SCALE:1'=4�0' o : EL35.5 PERFORMED BY HTE NORTHEAST,INC. P sl �€0P, N ` <:,rt? OLE�v'7 GOu' \ / D-5 SLR-i APPROX.LOCATION OF SOIL BORING PERFORMED BY GEOSEARCH, / r p_4 PROJECT NUMBER: 0.c o DW ` 17070 OBSERVED BY SLR INTERNATIONAL,DATED SEPT.t 1-14.2023 / Gv08A= &III 7F$,[i Copyright�2025 by R.J.O'Connell&Associates,Inc. t9mi EL.35.5(OW)=OBSERVATION WELL V _WETLAND w EXISTING OVERHEAD ! I WETLAND AREA 30<QRAtNAG£ / //EXISTING GAS SERVICE TO BE o W ` ` oa X x F AS - APPROXIMATE LOCATION ELECTRIC AND NEW GAS SERVICE.SIZE EASEMENT REN40VED BY GAS COMPANY 2`• ' 2 is j :O, OF EXISTING WATER REA10`lE APPROXIMATELY 133 LF EXISTING._TELEPHONE TO REMAIN TO BE DETERMINED EY Iu F, F-2 r340�401/ I" I I F-3 MAIN.CONTRACTOR T4 APPROXIMATE LOCATION OF EXISTING FIRE PROTECTION MAIN TO REMAIN.CON?RACTOR CLAY PIPE AND REPLACE WITH 8"PVC .,. .GAS COA4PANY 1 .VERIFY SIZE AND - W o 2 U O ¢ S LOCATION IN FIELD VERIFY SIZE AND LOCATION IN FIELD, ,_ `C _ -- RESIDENCE 4 ZONE (SDR-35}.MAINTAIN EXISTING SLOPE £`_ _ u A 79 F-t` -'.�� f V p c co,rP X R u.'vry...* I., lT F-4 ` f R=63 40 ' :; I �� SMH-tiNEW) /�}rP 0 c 41ki5.s'CONCRETE PAD FOR 16)8"DIA.METAL ["- 4 I E '- E C / .. ._BUSINESS 3 Z98F .:._ _ ( _. -77\ r--• J Y` -23 90,INI o e e 5 i i°OS'3s'^F 3 0 1 !!! DIESEL FUEL GENERATOR BOLLARDS SET 6 O C \� A-78 j{� I / \ / Q : r INew €Fire,DomestiC (SEE DWG.C-8 FOR DETAIL) WITH YELLOW COVER,- -7& Y,,;," `le F-5 F 5> EXISTING SEWER MANHOLE TO REMAIN. ^e ,?.1 SCG-z.•rt..- c 'Fi S€ PROPOSED FRENCH I _`_ ! -,L; 25 LF V PVC CONTRACTOR TO PLUG INSIDE MANHOLE A`- ,, EXISTING UPOLE#5514 AND GUY "" DRAIN '`_? " SEINER BDR SEWER SERVICE TO BUILDING_ SU7'� ��• V te.s saes•&Sewe pftEh1AIN.CONTRACTORTD F �0000 - R- ` ( �Q Z'? `335^E ,Z I( }; _" `t'F \35)5=0.053 2 _ P a °l1-9 PROTE URING CONSTRUCTION VPJ/`• -t- 20 �EmPIPE lC 3�1�€S= IIS: A- A74 V II R 5•.r a"x8°x4"rs&v _72 A„ _ v z -�F o `^ - ost/ s ` c` - - - -- - - CONNECT2"WATERSER 7014eATER hAAIN� - / F:4 €/i S 2T.97 135 LF 6"PVC '� �+ C o L \s.^,C•35'35 A,21- I 2 R a LIMIT OF W A-77 '�A 73 ff5 }Y -.� 2 -F4` > ER(SD x •/, \ (/< RM34 5O E;N)468 EXISTING HYDRANT AND of .. ' S �SEO.a o s r \la..= 35. APPROXIMATE LOCATION MH SMH-5(N W1 A_ A__ V"a{-' ,�. v .rprv-.:-B G •¢ I`• u----� • C Z�� II 25751NT.DROP iGT1)rf BOLLARDS TO REMAIN. I '�.1�' I � o a OF EXISTING WATER k .L R=32.09 f 2CV' ( +e-�' $r" \� II-2d.a'7(IN) yl :fi SERVICE TO BE REMOVED A ..5�1=235D(CONTRACTOR TO 79 / A_^0 _ - !24.42(GUT) t� DUORING4COONSTRU,ON )} ui !New €_<_' ..� , AT THE WATERMAN 5 R8 VERIFY IN FIELD) N \`� to ONi ygPi • -o t RESIDENCE 4 Z0N£TE `` Zo 6'P`lG SDR 35) !Ne a�F-s8u,Domestic€16.: I-23.6PiShdH-61 25 0 5Q 1- C=7 <�' y � -."{ APPROXIMATE LOCATION OF EXISTING - 1=23.50(CONTRACTOR TO / > �� F IIt f Maw TUR _ ' � __ _ I:- ( i '` S"o'u„r`'_ c�z.•23'34'E '_`- Sewer �4B UNDERGROUND ELECTRIC& VERIFY IN FIELD) D!5� �GV »"�V' �f - t � E .,�����€�m (_�� ear -,': �,' � r., s'2'<r;•pa'E � c _ �. \ 'E /• SMH-41NEW) '43<' T,3. 1 O( ' TELEPHONE SERVICES 7G BE REMOVED � 8" y ?, e 3 §€ 'ice-- '�:L.i'��- 3 -9'NENI) 9� cif\ NEW CONCRETE PAD �} 1 - j^�'V P fl R=3- { FOR TRANSFORMER ''k' 6S (y".fs}- i �{- L4 T�,I F _1 •I� IR--2590INT.DROP BL DG E BUSINESS 3 ZDN b z�l � _ \ � ( )• LIA-iiT OF 4vORK w PROPOSED FRENCH ¢ Q £P u1§e.'^ ta(_ {� 24.a0("-81 E'e DWG.ES2 FOR -�.., _ 1=24.66(IN} /,DRAIN 'v§1 ',C"ei fi:>. 7e I-4A 1N i'/� / Nm DETAILi , J am .. - 1=24.60(OUT -.,�"T'.V R C > ) / ' ] 2 () m _ I J PLUG EXISTING Fz xt '� ) f- l G 98 LF 6"Rb'- - .p 6)6"DIA.A4ETAL ", O 1=24.40(OUT-C TRACTOR f uN; = ( 1 FOR DETAILS> \- 8"CLAY SEWER I _^- _ = 0 8"z8"x4"TS&V t'/`Y` SEWER(SDN Uz 3- BOLLARDS WITH !If 1'" \ `I f- W --- TO FIELD VERIFY) ^ MAIN INSIDE _ �_ C-t _� 2 m G; 14'SCH 40 PVC 8' "35)5=0.035 - SEE DWG.ES1 �1, MANHOLE eR+H`� - \c - - , COI "WATER } _ YELLOW COVER 1 : %1 f \\, I ' GREASE 0 4 TELEPHONE SERVICE , - , w W 2 2 "i� - -` APPROXIMATE j(``\( B ` I` SERVICE TO.TER MAIN l 1 A TRAP{GT-il it(CONCRETE ENCASED) \ "/ I. - L4 ` _ - -65 333 LOCATION OF NEW } (---��(4 O00 GAL.) y '` v'�-B-' �\ z .•r¢i 0 7 _ L f GAS METER FINAL 2"T1`PE KtCOPPER DOMESTIC /,/ - 1 •6"SEWER PVC; t, 2-0"SCH 40 PVC PRIMARY P=V - 7 LF fi"Pt'C D O:�, ,�BEND ( `I}\\� f ,I=26.15 R=34.20 a } G ELECTRIC SERVICE -`20 1�� - 5"1ER SDR I W� m j - i LOCATION TO BE WATER SERVICE(FOR f,t EXISTING FIRE\ I _ _ i 1=26.101N C C-�! -Rs a \ i t-1zs o.oza -1 �c J (CONCRETE ENCASED) / -3 G=0.0f5 V FFER "0¢ _,_ �/ I COORDINATED \ CONTINUATION SEE MEP PLANS}';` DEPARTP.4ENT I I-/ 1=25.85tOUT). Ry _ .2 a \^ _ Lu j<� 3 --.- I� Z r U :SMHb NEW) V WITH GAS CO.) 1;1`( ON TO,` I 1 � 8"CLOI COUPLING\2 __-- E,0 - -' SMH(ADJUST RIM TO ELEV=33.3P)64 t?Y \2�V -" - CO .R=3225 -i I G V°}'-APPROXIMATELY i6at LF OF 1'` } _J J_ CONNECT TO V ,_V,,. 'A \CQp _q C f GONNEGTI �� } In R=33.i3 \ G't '✓ T N i'1=27.16(ShiI"_.- EXISTING B"CLAY SEWER MAIN REMAIN. \\ "-"'.- \' EXISTWG n� - E"�� - p 1z, �2CA, 2 Y O 4"GV �52 LF 6"PVC 1\ l I fi- 33.75' - - N z D X w O e A-63 1 - ,1=27.10(STU&�)_ /i TELEPHONE SERVICE TO BE REMOVED AND EXISTING GAS METER TO\\ 4'VENT LINE(FOR ?p WATERMAIN \\\ '�e \ 6'CLDI W(\TERh9FIN _2s.08- - 3EM"ER(GD i 35) `'I=27.00(SPt;H-5) (GCNCRETE ENCASED) }`DISPOSED OFF-SITE BE REMOVED BY GAS CONTINUATION SEE \.$ ,-z'T-�W W =24.35 FIRE DEPARTM1IEM 4J _ 5=0.P20 T FOR DETAILS SEE )} CObfPANY 'i ARCHITECTURAL PLANS) - `APPROXIMATE LOCATION <+ - _ "NEth'GAS F/J SMH-2(NEW) Bi,:- t"Y, ��\ \ M-33.IS-SEND T� e ,CONNECTION 1 S =METER %' - '.F,7'- _ \�!c ' A-62 ARCHITECTURAL PLANS TO HE INSTALLED OVER j OF EXISTING'vVATER MAIN T lShdH-8(NEWJ- _�' _ - '�``6"G.I.GREASE WASTE 3'.JJJj,/.77t/- , �f L -�.�" •i 8<y _ \ o' pl .'R=3235 --- --ter• L4 'r""d , ^, EXISTING SEINER MAIN f;` - \:' _ < \ m! 3._ _ 1 2-4"SCH 40 PVC PRIMARY 3 LF'S-4 020 ¢¢ �� ,%/ - `i L."x4"PV ='`' - L ELECTRIC SERVICEM -26,15jBLOG) -F^ _ ,-1 -li .. .. A-6J \ f.L`:125.65(STUe-3i r" ._ / !:r - /, 6 C-, _ `I 1="<2At5&AH-1 \ .�- - v - z- U E ti ) P\ C 4 ,�0 1=26.55(6MH-9) p t`I'? f g\\ `� CLDI WATERMAIN (CONCRETE ENCASED 1, =22.0 EX.SMHl f`EXISTING GAS METER AND a_ R. ,/� 'tu`,""=-_.o- `\ 5rR`l\ p t_ - EXISTING (FIRE PROTECTION} t BOLLARDS TO REMAIN. B 25 f, /J \ ly 0 ,\ STUB 1 ` III 1 I=21.9(OUT) EXISTING SENDER SERVICE j L c I qlj( Z U 4\ SECONDARY ELECTRIC 1 \ _ I' ( EXISTING Sh4H �V" \ m€ f TO BE REh10VF - I, -ACTGR TO PROTECT U 2"TYPE"K"COPPER SERVICE CONCRETE TO BE REMOVED. DURING CONSTRUCTION s a m , ELECTRIC METE 11-27.24 i O 3 D - (DOMESTIC SERVICE) 7 CONTRACTOR TO PLUG f( o u ENCASED FOR DETAILS ;fF� \ \ a m U A-59 'tC p„z xc\ 4 "' 1/ \ ) `TO REMAIN INVERT INSIDE MANHOLE \� O y A=?8 EXISTIF CTRIG\ APPROXIMATE LOCATION OF EXISTING GAS EXISTING FIRE DEPARTMENT /:. j 00`N \ I 5 SEE DWG ES-7. , ., 'v I - T$€'ir'ORMER TO\\\ MAIN TO REMAIN.CONTRACTOR TO ERIFY NEW FIRE DEPARTMENT CONNECTION TO REMAIN. _,4F \ \\ \ �:,i G m SIZE AND LOCATION IN FIELD is �..a CONNECTION SEE DURING CONSTRUCTION \\ _\�}�r:,O• \ "_4 N - CONTRACTOR PROTECT / -` L� r \ CLIhdiT OF WORK Z Z 2 r• ) REMOVED }�\ - t r-I _ 'o f ♦\ ¢ :1 I� SMH-7iNEW) ARCHITECTURAL PLANS S,' I -y 8 5 BE D-• FOR DETAILS) EXISTING FIRE CEPARTh1EN7 28.20(STUB-2) E J 'Y `' `�- - f :^\F��""Lp 1 \ \ 0 S ze.= I I\e CONNECTION ANDPIVTOBE j �1=za.+otsn=:H-s} PROPOSED MARKET BASKET F tpi A \ 1 I i>'<REMOVED( OTHERS)- i \\\\ - E;�_ �.t° J / � `n (;J STUB-3 ' \ T \ EXISTING GAS METERAND BOLLARDSTO REMAIN. 93,049 SF± 4A$:Y ' 6"x4"PVC REDUCER 4 CONTRACTOR TO PROTECT DURING CONSTRUCTION =� ' f/- / t/.';/ / ' C-7 ti ', \ L 5 LF 6"PVC SEWER FF=35.50' _5. PROPOSED 1 \ saR3s s=P.Ozo 1 � I I i OF WORK t•`1 / z RETAIL ` �i}' PROPOSED I PROPOSED MARSHALLS ._-,;.., V _ ,_ c�B ) (VACANT !�'�i �,!HOMEGOODS 30,924SF± ( I, Q-g 1t v -Ss a SPACE#2 ± p, i� '} 23,771 SF FF=35.50' I h 1 7,288 SF± FF=35.50' -6 4"PJC REDUCER h P\ N ry *",t = V '`}, 4"CLDI WATERMAIN I STUB-2 c �4 ` 1 tt ✓ C`;z z�; e C e_ 9 FF 35.50' '% 1I (FIRE PROTECTION) 1=28.30 z C-10 55 _I 1 f > ggi i\ ��2"TYPE COPPER- -3 x 3 ) i' (DOMESTIC SERVICE) 5,451 SECONDARY ELECTRIC -5 E 1 =I 5625"BEND �( CONDUITS.FOR CONTINUATION i \ C-12 SEE ELECTRICAL PLANS II \I g 1 ( - 6"CPP CAP.CONTRACTOR TO A-53 x 1 - - {g (6'6"DIA.METAL BOLLARDS e = f,!t t I! WITH YELLOW COVER ( HILL 4-t'4"DIA.HOLES IN CAP I e 7.3 •� T 8-33.75"BEND 8"x6"x"TEE- 8"45`BEND 8°GVTEE eCLDi'NATERAINA-52 ' - z tt F r I NEW 'Y VAV UR v ... --..... -s ... ..-- -:k.:- ... ..-�- :.......,,. _ -.__.-,�- .r_ .,-"'' _ _ - 0' U'. i. H DRANT GATE L ECO E _ ....... .... .. - -.-. - -.::. :.. -.° :..._- , .-.,--_...- _.�-:.. � _ - V � i G a i�y r.. HYDRANT x a TO BE SET TO FINISH GRADE . } ,L ,. :-..'A ...4•+'_": ,--.._.-, :_:_ -_-.- ,'-: ___ -__ --.---.�,�_ _ - 1 !HYD-1 �8"GI 8"CLDI WATERMAIN \_ _ .. :.__.. - •--- -.-- __ .. .. -. � -l�/ ---. x=-° -`2� ( ' t 0( a p -ss,,, -.�'�"-'^_�- _ :,1 ^ , f-•J:s r s- 's='f i F. _ 8 x8 z6"TEE- :, A-50 1 6-3375°BEND -` `#� I� •1 1+ Y Z `€ >�2 HYD-3 w E K G O z > -� ; I NEW"HYDRANT . ( € a°-225 HEND T I BGV _xt- \ Y Q Q Z m Z -T� � -R-:_-,v-. t-�-- _._. a�._:v�-'_'--:.n�--a-:4--..+--'..¢;_.__-. --___` _ _ _ __ _ _ oW _ \ Z ZI a: i 1 '49 I [r 16'CPP CAP.CONTRACTOR TO ------------ - wi ^�' s\DRILL 4-1,'d"DIA.HOLES IN CAP --:;� _ L-- ? - { ZONE -� O�Tt" ------ D 9"CPP CAP.CONTRACTOR TO -! E(,QQD �,o o N,1 c- C-15 S Z W p+ t \_ 014 ' I CAP WITH THRUST BLOCK.CONTRACTOR DRILL 4-ii4'DIA.HOLES IN CAP 6"CPP CAP.CONTRACTOR TO NEW HYDRANT>_, _ QNE AE1 s a \ Z0 _ --._-. �<-mF 1=30.a0 DRILL 4-114"DIA.HOLES IN CAP HYP2 -_____- i F(.QOD 1 - _ \p\\o €- w l TO VERIFY SIZE OF WATER MAN. 3. _ `_ =_ S: -\N E ~m e l z O Z \ ¢ zl 6"€CPP CAP - F FLODD 20NEX f r _ _ = -----_----._--_-_---- _ -..-_.--..._ _ o w¢ e 1 _--.-. F 1- _r; - - - -:L, -a�"V'sT I - = c>+:-_. C' Psi O',.Z O U I¢ U APPROXIMATELY 65 LF EXISTING WATER-. € -------±��---------- ---- ------ _,.; ; \ - f J,_ �6"xB"xfi"x6" _ - \ ,c e z W = -T CPP CAP,CONTRACTOR TO - `\_\\ C( < - MAIN TO BE REMOVED AND DISPOSED j FLOOD,ZONE AE " r --- - ea\�.i`t I `o � °" " :\ ".•• ')= `` =" DRILL 4-IW DIA.HOLES IN CAP GPP TE tiv 1.£ o\ <.,m g- W E \ w O m OFF-SITE.CONTRACTOR TO VERIFY I-5 x6 tt6 x6 =2990 - 6"x6"x6"x6"GPP - �- ! \ I _ / I 1=3P.50 6"CPP CAP :t / \i+.� -47 LOCATION AND SIZE IN FIELD. CPP GROSS \: I CROSS TEE __ i =28.90 cD�c, \ a C-tfi ¢r m O e �I TEE _ t=28.90 `-_ \ ,-l�}� 6"PERFORATED CPP DRAIN LINE(L=195)'I• =28.75 - 6"PERFORATED CPP¢DRAIN LINE(L=245'i .y/6"PERFORATED GPP DRAIN LINE(L=160') 1" 1 \ o m m Q O Z O U \� 6`PERFORATED GPP DRAIN LINE(L=248') ) 6"CPP CAP - i- `-�; _ -1 \ \` ;�4 v'� 0 m I EXISFING HVDRANTTO BE F O>ux m w' N ; , w z 6"Px6"x6 CPP CAP :, 1 '\ REMOVED AND DISPOSED OFF-SITE 6"CPP CAP NN -45 �, 1 \ -� G�, ! 6"CPP GAP C P CROSS i-29.10 - �s j 6"GPP CAP ^ I \ s"xs xs xs ' (�i/ • \ `- C 77 F z(3 a 4 4 -29.9P TEE `[ 6"CPP CAP 6"x6"z6"x6" - F I=29.80 ` \•<\\ ro a I 1 29.15 6"CpP CAR `6"PERFORATED CPP DRAIN LINE(L=248') 1=30.10=j Tcp EE CROSS f'f rt/ CROSS TEE 6"CPP CAP : I=27 TO _� /-B"GPP GAP I t =27 SO 6"x6"x6"TEE f/� I • *; - H? (g .+ =2B,5-` '�' i r =zB ZP f 1=za.5a i/ / ,U5 i _-[ 6"PERFORATED CPP DRAIN LINE ri=248'1 f 6"PERFORATED CPP DRAIN LINE(L=370') C-t8 I' I-m m U _ fi"PERFORATED CPP DRAIN LINE(L=4S5) -I ---- .- -- -- `-_- m \ \ _C -`-� i \ 6"CPP CRR R/p O `tO 6 PERFORATED CPP DRAIN LINE(I 248')e I I `\\6"CPP CAP _ gRl,4 RnFRF \g> f �• 6"x6'x6"x6'CPP i 0 u m ¢[ =28.75 NARFA RONT' G'`AF i " P 6'xs"zs"xs° ( i I -GROSSTEE _ _ 6"CPP 5""_ \ Iw 6 CPP CA. .;_^q CPP CROSS ,`I :.�.� 6"CPP GRP: e _ I=27.SP I=28.607• ` ¢ .-� - `� �- _ �,, \=�q :V€ a TEE 1 C 1 ii�„ x\ _ 6x6`,xTCPP 1=21.85 I 6"CPP CAP \ CROSS TEE -6"CPP CAP a b € =27.65 - =28.15 - TO PP CAP fr"GPP GAP =27ao �� / aT \\_ - �\ - =26.60 �/ \ .S \ 6"PERFORATED CPP DRAIN LINE(L=248'} 6"PERFORATED CPP DRAIN A-37 A-43 &G!p 6"PERFORATED CPP GRAIN LINE(L=33S) L 6'6 6"" / // f - ,, fit/ o O 2 O\ 6"xs"x6• e Z 5"x6°x'o'k6"CRP t 6"CPP CAP -- �'m A-42 0 6"CPP CAP f z CROSS TEE GPP GROSS =27.55 J�-k H A-38 .... t 2F - CPP TEE 6"x6"x6'k6" ¢---- =27A0� h =26.40 TEE - _ �... a\ +. _i 2-4"SCH 40 PVC CONDUIT / \ -38 t K z yr - - ; / CPP CROSS e C 4 r z m J =268C _ tSYP� '��� (FUTURE EV CHARGING ` A-47 TEE I 'Q j - _ LL TOUTER NE T CPP CAP I - DifffER/- c-^"�`� STATIONS)(CONCRETE / +¢�/ £_1 \ \J"5 -26.50 : C 0- ON ZONE - f a t 8-2 Y2' PREPARED BY: 6"CPP CAP R R 1=26.60 D / - ENCASED B-1 E-10 \\ n 1. 5: {=25PH a`.� ?O0:(JIVE�SUFE� _ 6"GPP CAP �� Y 1 - Y7li� i ) - ' �f.50 B-3 _ - RJQ CONNELL to(; IANI AR A-40 _g \ A 6"PERFORATED CPR DRAIN UNE L=248) 67 PERFORATED GPP DRAIN LINE L=230' _ E 2 _ RIP1R _--� ---- ) I����, &ASSOCIATES INC. `\\ \\�\ 1 s"PERFORATED CPP DRAIN LINE(L 248') x6'xs / / �f "Rc$8-558-56 'rG{''\ k°�- CIViI ENGINEERS,SURVEYORS&LAND PLANNERS Cox E-3 \ 6'CPP GAP _,.,- I , 6"GPP CAP - - �l, - 8-58 ----'� V �: ",��. 6"z6"x6"x6 ^• �8"x6^x5CPP =26 T5�/ .=C `' CPR CROSS[- /c^/ _ _ i _. {�. --_ =- ""'- �! _ I / F` \ CPR CROSS t ,'CROSS TEE ". L fr"x6"x6"xfr"GPP _ i _ 6`CPP CAP ON/ _ .:L as tS ;VANE 81 AVENUE,fiu0 201 CO NEHa41 Mn 21 a0 �_-pP CAP TEE 'I t I-26.00 CROSS TEE D' � j� �� B 57 PNPHONE -.,,t- :N, I` Ab&1,2e3.Ot6CE RJOC4NN ELL.GOhi 0 @ 5�/i,. \ \ - - I25.30 272S�t)li / B_6_ PREPARED FOR: \ `\ E-4 1 1=2625 1=26.25 ' g 1 _ I -<`� / _ / _ 6"CPR CAP I,-6-x6 x6 x6 GPP 6"CPP CAP :-6'CPP op= g-54 .+u q <LIPAIT OF WORK ----- - E-7 6"PERFORATED CPP �1=25.30 CROSS TEE =26.20 ELBOW / - // DRAIN LINE(L=146') =2511 6"PERFORATEDCPR DRAIN LINE(L=248'i 1=2630 / /// ZONE '\ 8-7 OB-52 vPERENNIAL _ D ZONE , \\\ E-5 l -( g^CPP 45 6"PERATED CPP DRAIN LINE L-iC9�� / PNCE B-53 <=' STREAM FLOW / NO 3CI_ \ -6 6"CPP 45' ( 6"CPP 45 6"CPP CAP ^�6'x6"x6"CPP _ BEND (- } 6"CPP 90"'/i ISTUR�� _ 8-51 ".1 SR- 7 D S M REALTY 5� BEND ( BEND 3It (TEE ELBOW Q D -8 R _,-v TCPP CAP -1 1=25.10 i 1=24,50 3 1=25.SD5 N G, % 881 EAST STREET ON 6"CPP45° --�- -SECTION A-A(SEE DWG.-C-9} PERENNIAL 8-5Q D-6 / 0 DIS BE // ' 6'k6"x6'k6"CPP r' - ~ ��-- / STREAMFLOW' B-9 _ 1=2s.aP j ( 6°GPP so- Q-5 TEWKSBURY,MA01876 5 N \ i \ ! CRP55 TEE P� / / -`d'� 6"SOLID GPP ��' .J 1=24.90 ER I / / / - P w5.30 B-10 h'.- / RFA`13 2�ti I;t BUF�/ �/f/ ELBOW / r D-d RFA=t2 0 \� -\ \I\�O - J^IIND 6"PERFORATED PP DRAIN LINE(L=310") D-3 / GRAIN LINE L-190 � � o- e CPP 45" - _ RFA-14 . - `� \ BEND ---. �./ 8_48 D'2 PROJECT NAME: RFA-1112545- /6 SOLID CPP I BEND P 45° SEND P 45°/ -17 r' EXISTING € DRAIN LINE1=24.25 `\ V' /f`� 6"CPP 90° �i / RFA-15/ �g\_ \o �� �GRA55\-� (BIORETENTION� �__, T ELBOW 6°CP sP d (L 100_) /_ f / r F /SWALE AREA SEDIMENT �- '�` / ZONE // - mac\ \ SPA„ �`o�` �' _s-• \F4REBAY}�1 I=25AP /E2eoQ>r i;_ "..._1=z4.3o A /517 gUILO -N DISTURBArracE ZONE -,-\ B_73 @-12 <- NORTH RFA-t0 0 0\ i 6°CPP 45" NO BEND / \ 8-t3A f RFA-9\ \`'o 'F \ \ / ��/WET BASIN-1 -� -----.x • /43•e' 45 >' LE pT{-i} ANDOVER MALL NORTH ANDOVER / -.G SEDIMENT? 8-42- +'D I / l - B-t6 TPwN fiy2� / \ \ ' 1'4_`, •ti - - /WET BASIN-2i zFOREBAY B-41� -� RFA-7 et 50 @_f7 "Q0 CPP CAP C-77 i f t ycs."' -N0 19UItD ZONE -PERENNIAL / // // _ \ B-39 �r >" _ $N l 1=29.80 \\' tlYP1` ox SEAL: _ - ! IGN \,`t`., S N a RFA-6I 11 :: 25'NO' GRASSY j : / n� b' C-f95�SEME QE 1Dgi>. R '�, ti QS7UR l�SWALE r \ r '? / J B-19 A STREAM FLOW` Y< L3 �'S26 zQYCE /- ` 2 B-2o l / \ SNEo SN R _ f \ 6"CPP VALVE ARGEINSTALLED PIPE WITH CPP I j8_ B-35 FLAP VFIVE INSTALLED ON END OF ? P CAPivyPIPE SEE DWG.G-4 FOR DETAIL)V �.F I°,f-23 RFA-5 7t2 B-t t 1 t '� - /�B-710 - 1 f i,/ '_` B_3 LIh-0IT OF SED t n. ( B-112 _-,J-- B-t ! - 8 25 / \ 21c 20 v -/o•zoz6�I B-114 B-102 Q B-ro4` 8-27 -- p I 8-t03 --�'_.-____ t ��- 8-30 A ;2z a,- // ` \�` \\ f r- B-101 B-105 .._ /f Ch \ / C-f C-3 G-4 if 8-706 X -26 - / ' / _3D, 'x \� �,� t DESIGNED BY: BPD 0_2 LIMIT OF WORKS B-107 1 f "_ _ 8_29 / / / �2 Goo DRAWN BY: WJH _ / / /¢ o�o REVIEWED BY: BPD BFA100 �25 NO DrSnJRe 1 STREAM FLOW LEGEND / /�2-\, �o r n1 \`: -26 SCALE: r RFA-3 cn\Y-�_ 'cY: / j SEWER LINE CE WATER VALVE B-2 @ �- ___ '"` t<2± ;x GAS VALVE 5 P��✓ DATE: 1G12412O23 m RFA-2/ -- _/f`�' - 7 HOOVER 1 DRAIN LINE(EXIST.) FIRE HYDRANT / B_3 B 1 4 _ '- x 2 I - (, 1N P DRAIN LINE(PROP.) DRAWING NAME: \ NOR - G-n FIRE DEPT.CONNECTION / FRENCH DRAIN(PROP.) _.. X t RfA-i, f �'�- �E 2js' ��RENG i +: WATER LINE u- UTILITY POLE -58 :f 8_58 CULV_R, D-s m c' �O h° 3 a�\i 'Zo r V GAS ��� ,� UTILITY PLAN o f '\` �` e> •�Zoy O." POST INDICATOR VALVE '-8-57 Q f [/CIF a4 y \ Op O , ' E ELECTRIC LINE BOLLARD Nf \ FRJ L •` f t;'- cQ T TELECOMMUNICATION LINE r chl GAS METER B-54 :V,,YMIT OF WORK / ��.D-8 a f00'WEfi-gpJp T+! / .,h;v OVERHEAD WIRES F., ELECTRIC METER d n_r PERENNIAL Q EDGE OF WETLANDS - STREAM FLOW o f \1.4 DOUBLE CATCH BASIN SMv D-7! DRAWING NUMBER: 9� \� -�- ti- LIMIT OF WORK R 3C'3 U I NO J / G FLARED END 't;- (/�_ /jam yo, / '� SITE LIGHT POLE c `'-_-1 N r 260 tf HR aAVENUE _ � 40 0 20 40 64 $__;< C.KJ ROOF DRAIN D-6 INSET V VV DRAIN MANHOLE D-5 PROJECT NUMBER. 1 7070 o ' f=.4.RC GZ6 G?C•C - ' R SEWER MANHOLE N l / re / Y ENTRANCE f SCALE:1'=40' t/ 0 CB CATCH BASIN NJETIAND AREA D-4 1 G_,GSA_:OMPAN LY,_ \ GRAPHIC SCALE IN FEET V Copyright Q 2025 by R.J.O'Connell&As ietes,Ina mid BUSINESS 3 ZONE S1!­,G�,5,E 77 i� F- EXISTING HYDRANT TO REMAIN SNOWSTORAGE LIMIT OF WORK ------ NIS CHANNEL MOUNT Revised Layout of Ir-N 6)F�METAL 10- AREA NYP.) 0- zb -J.L 7- BOLLARDS 6'O.C.WI-04. ly� SC` NS CHANNEL I , L IngSS YELLOW COVER MOUNT BREAD RAMP Concret i Ee oad- 0 i Dock Pad T -10'(MI1,L)i �N W LOADING DOCK FRENCH GRAIN- I AREA LOADING EDGE RESIDENCE 4 ZONE 15'R FINN,) 25 RBPNGE 41 'ALL'I)_4 DONEWPY -E INS CHANNEL 0'�' - --k16-ol'05 V RTICAL Now METAL BOLI-ARD 32" -_,Z'`E S!2'4'05"E 1 1 1_3 3- 0 BEGIN GRANITE XT) 6 DURB INS LATIONAT W X'8 'CO (Typ'� LIE1ITOFWORKS X. 111.11NE11 I EI BUILDING FINGER NWAMW NOISE BARRIER WALL SHOW STORAGE Al /'A,/ F BING T-" GALTY" FA=J,e 4 L o a di r.I EDGELOA "a DOCK CjdP jIL 1`LA1.*F.RWTA.L. hZ HIS CHANNEL Y ENDVE GRANITE RTICAL CURB INSTALLATION AT I IN HWDRANII EMERGENCY Dock ADpendaz-je i MOUNT Y LOADING DOCK WALL I a�-, TO REMAIN GENERATOR PAD PROPOSED NEW LOADING X-7(WALL,/ -1 MOUNTI-- GAS METER DOCK AREA Y­ I-`:':'rl TCH EXISTING FIRE PROPOSED FEET BEAR EQUIPMENT CHAIN FRENCH L LIMIT.1 WORK ALIX N V DEPARTME TCONNECTION Ive P, EN STEEL COSTER GUARD ­0 L EXISTING UTILITY POLE AND GUY TO REMAIN. NEW CONCRETE PAC 000,� C` -I- .z I I 'Ve < WRE TO REMAIN.CONTRACTOR TO i FOR EXISTING I 9�I RAIL INSTALLATION SE FACE GUARD -E D,4yPS X-S , /-END'HIGH BLACK 5P 8 (21121 SWING BARRIER T OF U US CHANNEL EXISTING GAS TRANSFORMER PAD DOCK AREA PA L 0 1 RAIL�.FF FACE OF PROTECT DURING CONSTRUCTION LOADING D 1 X-7 WALL CURE' MOUNT) VINYL COAT CHAINLINK FENCE z GATES(SEE DWG,C-6 -S MOUNT --7�/7 7�77 <.0 Mi.F-111 X-7(WALL FOR DETAILS) 'TirmT 11 1 EXISTING SIGN MOUNT i X-7 3, - r A �,//,nit,���-z- ) .0 REMAIN A ded Rear 'ai (WALL R PLACE EXISTING WOOD NS CHNNINIE, , -W- i 1. .Egress St irs, MOUNT)—' z TI DER GUARD F I tz­MOUNT MISTING IRS- A RA IL L NEW STAIRS TO BE REMOVE Concre+e Pads BEGIN VERTICAL GRANITE (FACE OF GUARD RAILS'5' RAIL B OFF FACE OF CURB) EXISTING '-10'X20'CONCRETE- UUMDS-ter _0 CUR INSTALLATION AT ELE T IC L VlOXWCONCRIETE s an�One 0' i BUILDING CORNER DUMPSTER PAD ID 41 TR NS BE, DUMPSTER HAD 1 addi�iona!Parking Space (4)(C DI 6EMETAL F-r�E­a 45 0 DIA.METAL �IRA I i (4)6' BOLLARDS L------ ISHIGH BLACK J/ t] NEW ELECTRICAL �"fVU X-7 JWALL VINYL COATED PROPOSED MARKET BASKET (;�-,z, MOUNT)X,7(WALL TRANSFORMER X-7(WAL CHAIN LINK FENCE r I C, N MOUNT)BEGIN STEEL MOU T) 93,049 SF±C RTEN GUARD IL 241�L 3F F DOUBLE SIDED 26 VVA RA INSTALLATION, FF=35.50' .R­GUARDRAIL IN I WITH WOOD POSTS PROPOSED 1 CAL GRANITE B L END I LIMIT OF WORK 1 '5 INSTALLATION AT SIDEWALK IRS RETAIL PROPOSED PROPOSED MARSHAILLS R1,6 LARD MOUNT) 5, VERTICAL UK CENTER FOULARD SOFF OIL V EDGE OF SIDEWALK X-7(WALL CONCRETE LANDING(EXPOSED APPROXIMATE LIMITS FOR DECORATIVE CANOPYTOREMAIN- MOUNT) SPACE#2) 23,7 FF=35.50' (VACANT HOMEGOODS 30,924 SF± EXISTING STOREFRONT if I IJ\ END uff 71 SF+ SIDEWALK CONSTRUCTION, (TYP)­, CONTRACTOR TO PROTECT C� , 11 1� 'N"TX AGGREGATE)TYPE C LAMP POST INSTALLATION 7,288 SF- FF=35.50' FOR SIDEWALK DETAILS SEE DURING CONSTRUCTION--, n I,/i -FAINTED STOP BAR LETTERING 7YP.) OF NEW TH HIGH `- FF=35.50, DWG�1 DSM REALTY BICYCLE RACK BLACK VINYL I, �k FENCE MO I - �E b���� 4,i A, EXISTING ADA A �k AND ILE LINK FENCE COATED CHAIN SET TGEHIND WIDE PAINTED CROSSWALK(TYP.) I 6 (EXPOSED AGGREGATE)TYPE G Rev'sed avout o-f ————————— 4'xECONCRETE LANDING FXISTING'UNT R BOLLARD M;0JNT -,�; 1 k, ———————I ——————— A.E E RAMP CENTERED LARD&OFF PERMANENT RELOCATION OF F-Rl-6(BOLLARD MOUNT) EDGE OF I IS i EXISTING BENCHES.CONTRACTOR TO �NEVVADAACCESSIBL DOE OF SIDEWALK I. TYP) CENTER BOLLARD 3U'OF I RAMP TO REMAIN NEW ADA ACCESSIBLE EXIIIITING EXISTING'A PA.- ..UK N— (EXPOSED AGGREGAT Q z @ EXISTING STOREFRONT CANOPY C TO R L SIGN '�4 Z I MVRTA BUS CANOPY AND EDGE OF CANOPY CENTER BOLLARD CANOPY(TYP.)- -Rl-5BOU­ARDMO N EDGE OF SIDEWALK FACE OF CURB I I/TO REMAIN.CONTRACTOR TO r--B q' walk Manters E I CONCRETE ADA RAMP 11-1{BOLLARD'MOUNT) A E F APPROXIMATE •LIM�S OF E)TYPE G ACCESSIBLE y PROTECT DURING CONSTRUCTION 2Z WIDE PAINTED ENTER BOLLARD NOFF R`1�6 FOLLAR I RESET BENCHES AND CANOPY I RAMP(EXPOSED ARCHITECTURAL RAMP(EXP'ED If CHO EDGE OF SIDEWALK 1 U REP IN Q IV i EDGE OF SIDEWALK NEW ADA ACCESSIBLE AGGREGATE. 3 CONCRETE SIDEWALK TO REMAIN P SLOP NOT TO EXCEED 1V:12H Z RAMP(EXPOSED i CURB(TYR) AGGREGATE ES 5 P,g Rl- CE TER BOLLAF IVE 1 AGGREGATE) ON WORK ✓ MATE LIMIT E`E EFORA I BENCH XIS ING C I BENCH PPROXI F (­USEU AGGREGATE)---7 PBST ITYR) ARCHITECTURAL /-CAROUSEL LIMIT OF IN !A I'D X`CFF NEW ADA ACCESSIBLE RAMP BICYCLE RACK PTE SIDEWALSKFr0ERENTIATN//'!, DGEOFBIDEWALK/ -1 i EXISTING SIGN TO REMAIN DAIRETCETDI.NAL CONCRE NEV GRANITE CURB(TYP.) 1,ARROWS TYP) ZL P A I' ANTED RIHS(SOLLART, R111 E, ,�HYD-1,_*/,dod END VERTICAL GRANITE CURB INSTALLATION Na 5 UP RAMP D SIDEWALK of TOP SR-TENlIfIRING DI -OUTDOORSALE SOP -CROSS 4ALiC DYCL PAINTED STOP BARANDziLL RI-6(FOULARD tTYP) �77 ..ZLLARD 4SE R MOUNT) -�FDRI-6(BOLLARDM A Z 43R 45'R 4SE 4,!!(, 45R1- I 4ER -- (511 'C t�2-�Q 11� I�-Z� 19,1 25' 16, g z tA,j -�I�� l I 2j7 -Z�25 FLOOD X 1 Zi z EI :2 IS R7-BA SlENIUDE CONCRETE z z ROOD vi!AE—I C So FLOOto I. CURH R7-8A0) PI, 1� _R7-8(4) IS)rWALK >5, re 0 ER v+IR7-8(4) D I L -MOUNTED _RI-6(BOL7RD 100 BCULARD —7 ——------ s MOUNTED 2XTIVNDUNTED� SHIER BLACK <0 < \ ./ -Ff", `\ - -J AGGREGATE z R7-8AI1) -4-—m BOLLARD MOUNT 4 4� COATED t, CH < 2`R 13ULLNOSE AIN LINK -,I- —19, 1-91 25'i CURB(I YR) 2 -0 0 z TI-8 tP! e� 1q, P191 19, 19' IS S 4, < SIDEWALK EXPOSED R7-8A(l) R7-SA ­Y­K� ky, bo z DOLLARD MOUNIE­ -LOPE 1z 'z S[��IZALKI R7­8 �v CART —COR 9 2F 19, 19' 1 25' 9. 201=9 21' -19'- F -7— I, L BOLLARD SWI-LZOO� <­3 R7-8A(2) < 0 IP 19, CC8�\R� InIL 25' --BOULARD MOUNTED CART­ N� f, )PRLE TYP _ --- 100- -I LANDING: RA IftzO r -Z (TY, 2'R LIGHT AREA(TYP.) X- CDR @ 45-(TYR)CC POLE IF, ZR 2R 2R 0 ZI 0 CART �SOILLZOC, FUTUREBY Z z 20'. ITYP.) CHARGING 00 STATIONS—,I CORRAL ZIS 0 0 CURB(TYP.) �-4 5 R-- to A 19. 19' 1Y 21' FENCE MOUNT Z5 19 21'1 OW STORAGE -x zIn- -�LOPE NOT -SNOW STORAGE-7, 19, 25' LINK ENGE EXISTING'NS'SIGN PAINTED AREA I V 1.TO 1X-ED'V:12. _I DIRECTIONAL 11R BEGIN VERTICAL 14—< OUTER _--.G IN ER,NE TE CR RENA In 4 o Pi EXI B �,LPAIN Ici.6 ER 0 LK 31 -C" EXISTING) 5WIDE CONCRETE V BED, A""A -RAP SPLASH - PAD(TYR I L BEGIN INSTALLATION PREPARED BY 6'R 61 RJO'CONNELL "'s-D .0- IV SNOW STORAGE OF NEWX HIGH BLACK VINYL COATED CHAIN SITE - BITUMINOUS - - % -0 gull, &ASSOCIATES,INC. ROLE(TYP.); --r -- YR ADJOIN EXISTING -PAi TED STOP SIDEWAI CIVIL ENGINEERS,SURVEYORS&LAND PLANNERS R END JGCw 80 MONTVALE AVENUE SUITE 201 STONE LI DA 0218,1 INSTALLATION-III PHONE:781,27S.0180 RJOCONNE COM But- TER EXISTING `PERENNIAL SIGNALIZED PREPARED FOR 50,N'- 2'R OW, INTERSECTION TREA NIS Llhi IT OF wuA Z (EXPOSED - WATER QUALITY BUILD SWALE BULL NOSE C (TYP R [:EX 0 (SEE DETAIL) Lu _LC;EEG IV':1'2H BE DSM REALTY 'I �'11.1.-.KMNIL BULLNOSECURB No < URB ENAQ,,­��N LINK BREAK( 1 7 1 9- R TR BREAK(TYP 881 EAST STREET CO. W (SEE DE • LINE PE IS IL) Y IT SATE TEWKSBURY,MA 01876 L PERENNIAL `e' NS 0 Rib ,TR R 2 CONCRETE 0 7 E� �—LANDING STREAM FIL 1\ CONNECT IN ,STR.M FIL 'D n FENCE TO EXI STING KPV-----]EXPOSED 2'POSE" FENCE "Y -7 2TR BULLNOSE SYLL LEGEND PROJECT NAME m 4 CLR:TYPEUMF U C TYPE ;!:5 \E� ORTH TRAFFIC CONTROL SIGNS 111 1 N 4T NO SALTNO SNOW S701KPILE SIGN NS EXPANDED ANDOVER MALL DCUB YELLOWCE'TERLINE DVC1 RIP-RAP SPLASH 2,2' BASIN-2 -PAD(TYP�)- to SIR E ILI OR L IS IYUL BIORE ENTION 0' BUILD SING; SA&L NORTH ANDOVER t 0­ L)3 131 CURBRIDIUS TR OV STREAM FLOWSOY, R� I It SIGN TYPE I EXISTIN •G LOCKING G11 BULL NOSE CURB PEAK gP HEAVY-MITY PAVEMENT L SEAL IORE EN 4'HIGH BLACK VINYL AREA COATED CHAIN LINK (SEE BE SHE ZON GRASS SWALE FENCE E *AAv miTS TION -1 ON X-6 CONCRETEADA Sol-, ACCESSIBLE PARKING STALLS END GRAN CURB RAM(EXPOSED Jt R3-7L' Do BRIAN R OR AGGREGATE)TYPE -LIMITOFWORK R 0 RIP RAPSTONE PEREN'NIAL a. BUILDING ENTRANCE STR M FLOW PAINTED IN—H A-- ------ P_-FrENNIAL BAR B 1KVITYL S ILD14GDCIOR --%-­ FENCE TO EXISTING STREAM FLOW A VINYL 0 1 IU DlSrUIFB� --- lly !Y��'I';LCNVEVI'.HAIN �--40 NCE ZONE 'A FENCE I __�JFENCE DESIGNED BY BPD LIMIT OF WORK I/ -- i - CHAIN UNK^NCE INSTALL 30 LF OF PAINTED Vo 20 DRAWN BY: WJH IT3 STEEL CORTEN DIRECTIONAL Z7 n, A0 ANREMF REVIEWED HOOD GUARD RAIL GUARDRAIL AFRO BY: BIOD PARKING ROINCOUNT 4)� 5,WIDEpE BE, SCALE: 40' _CONCRETE DATE: 10/24/2023 INS 7�\ _CON --GR( In TOTAL PARKING COUNT T < 00- DRAWING NAME: 104 3,- CROSSWALK ,�N -Z (MATCH 0 S. - -2 RIP RAP SPLASH SITE LIGHT POLIS 2'BULL NOSE IN, PAD(TYP.) PARKING AND > BUFFER(TYP) TRAFFIC CONTROL STOP BAR SIDEWALK TO Ii I RI-1 ADJOIN AEXISTING FIS 1 ADJOIN EXISTING NO VERTICAL GRANITE CC SIDE% E S,,8 6 1.N1 BE X CROSSI K CURB INSTALLATION AT PLAN z E PROPERTY LINE.TIP DOWN 'LAST SECTION OF CURB '-EXISTING ;A�� DRAWNG NUMBER: A OM 6'REVEAL TO 0" PERENNIAL ,I' SIGNALIZED 1AINTB.ARFONVS t("t-1 REVEAL STREAM FLOW INTERSECTION 40 0 20 4D 80 ORK C-4 UMTOFWCRK INSET NOTE:FOR TRAFFIC CONTROL SIGN SCHEDULE,SEE DWG.N-1 RIP-RAPSTONE ij,� SCALE:1'=40' PROJECT NUMBER: gggTITLED"GENERAL NOTES" GRAPHIC SCALE IN FEET 17070 LFRENCH DRAIN 0161-4 E­ EBUi Copyright 0 2025 by R.J.O'Connell&Associates,Inc