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HomeMy WebLinkAbout2024-02-19 - North Andover Mall Redevelopment Complete Set - Plans - 350 WINTHROP AVENUE 2/19/2024 SIT LANFORR DVLO M NTOF NORTH ANDOV R MALL ( 350 WINTHROP AVENUE ) NORTH ANDOVER , MA LOCUS MAP (NOT TO SCALE) G�, 3 N Z 400 Z 100 U1 SITE LTG �L A Q.g g� D 1 3 DRAWING INDEX DRAWING LAST DRAWING DRAWING DESCRIPTION DATE REVISION 10/24/2023 02/19/2024 C-0 COVER SHEET 03110/2023 02/12/2024 EX-1 - EX-3 EXISTING CONDITIONS PLAN SPECIAL PERMIT RESUBMISSION DESIGN TEAM 10/24/2023 02/02/2024 N-1 GENERAL NOTES 10/24/2023 02/19/2024 OS-1 OVERALL SITE PLAN OWNER'S REPRESENTATIVE: LANDSCAPE ARCHITECT: 10/24/2023 02/19/2024 C-1 DEMOLITION AND.EROSION CONTROL PLAN LT DEVELOPMENT LLC VANASSE HANGEN BRUSTLIN 1 STILES ROAD 101 WALNUT STREET 10/24/2023 02/19/2024 C-2 GRADING AND DRAINAGE PLAN SUITE 106 WATERTOWN, MA 02471 SALEM, NH 03079 ATTN.: ERIK J. BEDNAREK, PLA CLARB 10/24/2023 02/19/2024 C-3 UTILITY PLAN ATTN.:JAMES LAMP, PE PHONE: (617)607-2614 10/24/2023 02/19/2024 C-4 PARKING AND TRAFFIC CONTROL PLAN PHONE: (603)498-2375 ENVIRONMENTAL: 10/24/2023 02/12/2024 L-1.0 TREE PLANTING PLAN [R:7j I 0 C CIVIL ENGINEERING: LUCAS ENVIRONMENTAL, LLC RJ O'CONNELL&ASSOCIATES, INC. 500A WASHINGTON STREET 10/24/2023 02/12/2024 L-1.1 SHRUB PLANTING PLAN 80 MONTVALE AVENUE QUINCY,MA 02169 10i2412023 01J2612024 L-1.2 SHRUB PLANTING PLAN SUITE 201 ATTN.: CHRISTOPHER LUCAS, PWS STONEHAM, MA 02180 PHONE: (617)405-4140 10/24/2023 01/26/2024 L-2.0 PLANTING DETAILS AND NOTES T ATTN: BRIAN DUIDON, PE 10/24/2023 02J02/2024 C-5 MISCELLANEOUS DETAILS I RJO'CONNELL & ASSOCIATES, INC. PHONE: (781)279-0180 GEOTECHNICAL ENGINEER: CIVIL ENGINEERS, SURVEYORS&LAND PLANNERS SLR INTERNATIONAL CORPORATION 10/24/2023 02/02/2024 C-6 MISCELLANEOUS DETAILS 11 80 MONTVALE AVENUE, SUITE 201 STONEHAM, MA 02180 SURVEY: 2 COMMERCE DRIVE, SUITE 110 10/2412023 02J02J2024 C-7 MISCELLANEOUS DETAILS III PHONE: 781.279.0180 RJOCONNELL.COM RJ O'CONNELL&ASSOCIATES, INC. BEDFORD, NH 03110 80 MONTVALE AVENUE ATTN.: CARL W.THUNBERG, PE 10/24/2023 02/19/2024 C-8 MISCELLANEOUS DETAILS IV SUITE 201 PHONE: (603)945-6112 PREPARED FOR: STONEHAM, MA 02180 10/24/2023 02/02/2024 TT-1 TRUCK TURNING PLAN ATTIC: MATT LOWRY, PLS 10/24/2023 02/02/2024 TT-2 FIRE TRUCK TURNING PLANA DSM REALTY PHONE: (781)279-0180 10/24/2023 02/02/2024 TT-3 FIRE TRUCK TURNING PLAN-2 TRAFFIC: 10J24/2023 02J02J2024 TT-4 FIRE TRUCK TURNING PLAN-3 $81 EAST STREET VANASSE HANGEN BRUSTLIN TEWKSBURY, MA 01876 101 WALNUT STREET 10/05/2023 - - SITE LIGHTING PLAN WATERTOWN, MA 02471 ATTN.: ROBERT MAGI, PE 01/24/2024 - 1 SIDEWALK PLAN PHONE: (617)924-1770 10/24/2023 02/02/2024 ES 1 ELECTRIC UTILITY AND LIGHTING SITE PLAN OVMHER: 10/24/2023 02/02/2024 ES 2 ELECTRIC SERVICE AND LIGHTING DETAILS 12/08/2023 - A2-A10 BUILDING ELEVATIONS DELTA MB LLC 12/08/2023 - 7 A2-A20 BUILDING RENDERINGS C/O DEMOULAS SUPERMARKETS, INC. 875 EAST STREET TEWKSBURY, MA 01876 PREVIOUSLY ISSUED SPECIAL PERMIT DECISIONS \ ASSESSORS MAP&PARCEL: 1. SITE PLAN REVIEW MODIFICATION, COMMON PARKING AREAS AND MULTIPLE USE FACILITIES AND REDUCTION IN PARKING SPECIAL PERMIT DECISION, DATED MARCH 19, 2019,TO PERFORM CERTAIN SITE ASSESSORS MAP 26 IMPROVEMENTS TO CORRECT EXISTING ADA DEFICIENCIES. BLOCK NOS. 6, 8 &9 2. SPECIAL PERMIT DECISION, DATED SEPTEMBER 2, 1998,TO CONSTRUCT A 5,619 SF ADDITION TO EXISTING ASSESSORS MAP 27 SHOPPING CENTER. BLOCK NOS. 27, 30, 31 & 32 a 3 a GOVERNMENT/UTILITY CONTACTS o TOWN MANAGER FIRE DEPARTMENT: PUBLIC WORKS DEPARTMENT: BUILDI NG DEPARTMENT: ASSESSOR'S OFFICE: CONSERVATION DEPARTMENT: TOWN HALL 795 CHICKERING ROAD 384 OSGOOD STREET TOWN HALL TOWN HALL TOWN HALL 120 MAIN STREET NORTH ANDOVER, MA 01845 NORTH ANDOVER, MA 01845 120 MAIN STREET 120 MAIN STREET 120 MAIN STREET 2 NORTH ANDOVER, MA 01845 JOHN WEIR, CHIEF ATTN.:JIM STANFORD, DIRECTOR NORTH ANDOVER, MA 01845 NORTH ANDOVER, MA 01845 NORTH ANDOVER, MA 01845 MELISSA RODRIQUES PHONE: (978)688-9590 PHONE: (978)685-0950 ATTN.: PAUL HUTCHINS ATTN.:WILLIAM MITCHELL, CHIEF ATTIC: MAXNER, CONSERVATION m PHONE: (978)688-9510 BUILDING COMMISSIONER ASSESSOR ADMINISSTRTR ATOR COMMUNITY&ECONOMIC DEVELOPMENT: PHONE: (978)688-9545 PHONE: (978)688-9566 PHONE: (978)688-9530 HEALTH DEPARTMENT: TOWN HALL WATER&SEWER DEPARTMENT: TOWN HALL 120 MAIN STREET 384 OSGOOD STREET POLICE DEPARTMENT: ENGINEERING DEPARTMENT: PLANNING DEPARTMENT: 120 MAIN STREET NORTH ANDOVER, MA 01845 NORTH ANDOVER, MA 01845 1475 OSGOOD STREET 384 OSGOOD STREET TOWN HALL NORTH ANDOVER, MA 01845 ATTN.:ANDREW SHAPIRO,AICP ATTN.:TIMOTHY WILLET, MANAGER NORTH ANDOVER, MA 01845 NORTH ANDOVER, MA 01845 120 MAIN STREET BRIAN LaGRASSE, HEALTH DIRECTOR DIRECTOR PHONE: (978}685-0950 ATTIC:CHARLES GRAY, CHIEF ATTN.:JOHN BORGESI,TOWN ENGINEER NORTH ANDOVER, MA 01845 PHONE: (978)688-9540 PHONE: (978)688-9533 PHONE: (978)683-3168 PHONE: (978)685-0950 ATTN.:JEAN ENRIGHT, DIRECTOR OF DRAWING NUMBER: PLANNING N PHONE: (97 8)688-9535 CMO c a PROJECT NUMBER: 0 cC 0 Q'N C_ Copyright 02023 by R.J.O'Connell&Associates,Inc. 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IIIII11�t i111I111, Ii \ i I I I I I FFE=35.45 cii I"1 IIII IIII`tlt, IIIIIII \\\`\I\ ' CONDITIONS PLAN Z 1 It � \ 1 ► � 1 , Ii1tI „ t►I ► \�t \\ \ 111 1 I r Li 1 ! i 11 Il III \ N Fj I .B-15 ' , ' rdi ' I S1EE TUBE A[M SPR R=33 6H/ / jl 11 } 111 t, , \ \r \\\ \pA / \ 1 1 1 11,11 t ' I l I O 31 l 1 '�111!1 1 I I't I t,I \ I DRAWING NUMBER: \ a= , / /j lI l Ill/ 1/ '1111111,1I \ I ll// l II� 140 0 20 40 60 EXm1 8'CLAY /1/1 // /// I 2 , t \ It IR`. \ 1 1 I \ r►� . �/ 1/,/!!,IIIII(t`X\ BEFORE YOU DIG ` n 1i1i 1 , GENERAL NOTE: PROJECT NUMBER: CALL 811 SEE SHEET EX-3 LEGEND AND ADDITIONAL NOTES. 17070 0 GRAPHIC SCALE IN FEET Copyright 0 2023 by R.J.O'Connell 8 Associates,Ina Z' 731 _ B s ur' 14 \ \� I' n ` 3 \ �PUArP ltJ I R=31S.ss / ♦ \\ F 3'I Il t Sll "{I"IIII "� I j / /! 1 1 II \ \ 1, 1 I EL27.5 I $ \ \ n 1 ( A-22.65 o I F�s i i'n' 1 N 11 ii\ I y f B-22.30IIIi� \ i� 11{ 0c , , I TOTAL LOT AREA: m l 1 \ ( Ij SLR-11 \ I J C=z2.10 1 SLR-n l i I 1 i/ll2,'ijy/�l/Ill� llr, / I! `� y , 1 1 1 Rd I I I !/ 1 1!11 till 1! l / i o ( f 822,900 SFt OR 41.8 ACt � g � I IF-s /)ll/ lI/' 11 I 1/1t1� { o \ \ \\\ \ \ 1 \E429.�4 \ '+ I I t't,,! / R=3o.82 r / 1 1! \ ( m , E 07M I STORY AMSOHRY x STEEL BUILDM N� A-26.37 CB ( I I l!ll/JJ J/. /,.1/J, tl ll1/j i I N ` a3sase�f \ B=27.97 D Jyh J(, STONE BOUND \ \ \ `tl i E" 4t` tv I 1 I r 4" /l1/ EISt7i11f iI I R o N Z C \ 111 i m I I Z f ! I/ II I \ \ i ' c-2s.12 A 1 I PR ii 1 i Wmv PIN FOUND \\t \\` ,.ti\1, t\�i 1 ! \ \ I 1 m MATCH LINE - SHEET EX-1 A&TAL N / I I 1\I\\r l IIi`'(4,11. I 11 arc t.3so Bra,CT STEPS LIP AU � � � � aa� � � ,'� � .}. � 14 �4 I I ��, � � � � � s_ � � � s_ � � � � s_ � s_ � � T IA" III Ili „(I�II1 1 \ I'"'1's I S scc I i / - I I _ --N 1 111 I I I i I I I I I I I I I LIP 44es uPssra' 11{ I111!1111'Iill I11{III ( III 1 i \ I\ \\�\ � 1 ► I �. € \ SLR-18 � 1 II II►1111 II11�1111 i I I. , w� FFE=s$45 3 ` 1 1I�I fill 1III�I111 t111�if \�\\\I i i To- c ' 'ILA 11 1 �1111'11111111'1111�11 \\�\`\i\ (\W � " I 15 m , i ( I 1 SPR SMH PAIm STEEL TUBE ADA R=33.61 / l j iI I I i{{J { ' + �1 \ \ \ \ I RAIL(TTP.) .31 /t Lll I I1531! I( I I I I \ o \ e= \ 8"C[AYB A C / / / // l Ii/Ii!// 11/JIIt/E t11 II \ \ (. � \ A 11 ll\\ �1I \ 1 lilt' + I 11 r►/ r 111 l ► I �, UP 4467 I Z �tt1 1 SWALE i ( f j ♦ \ °rPAVEDs a /RM33.83�/ \\ ! k' \ \\ \I tl i 1 I a Z ' \ y B=26.5a� //// ,�`� �) // / 1 I I(�1 I I CB 1 / / l 1+1 +t\ o / 00, I \ \\\ B\..�\l ` I y i cn i ' /FRCP DRAIN P1PE / //� E ce I W ,L Z J W a / / // APPROX DIRECTION /// //%/R=7 $! / I I R=75.58 z A i \ CaAAaaErE \ r / / "f/' ////// //// r ///A=se.e3 1 ! l l i g 1 i t ( AW y / / / / / 1 U, I I + \ UP 551 /// /// //� // / / /gyp/8=59.38' //,�/ 1 B- 1 Z�s j 1 i I \ ///. / �///i / .c=4ssa ! r b \B \\ I i i\ - - - - - - - - - - - - - 100.00' 100.00' /%> � N T o t 1 t P �` 8' CH4W / 1 S7X 10'11 V S7.3'10'17"W LINK, ka FENCE VACANT SPACE PAPE SPR M "-' y !!! o �' �i1S V7 629 WAVERLY ROAD h I / I 1 \ UP 5517 �c 1051 P�468 PARCEL 1D: 027-0014-000 I s ^. / / 1 3 /!Y // (1) N/F I f N w v} - - - - - - - - - - C, GUY W /! ` EETChW I \� CEI ` { y - - - _ _ f a /^\ 111I`!/`!!/ SMH CZZ i / I ,� \ !/, / /.// I R=78.06 / / J� I _` \ SMH �, IIiI 1/ll1 j� PARCEL AD: 027-00d9 6M WAVERLY 0113--000 I DMH� EL28.7` ` ` n ( STEELWKADA R=32.02 ,� • I1{iI it {1htJ/! eW ®SMH �YDI ai N = \\ \ i ® A=25.87 , 1 I tl 1 tl• NIF R 77.95 \ 7� RN 5.80 RAIL(TYP.) a=25.77 i 1 1 1 I I{ WON PARK& UNYOUNG I ( l I l 1 + I I TJ AWX C-25.67 i'Iili 11{�I� I{11 ff PARK FFE J5.44 I t I I i 11 •r;V i DMH \ CNIP I f / I j� 7j CB'. i III \ ` v R-35.08 \\1'1 . i 29.70 ,! ` / { / ,A=311 IIIIIIIIII11I1 to ( Q / Ca 11 \ , o I t C 8=28 IIII IIII 111 - - -- I \ 28 9-10 f v I 1 A II �` JD 21 'III1I'Ii+II II CB �+ It \ \ \ j J DMH v �i J A t UP 5516Ii+1 :W 639 WAVERLY ROAD t R=35.16 \ \� \ ` � / i o A=28.52 b / I IIII I Iil + i�p PARCEL 10: 027-0ot2-o00 of\e\\-9\\ % \ r� r� /"�� °� J! I\I c=2a:z2 cv cD !N l l`' �1 1�i �� N/t I 8-49 \ \ -D-28.o7 Q 103.8 l, ' 11) ^N BN AMARAL I \ \ `/ 1v / \ t lI {I i J I I �� _ 1 Record Owner: \ \ �/ N78'0240"E' DELTA MB,LLC. 12" RCP \ / / �n / i VACANT SPACE i D �ti ! 1 �I-2710 / fFE 35 42 \ / 1/I 1/I )I \1D0 p0' - - c/o DEMOULAS SUPER MARKETS,INC. \ / I I I \ \ 875 EAST STREET I�S 1MH TEIMCSBURY,MA 08178 \ 7 / to-is:ss 1 Btc laoss PG.27 GENTLE"At \ ; CB B B-26.59 I I I I I I I R I t 1 1 � I I lI I J t h 647 WAVERtr Ra4D 1 \ CB / / 1 FFE-35.45 \ R=31.39 III I 1 i I l I R=31.99 B-50 \` I / - 1 \ INV-26.64 � / l I i I I if i i / 11 �=qh� PARCEL ID: 027-001 J-OAO I SLR-12 / ®+� POSH AiAILS ! / I ! 1C-211 1/ I i 1/ Il l 11 I , III/IIi / (Ow) &SPA {-5 i o //I i i l t I I / I I I I WILLIAM ASARc Location: \ _ / EL32.0 / FFE-JI45 UP 1 �i� ! � I i I / l / ' / I I{' I 1 PARCEL ID:027-�08-0QO 8 7 t II i C 1 1 1 / / if / / I I 1 PARCEL ID:Q27-0008-000 \ \ \ t 11111 1111 Guy ,cJ t / { I I i I / I ! l { II /{I i 4' CHAIN PARCEL ID:027-0009-000 AT&T I AMM I / $ �� { 1 { 1 i I 1 / // /1 i j I / 1 �l l T{t/ LINK FE7VCE l { PARCEL ID:027-0027-000 \ , ti� ` 1 i FFE 35.46 oOM q�,j�i j C-_?A( I f (// / / / / / / l J I I l/ -- _ PARCEL ID:027-0030-000 0 8-5t p \,8 6 i 1 / 1 237 ! _ _ _ _ ` `" �OQ ' 1 I 1 I 1/! 1 ! / J '/ ! J , 11I II I11 / 1 PARCEL ID:027-0031-000 \ � i f 1 1 I J /1 J / / / ///J 1/1// / 1 /liI/// / PARCEL ID:027-0032-M B-52 ` 1 J \ BOUYWOOD GRILL G Gv °� D-J \ + l \ 1LM Fff=35�J. UP.5 t1s 1 1 J /1!1 1! / 1 J ,J 1 (i/I �o O PARCEL lD 027Y00 I RoAD 350 WINTHROP AVENUE \ / NORTH ANDOVER,MA � . ore-5 �-B J/ N 1 , EL32.1 i �_ _ _ _ // cur /J l ! f ! l 1 / l l /✓!11/ I 0 LAWREACE RNERA i /• 1 � � M l / l l! rx y � e-54 i @�N3 @Yam, LDNaS RQ4ST � / � 1 + � /S � � N\ BEF / i , i 1)11� UP SMH B-4 I SLR-14 FFE 35.50 R=30.73® \ ` ` D-2 \\ ��R� ` EL33.s '��i C-4tt \ i\t\ \ \ \\ \ )1) /Jl/�/ it 4' G� \ �_ \ \`t? �� `` ) l ( -i��-J 1 ( /i OCK 2?' /r/ \A\ ii i \ \ \ \ \\ \ // l l 1! uNK FErvcE \ ` I t - II Id01S / '�� c��a . I I i I ` \ \ 1 i / J, • l/J / �, 1 { �o;� i ce B-55 ' y / J Zi �g I I r \ 1 \ \ / 1 J J / l/ ,� I� \ \\ t 0,01,01 I 1 / -� r�_� 3 C-6 ( I ) i I / �'1 I!/ �J/J J! !, J 1/Jl PARCH ID. 0E2R7Lr�0 I \ B-2` i / 8 /1 I J 1 N PREPARED 8Y: D-4 \ SLR-9 i �S / 4 C-9 ���.LLL.���C-6 / i Or / i B-57 B-1 (OW) 1 3�`'9 / �/ f . . Ill / 1 f ' +1+ 1 i+ 1 + 1 i { 1 JrcLiw coNAaLLr RJO CONNE� D-5 \8-ss / a / j EL32.2 i f o-----e/ c-7 } It ) ) ' j I j 1+ I)I t i Ii l 1 I I I I 1 I j \� / 35_C-tt C-10 1 1 1 I 1 ( , 111 i i + + ► i - _ / & ASSOCIATES, INC. D-6 1 ✓ 1 / / ` C-12 ) ) , 1 I I 1 +` ++ 1 +'1 + 1 / CML ENGINEERS,SURVEYORS&LAND PLANNERS 1 { / �� i`�• . / ( I ) I ( I ( 11 ) + i + 1 I // 80 MONTVALE AVENUE,SUITE 201 STONEHAM,MA 02180 PHONE:781.279.0180 RJOCONNELL.COM C-14- ---33 I\ I I ++ +i+ PREPARED FOR: �1 / c \, �tLON� _ I _���� l C-15 /� / /! \\ \ 1 1 1 1 1 ))(�I I/i o 667 WAVERLY Raw / OD-7 C .- 7' Q i t ( I I i ( 1 11 tt / PARCEL ID. 027 0008 000 C-16 J \ t 1 I t F DSM REALTY POLE ( - -32�/ 1 / J// /// \\ \\I t\f 1 + I' I 111�'lr/ l "/F / \ Z J - J/ / , /1 ► I ) 1 I I I t/ w�� 881 EAST STREET o ` N � // c.16 C-17 / 1 r`rl,l% I i t� _ - / / TEWKSBURY, MA 01876 � - X 1160WIff HOMY D-6 EASONWr •-0-21 / c-1s snlLo a oP twat ! / ,! i! / r,/,//,!! / / lr 111 \ / !! /!// //`/4J1/ PROJECT NAME: \ \ ! =°� ' �' //' �� r 'lh�111 � J l NORTH ANDOVER STONE BOUND sm-1 /, o 1! �l /! li ' J MALL t NORTH ANDOVER, MASSACHUSETTS //l 671 WAVERLY ROAD \\ 4, t PARCEL 1D: 027-0007-0671 SEAL ARTEArN NeazAuov l ! f!/ �� l iMOFLrA N D-9 0' / �'` / / / t / / / / / / !! // !!/ ! s!8/,// !/ In,�� / �° MATTHEW N o No 4962s g9oFFSSto`'P m CB r t 1/11 'l'll l ! flQ R=33.CB / / / l . / fy'f//! A0 SUFNEV /� ------------ r/r' 1lfL1NK FENCE J G48 � adl jti ��Y \ JG, PROFESSIONAL LAND SUAVE OR FOR DATE ---- / r / !! / /rl /J f//1 RJ O'CONNELL&ASSOCIATES,INC \ R=36.63 -"----- 1� l 1 l/! / l /,lNggZs // /, //1,/`I 1 DRAWN BY: RJK j� /, /f///1`l 691 WAVERLY ROAD_ u s_ s_ s_ a• s_ s_ s_ . .. . s_ s_ W. ! f /S/�r / 00' / �! //r /iML RCEL a� SCALE: REVIEWED BY: V \ -------_ V'4 SCALE: 1"=40 j �41 ---- \' �� / ! ! FIELD CREW: TDB/JWS \ MATCH LINE - SHEET EX-3 r r J! f i! / t! // r! ! /, / /' CORRNLLLEE 2015 \\ jtit /!/ ! /,!r!/�! /!!! // REVOCABLE TRUST J DATE: 6/16/2023 \ GUY i-_ -z 5�pflD ^ \\ �r / ! // / ! /r f / / r/'3! ! !/ 1 t 1 1 u GUY GP --- z t 1 DRAWING NAME: UP \ i / / , r r r / rfl / 1 1 / 1 11 •� 1 DIG SAFE GUY ,� ,/ �1 � /, / / / 1 r /f/'r , /,!, f , , l ,'� l J / ,f^'ter 697 WAVERLY ROAD , EXISTING \ ati / PARCEL ID. 027-0004-000 o ` , , ,\ / / / /, / , I/ / /! !! / / // / , / / , S NIF CONDITIONS PLAN /k� ♦ \ , / / / / ! ///f/ // ,!/ !! / / ///I /,!,l ! 144RJORIE BICKING [R:7j DRAWING NUMBER: Z 40 0 20 40 80 EX=2 01 BEFORE YOU DIG GENERAL NOTE: PROJECT NUMBER: CALL 811 SEE SHEET EX-3 LEGEND AND ADDITIONAL NOTES. 17070 P GRAPHIC SCALE IN FEET O Copyright 0 2023 by R.J.O'Connell&Associates,Ina o � oc sicN I i r r 667 WAVERLY RAID o 0 0 \\ �� �r C-15 ilk CD-7 yGG ��--� P / 1IIIIi , IPARCEL /D: 027-oo08-DOD-1s POLE -qqL - I } 1 I I I II �l/ 7hVMAS F AOLEY [Rj :C] / / / / 1 // "��A �'C-16 C-17 / j I / / / 11 1 I i I i i I I !!!i - _ I LEGEND ° ��?N �� A/iS5D0T tNar>>I�Y / / // j/ / /1 //f/l ( i I (NOT ALL FEATURES CONTAINED IN THIS LEGEND APPEAR ON THE PLAN) cA ` / D-8 -C-2 X / C-19 -911LO mm OF tmf /f //jf !/ // j///f/ f fl 11r11;1I l a BOUNDARY LINE - - - - ABUTTING LOT LINE \ C-20 tg!f ! / ! / / ! , f f !I/l EASEMENT LINE STONE BOUND / /I Q FOUND O SED-1 } 1/l / I // //// // /// //// /J//!I�//!!1t\O I S S SEWER LINE l l f f / / �/ //// // f1�1!/I �} I D D DRAIN LINE Jl/ I W W WATER LINE IL / 1// 671 WAVERLY ROAD / III I PARCEL 1D: 027-0007-0671 G G GAS LINE z a ! / !I NIFE E ELECTRIC LINE Y g ARTEMlY N142AMOV T T TELECOMMUNICATIONS LINE UP aoeo 4 \^ / / / ' _�� /ff If I/ //fl ff,l f f j�// j j / /j j�// f ^O/ I I ohw ohw o OVERHEAD WIRES z t z D-g \ ` / / / i t I 1/ / // / f / / j /j / /!/ / , GUARDRAIL i I z \ / Illy /-34- � \ l/f f/ // /l (� X X X X CHAIN LINK FENCE � � I STOCKADE FENCE o g v R=33CB 7 / ` r��` !!t f/ f/f f�f 4�4p"jy, JlJ FIELDSTONE WALL °� J 1 /J / 1 A)'0 / / j I / 1 I1J /f/ J l -700- INDEX CONTOUR W� - _• , /� c,� 1 Jf l/ l / ^d N / J f J/ , I/ !!!J'I,' , C>iAtN 50 - 98 - - - - INTERMEDIATE CONTOUR c i /��------------ f / J f 1 J oI 1 1 �f J J f Jlf Jjll x FENCE i y ° f f /y J j , / ! J f/ /J f r'O.,UP UTILITY POLE cc CONCRETE CURB \ -_CB _- -__ -Ifj/ •�"E•LP LIGHT POLE VGC VERTICAL GRANITE CURB R-36.63 _- --- S ` / '/ f/ /J 1/J// / ?509'J! / //// fll 69t WAVERLY ROAD / 0 ELECTRIC HAND HOLE BCB BITUMINOUS CONCRETE CURB W MATCH LINE - SHEET EX , j / /L/ j �Op• F // /j!/ f f/ PARCEL ID.- 027-0005-000 , o CABLE MANHOLE CONC. CONCRETE oast. a. at• �e�3. -r�PNI o i t /"'�'f .�I u� 'Sc ab ELECTRIC MANHOLE LS LANDSCAPE AREA S� \ //--------- CORR�?Ot5 mSMH , SEWER MANHOLE ENTRANCE DOOR \ ` �59-/\\ / / I / // / ! // // / REVOCABLE 7RUST g i //1 I ® OMH DRAIN MANHOLE SIGN \ GP Gam_ --// X \\, / / / f f J f // j j!j // / f/ fl I f f I ®C8 CATCH BASIN R- RIM ELEVATION GOY / / I / // 1, / l /I J f f f l / H WATER VALVE 1= PIPE INVERT ELEVATION /4Y /////// /I ff I l I V FIRE HYDRANT UP � / / / `-� 1 1 j // j / I I f/ I f 1 1 1 I I '� h I y (AEC) FROM RECORD PLANS GUY / /' /kry// / �� �j//f//J/ ! f�/ f/ ,Il,// J , /// / / f ^,^` 697 1111 Y ROAD O SPR SPRINKLER CONNECTION X 114.7 SPOT GRADE ` \ , l O PARCEL 1D: 027-0004-D00 I 0 PIV POST INDICATOR VALVE NIF BOLLARD DECIDUOUS TREE MARJORIE BWNG f n Gm GAS METER CONIFEROUS TREE GAS VALVE �� p RD ROOF DRAIN RETAINING WALL O AD AREA DRAIN DETECTABLE WARNING PAD DM R944.04 /J/ lot WAVERLY Rain / / `1 /// / / / / / / -J,y� J f I J f / / J J 1\•�+•� PARCEL AD: 027-0003-000 I R=47.37 / /,j -Yj ' ///7' / / /1J / ff f 1 ti^ / �-�\`GRASS1 ( - / / (i / / ! 1 ! // / / / f 1 / 1 1 O M1CHAft P, C45ALE I R=+3 ss R-4a 9z / '//�\\)!/�� ////�/l!IJI i/ / f 1/ I J / 1 f f 1/ f \ / ! 1 / 1 , / l 11 ! I I f 7- l Record Owner: >/ CB ------. //� BL�VI��2/� I J /I I /// f// // / /I I 1 /I I ± 1 FENCE \ I Go DEMOULAS SUPER MARKETS,INC. 2 / / } / F�� 875 EAST STREET R=43.93 _------_ MpP/�OCK,��\ l / I ( // / / ` !I / l ! / ( ' / f J TEWKSBURY,MA 08176 �l BK. 14088 PG.27 UP ----- - / \�\ /III I/�- \ ; f 1Jf Jf ,\1\ry/ /707 WAMMY ROAD l \ \ \\\1 1 / / ! f / l / / l l J / o PARCEL t0: 027-0002-000 PLAN REFERENCES: N/F f ��I f M►90�TIIIIRUST t PLAN BOOK AND PAGES REFERENCE THE ESSEX Location: \ I l / f J ( } 1, , / l/ COUNTY NORTH REGISTRY OF DEEDS PARCEL ID:027-OD06-000 /\I(� / , } } , } I f/tl f f I I PARCEL ID:027-0008-000 0 \ i \\ \! ( // `' J I J I f f ff/ f 1 ` J 1. 1938 PLAN NO.1089IN BK.614 PG.119 PARCEL ID:027-0009-(= -ce -- __sa \\\`\}t / /v t f I 1 1 t f l JPARCEL ID:027-0027-000 R-52.90 / \\\\\\ ` / I 1 ( / /1 1 } 2. 1946 PLAN NO.1695 PARCEL ID:027-0030-000 N 0 3. 1964 PLAN NO.5347 PARCEL ID:027-0031-ON QO�'�Ory PARCEL ID:027-0032-000 � �� � t 4. 1965 PLAN No.5362 a" PVC DRAIN \ ` \\\\j i y h t 5. 1966 PLAN NO.6412 350 WINTHROP AVENUE \ Ill } NORTH ANDOVER,MA 1=57.27--� \L l Ifll} t 6. 1966 PLAN NO.5413 717 WAVERLY ROAD/ 7. 1967 PLAN NO.5754 PARCEL 1D: 027-0034-000! t N S. 1975 PLAN NO.7250 GLORtA R1LEY 9. 1976 PLAN NO.7483 �57'- i% _= - 1 10. 1978 PLAN NO.7826 UP _ / 11. 1980 PLAN NO.8449 S � �i 4 12. 1981 PLAN NO.8800 8' STOCKADE \ f 13. 1993 PLAN NO.12180 CB FENCE 420 WINTHROP AVENUE i f 14. 1995 PLAN NO.12565 R-56.88 PARCEL ID: 027-0015-OW \ ABUTIERS a4IN� \ 15. 2000 PLAN NO.13766 PREPARED BY: \ \ CONNOLLY FAMILY TRUST elf O'CONNELL J LAYOUT PLANS ON FILE WITH THE MASSACHUSETTS a� \ f Lv �w LAYOUT SECTION:DEPARTMENT OF TRANSPORTATION HIGHWAY DIVISION & ASSOCIATES, INC. 1 � ! CML ENGINEERS,SURVEYOR$&LAND PLANNERS \ , ! 1. 1924 HIGHWAY LAYOUT NO.2216 80 MONTVALE AVENUE,SUITE 201 STONEHAM,MA 02180 2. 1981 HIGHWAY LAYOUT N0.6526 PHONE:781.279.0180 RJOCONNELL.COM \ \ � PREPARED FOR: / \ f DSM REALTY 881 EAST STREET / TEWKSBURY, MA 01876 \ ! NOTES: \ / PROJECT NAME: 1. THE PURPOSE OF THIS PLAN IS TO SHOW THE SITE CONDITIONS OF 350 WINTHROP STREET IN THE \ \ TOWN OF NORTH ANDOVER.THIS PLAN WAS PREPARED FROM AN ACTUAL SURVEY MADE ON THE NORTH ANDOVER I GROUND USING TOTAL STATION METHODS BETWEEN 3/4=16 AND=8Y2023,BY RJ O'CONNELL& j ASSOCIATES,INC.(RJOC). MALL / 2. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A REVIEW OF A TITLE SEARCH,A LIMITED NORTH ANDOVER, MASSACHUSETTS \ I SEARCH OF AVAILABLE RECORDS WAS PERFORMED TO ESTABLISH BOUNDARY LINES.EASEMENT i \ RIGHTS OVER THE SUBJECT PARCEL AND ON ABUTTING PARCELS MAY EXIST BUT ARE NOT SEAL \ / NECESSARILY DEPICTED HEREON. HOFdL9S�c a / 3. UNDERGROUND UTILITIES SHOWN ARE FROM OBSERVED SURFACE INDICATIONS,SUBSURFACE o2 4 y o / INDICATIONS,AND COMPILED FROM AVAILABLE RECORD PLANS OF UTILITY COMPANIES AND M O W a cMv f PUBLIC AGENCIES AND ARE APPROXIMATE ONLY.AS OF THE DATE OF THIS SURVEY,NO 0 No.49625 INFORMATION REGARDING RECORD UTILITIES HAS BEEN PROVIDED BY ELECTRIC AND GAS q PROVIDERS. BEFORE CONSTRUCTION CALL"DIG SAFE"811. GNUURI SEy�Q u .m II 4. THE HORIZONTAL DATUM IS THE MASSACHUSETTS COORDINATE SYSTEM(NAD83},THE VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD88).DATUMS WERE ESTABLISHED / USING RTK GPS METHODS. t 5. THE POSITIONAL ACCURACY OF THE DATA AND PHYSICAL IMPROVEMENTS ON THIS PLAN MAY BE PROFESSIONAL LAND SURVEY R FOR DATE \ APPROXIMATE.ANY USE OF ELECTRONIC DATA CONTAINED IN AUTOCAD VERSIONS OF THIS PLAN RJ O'CONNELL&ASSOCIATES,INC \ TO GENERATE COORDINATES OR DIMENSIONS NOT SHOWN ON THE PLAN IS NOT AUTHORIZED. DRAWN BY: RJK Q REVIEWED BY: ML !j 6. WETLANDS WERE DELINEATED BY LUCUS ENVIRONMENTAL,LLC IN MARCH 2O23.WETLAND FLAGS WERE LOCATED IN THE FIELD BY TOTAL STATION METHODS BY RJOC. SCALE: 1"=40' h FIELD CREW: TDB/JWS 7. CONTOUR INTERVAL IS ONE FOOT(1'). Y \ j DATE: - 61`1612023 DRAWING NAME: o / DIG SAFE EXISTING 0 o CONDITIONS PLAN DRAVVUJG NUMBER: 0 2 40 0 20 40 80 EX=3 BEFORE YOU DIG PROJECT NUMBER: CALL 811 o GRAPHIC SCALE IN FEET 1 7070 Copyright 0 2023 by R.J.O'Connell&Associates,Inc. I. GENERAL NOTES: STALL A STONE LINING IN THE DITCH:A DITCH MUST BE LINED WITH STONE RIP RAP BY 7. THE LIMIT OF WORK LINE FOR THE SITE TO BE CLEARED AND GRUBBED SHALL BE WITH SAME NOVEMBER 15.CONTACT REGISTERED PROFESSIONAL ENGINEER TO DETERMINE THE STONE 7. ALL REQUIRED UTILITY CROSSING ENCASEMENTS(CONCRETE)SHALL EXTEND TEN FEET(1V) VI I. MARKET BASKET NOTES: I A It jr 1. THE CONTRACTOR IS SPECIFICALLY ADVISED THAT THE LOCATION AND/OR ELEVATION OF AS THE LIMIT OF WORK LINE NECESSARY FOR GRADING PURPOSES(I.E.THE GRADING LIMITS SIZE AND LINING THICKNESS NEEDED TO WITHSTAND THE ANTICIPATED FLOW VELOCITIES AND FROM EITHER SIDE OF THE CROSSING. AROUND THE PERIMETER OF THE PROJECT AREA). FLOW DEPTHS WITHIN THE DITCH. lq�*,� C EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF 1. PAVEMENT GRADES AT FACE OF CURB NEED TO BE COORDINATED WITH THE CIVIL ENGINEER ip i :c] VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. 8. EXISTING STRUCTURES,LIGHT POLE BASES,CONDUIT AND FIXTURES TO BE REMOVED ARE TO AND THE SITE CONTRACTOR,PRIOR TO SETTING FORMS. E I'll''1111,11-1-IJ THIS INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.THE LOCATION OF 8. THE CONTRACTOR SHALL KEEP ON-SITE,AT ALL TIMES,ADDITIONAL WATTLES,FILTER BAGS, WINTER STABILIZATION OF DISTURBED SLOPES:ALL STONE-COVERED SLOPES GREATER THAN BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL FEDERAL,STATE AND LOCAL ALL UNDERGROUND UTILITIES AND STRUCTURES ESPECIALLY WHERE NEW UTILITIES CONNECT SILT FENCE,ETC.FOR INSTALLATION TO MITIGATE ANY EMERGENCY CONDITION. 15%MUST BE CONSTRUCTED AND STABILIZED BY NOVEMBER 15.AND ALL SLOPES TO BE REGULATIONS. 2. CROSS GRADE ON ALL ACCESSIBLE ROUTES SHALL NOT EXCEED 2°l°. TO OR CROSS EXISTING,SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE VEGETATED MUST BE SEEDED AND MULCHED BY SEPTEMBER 1.IF A SLOPE TO BE VEGETATED iu START OF CONSTRUCTION.THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY 9. EARTHWORK ACTIVITIES ON SITE SHALL BE PERFORMED!N SUCH A MANNER THAT DIRECTS IS NOT STABILIZED BY SEPTEMBER 1,THEN ONE OF THE FOLLOWING ACTIONS MUST BE TAKEN 9. EXISTING UTILITY CASTINGS INDICATED TO REMAIN SHALL BE RESET TO FINISHED GRADE AS ¢ COMPANY,ANY GOVERNING PERMITTING AUTHORITY,AND"DIG SAFE"(1-888-3444-7233 OR 811) RAINFALL RUNOFF TO THE APPROPRIATE EROSION CONTROL BEST MANAGEMENT PRACTICE TO STABILIZE THE SLOPE. REQUIRED AND SHOWN ON DWG.C-2 TITLED,"GRADING AND DRAINAGE PLAN",AND DWG.C-3 3. LINEAR GRADES FOR ALL ACCESSIBLE ROUTES SHALL NOT EXCEED 5%(EXCEPT @ CURB 0 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION (BMP'S)AS DEPICTED ON DRAWING C-1 TITLED"DEMOLITION&EROSION CONTROL PLAN." TEMPORARY VEGETATION AND EROSION CONTROL MATS:BY OCTOBER 1 THE DISTURBED TITLED,"UTILITY PLAN". RAMPS). OF UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES SLOPE MUST BE SEEDED WITH WINTER RYE AT A SEEDING RATE OF 3 LBS PER 1000 SF AND INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION THEN INSTALL EROSION CONTROL MATS OR ANCHORED MULCH OVER THE SEEDING.IF THE RYE 4. SIDEWALK GRADE SHALL BE 1%WHEREVER POSSIBLE,THE MINIMUM GRADE SHALL BE 0.5%. 10. STOCKPILES SHALL BE SURROUNDED ON THEIR PERIMETER WITH STAKED WATTLES AND/OR FAILS TO GROW AT LEAST 3 INCHES OR FAILS TO COVER AT LEAST 75°I°OF THE SLOPE BY 10. DETECTABLE WARNING TAPE SHALL BE INSTALLED A MINIMUM ONE(1'}FOOT ABOVE THE TAKEN BEFORE PROCEEDING WITH THE WORK.IT SHALL BE THE RESPONSIBILITY OF THE UTILITY IN ACCORDANCE WITH THE APPROPRIATE UTILITY COMPANY'S REQUIREMENTS. ALL SIDEWALKS SHALL BE GRADED TO DRAIN.THE CONTRACTOR SHALL CONTACT THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED SILTATION FENCING TO PREVENT AND/OR TO CONTROL SILTATION AND EROSION.THE NOVEMBER 1,THEN THE CONTRACTOR WILL COVER THE SLOPE WITH A LAYER OF EROSION ENGINEER IF THESE CONDITIONS CANNOT BE MET. IMPROVEMENTS SHOWN ON THE PLANS. LOCATION OF THE STOCKPILE MAY BE MOVED AS APPROVED BY THE EROSION CONTROL CONTROL MIX OR WITH STONE RIP RAP. MATERIALS AND THEREBY RENDER THE MATERIAL UNSUITABLEABLE FOR USE AS FILL. MONITOR.STOCKPILES SHALL BE COVERED THAT STORMWATER CANNOT INFILTRATE SOD: THE DISTURBED SLOPE MUST BE STABILIZED WITH PROPERLY INSTALLED SOD BY 5. NO HDCP RAMPS SHALL EXCEED 8%,AND SHALL NOT EXCEED 6 FEET IN LENGTH. OCTOBER 1.PROPER INSTALLATION INCLUDES THE CONTRACTOR PINNING THE SOD ONTO THE 2. THE EXISTING INFORMATION INCLUDING BUT NOT LIMITED TO:BOUNDARY LINE,UTILITY SLOPE WITH WIRE PINS,ROLLING THE SOD TO GUARANTEE CONTACT BETWEEN THE SOD AND B. WATER NOTES INFORMATION AND TOPOGRAPHY HAS BEEN TAKEN FROM PLANS ENTITLED"EXISTING 11. THE CONSTRUCTION ENTRANCE/EXIT AREA TO AND FROM THE SITE SHALL BE MAINTAINED IN A 6. ALL SIDEWALKS AND ACCESSIBLE ROUTES SHALL MEET REQUIREMENTS OF THE ADA. CONDITIONS PLAN,"DWG NOS EX-1 THRU EX-3,PREPARED BY"RJ O'CONNELL&ASSOCIATES," UNDERLYING SOIL,AND WATERING THE SOD TO PROMOTE ROOT GROWTH INTO THE DATED MARCH 10,2023. CONDITION THAT PREVENTS TRACKING AND DISCHARGE OF SEDIMENT OFF-SITE.ALL SEDIMENT DISTURBED SOIL.THE CONTRACTOR WILL NOT USE LATE-SEASON SOD INSTALLATION TO SPILLED,DROPPED,TRACKED OR OTHERWISE DEPOSITED ON THE PUBLIC RIGHT-OF-WAY STABILIZE SLOPES HAVING A GRADE GREATER THAN 33%OR HAVING GROUNDWATER SEEPS 1. ALL WATER MAIN APPURTENANCES,MATERIALS,METHODS OF INSTALLATION AND TESTING 7. ALL SIDEWALK CONSTRUCTION JOINTS SHALL BE TOOLED.ALL CONTROL JOINTS SHALL BE SAW SHALL BE REMOVED IMMEDIATELY. ON THE SLOPE FACE. REQUIREMENTS SHALL MEET OR EXCEED THE MUNICIPALITY'S WATER DEPARTMENT'S CUT 1"DEEP WITH 1/8"CHAMFER EACH SIDE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL EROSION CONTROL MIX:EROSION CONTROL MIX MUST BE PROPERLY INSTALLED BY NOVEMBER STANDARDS. HORIZONTAL CONTROL POINTS AND VERTICAL BENCH MARKS NECESSARY FOR THE WORK. 12. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MULCH 15.THE CONTRACTOR WILL NOT USE EROSION CONTROL MIX TO STABILIZE SLOPES HAVING 8. ALL SIDEWALK JOINTS AND CONCRETE PAD CONSTRUCTION JOINTS SHALL BE DOWELED AND OR SEEDED FOR TEMPORARY VEGETATIVE COVER WHERE CONSTRUCTION ACTIVITIES HAVE GRADES GREATER THAN 50%OR HAVING GROUNDWATER SEEPS ON THE SLOPE FACE. 2. ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 5'-0"AND MAXIMUM OF 6'-0"OF SLEEVED. 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY PERMITS AND/OR PERMANENTLY CEASED OR HAVE TEMPORARILY BEEN SUSPENDED FOR MORE THAN FOURTEEN COVER EXCEPT AS NOTED OR DETAILED OTHERWISE.GREATER DEPTHS ARE PERMITTED CONNECTIONIDISCONNECTION FEES REQUIRED TO CARRY OUT THE WORK INCLUDING BUT NOT STONE RIP RAP:PLACE A LAYER OF STONE RIP RAP STONE THE SLOPE BY D FOR STABILITY IL CONTACT WHERE REQUIRED TO AVOID CONFLICTS WITH OTHER UTILITIES.DETECTABLE WARNING TAPE LIMITED TO DEMOLITION. (14)DAYS.WHEN FINAL GRADES ARE ACHIEVED IN ANY PORTION OF THE SITE,STABILIZATION THE PROFESSIONAL ENGINEER TO DETERMINE THE STONE SIZE NEEDED FOR STABILITY ON MEASURES SHALL BE IMPLEMENTED WITHIN THREE(3)DAYS.ALL DISTURBED AREAS ON-SITE THE SLOPE AND TO DESIGN A FILTER LAYER FOR UNDERNEATH THE RIP RAP. TO BE INSTALLED ABOVE THE WATER MAIN IN ACCORDANCE WITH THE WATER DEPARTMENT'S 9. ALL SIDEWALKS AT DOOR LOCATIONS SHALL BE DOWELED AND SLEEVED TO FOUNDATION. MUST BE PERMANENTLY STABILIZED AS SHOWN ON THE SITE LANDSCAPE PLAN.PERMANENT REQUIREMENTS. SIDEWALK SURFACE(EXCLUDING THE CURB)SHALL BE BROOM FINISHED PERPENDICULAR Z 10. THE S 5. DISPOSAL OF ALL DEMOLISHED MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR AND STABILIZATION MUST BE UNIFORM AND COMPLETE.AREAS WHICH REMAIN DISTURBED BUT o MUST BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL FEDERAL,STATE AND MUNICIPAL INACTIVE FOR AT LEAST FOURTEEN(14)DAYS SHALL RECEIVE TEMPORARY SEEDING IN WINTER STABILIZATION OF DISTURBED SOILS:BY SEPTEMBER 15;ALL DISTURBED SOILS ON TO THE STORE FACE. w AREAS HAVING A SLOPE LESS THAN 15%MUST BE SEEDED AND MULCHED.IF THE DISTURBED 3. GENERALLY,WATER MAIN FITTINGS IDENTIFIED ON THIS DRAWING ARE SHOWN FOR T REQUIREMENTS.NO ON-SITE BURIAL PITS ARE ALLOWED. ACCORDANCE WITH THE MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES.IN AREAS ARE NOT STABILIZED BY THIS DATE,THEN ONE OF THE FOLLOWING ACTIONS MUST BE INSTALLATION LOCATION PURPOSES.THE CONTRACTOR SHALL NOTE THAT NOT ALL FITTINGS ALL CASES,STABILIZATION MEASURES SHALL BE IMPLEMENTED AS SOON AS POSSIBLE IN TAKEN: ARE NOTED,SHOWN OR INDICATED. 11. THE CONTRACTOR SHALL HAVE A MARKET BASKET 53'TRAILER SET AT EACH DOCK WHEN SEED THE DISTURBED SOIL WITH WINTER RYE AT A 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INFORMATION SHOWN ACCORDANCE WITH THE MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES. TEMPORARY VEGETATION:BY OCTOBER 1, GRAVEL BASE IS FINE GRADED.THE CONTRACTOR SHALL VERIFY THAT THE BED OF THE TRUCK, ON THESE PLANS PRIOR TO THE START OF CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY THE EROSION CONTROL BARRIER MUST BE MAINTAINED UNTIL SITE VEGETATION IS STABILIZED AT THE DOCK,IS LOADING PAD THICKNESS BELOW THE DOCK FINISH FLOOR.THE THE ENGINEER IN WRITING IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD AND INSPECTED BY THE OWNER'S REPRESENTATIVE FOR SITE COMPLIANCE. SEEDING RATE 3 LBS PER 1000 LIGHTLY MULCH THE SEEDED SOIL WITH HAY STRAW 4. ALL POTABLE WATER MAINS 3"OR LARGER SHALL BE CEMENT LINED DUCTILE IRON PIPE CLASS ARCHITECT/ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES,PRIOR TO POURING THE CONDITIONS AND THE EXISTING FIELD CONDITIONS AS SHOWN ON THESE PLANS. AT 75 POUNDS PER 1000 SF,AND ANCHOR HOR THE MULCH WITH PLASTIC NETTING.MONITOR 52 AND SHALL BE INSTALLED WITH APPROPRIATELY SIZED FITTINGS AND GATE VALVES. PAD. GROWTH OF THE RYE OVER THE NEXT 30 DAYS.IF THE RYE FAILS TO GROW AT LEAST 3 INCHES FITTINGS SHALL BE MECHANICAL JOINT,DUCTILE IRON CLASS 350 WITH RESTRAINT DEVICES 13. ANY DEWATERING ACTIVITIES SHALL DISCHARGE TO A TEMPORARY BASIN,SETTLING TANK OR OR FAILS TO COVER AT LEAST 75%OF THE DISTURBED SOIL BEFORE NOVEMBER 1,THEN (MEGALUG)AS MANUFACTURED BY EBAA IRON,INC.OR APPROVED EQUAL. 7. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR ITEMS SUCH OTHER MEASURE TO ALLOW SETTLING OF SEDIMENT BEFORE RELEASE TO THE DRAINAGE MULCH THE AREA FOR WINTER PROTECTION AS DESCRIBED BELOW. 12. GRADE SIDEWALKS TO DRAIN AROUND RAISED PLANTERS. AS:BUILDING DIMENSIONS,EXIT PORCHES,TRUCK DOCKS,UTILITY PENETRATION LOCATIONS, SYSTEM.A DEWATERING PIT MUST BE CONSTRUCTED A MINIMUM DISTANCE OF FIFTY(50)FEET SOD: STABILIZE THE DISTURBED SOIL WITH PROPERLY INSTALLED SOD BY OCTOBER 1. 5. DOMESTIC WATER SERVICES 2-1/2"AND SMALLER SHALL BE TYPE K COPPER TUBING AND SHALL AND SIDEWALK LAYOUT,THE CONTRACTOR SHALL NOTIFY THE OWNER/ENGINEER IN WRITING ON THE UPLAND SIDE FROM THE EROSION CONTROL BARRIER.LOCATION TO BE CONFIRMED BY PROPER INSTALLATION INCLUDES PINNING THE SOD ONTO THE SOIL WITH WIRE PINS,ROLLING BE INSTALLED WITH APPROPRIATELY SIZED CORPORATION STOP,APPROVED SADDLE,CURB 13. TOP OF CONCRETE LIGHT POLE BASES SHALL BE SET 6"ABOVE THE SIDEWALK. OF ANY DISCREPANCIES ENCOUNTERED. THE SITE ENGINEER. THE SOD TO GUARANTEE CONTACT BETWEEN THE SOD AND UNDERLYING SOIL,AND WATERING STOP AND BOX. THE SOD TO PROMOTE ROOT GROWTH INTO THE DISTURBED SOIL. 8. ALL CONSTRUCTION DUMPSTERS SHALL BE PROPERLY MAINTAINED.ALL DUMPSTERS SHALL BE 14. ALL PROPOSED SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH A CURLER EROSION MULCH: BY NOVEMBER 15,MULCH THE DISTURBED SOIL BY SPREADING HAY OR STRAW AT 6. A MINIMUM DISTANCE OF TEN(10)FEET CLEAR HORIZONTALLY SHALL BE MAINTAINED BETWEEN LOCATED ON A BITUMINOUS CONCRETE OR CONCRETE SURFACE.THE CONTRACTOR SHALL BE CONTROL MATTING MANUFACTURED BY AMERICAN EXCELSIOR COMPANY(OR ENGINEER A RATE OF AT LEAST 150 LBS PER 1000 SF ON THE AREA SO THAT NO SOIL IS VISIBLE THROUGH SANITARY SEWER MAINS AND WATER MAINS.WHENEVER CONDITIONS PREVENT A LATERAL RESPONSIBLE FOR TRASH DISPOSAL ON A REGULAR BASIS AND SHALL ENSURE THAT THE APPROVED EQUAL)AND PROTECTED FROM EROSION.ADDITIONALLY,THESE AREAS ARE TO BE THE MULCH.IMMEDIATELY AFTER APPLYING THE MULCH,ANCHOR THE MULCH WITH PLASTIC SEPARATION OF TEN(1 0)FEET TO A WATER MAIN,THE WATER MAIN SHALL BE LAID IN A DUMPSTER AREAS ARE PROPERLY MAINTAINED, HYDROSEEDED. NETTING TO PREVENT WIND FROM MOVING THE MULCH OFF THE DISTURBED SOIL, SEPARATE TRENCH AND THE ELEVATION OF THE GROWN OF THE SEWER SHALL BE AT LEAST EIGHTEEN(1 8)INCHES BELOW THE INVERT OF THE WATER MAIN.A MINIMUM OF EIGHTEEN(18") 9. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE GENERAL UPKEEP AND ROUTINE 15. CONTRACTOR TO CONSTRUCT AT THE END OF EACH WORKDAY A TEMPORARY DIVERSION III DEMOLITION NOTES: INCHES VERTICAL CLEARANCE SHALL BE MAINTAINED WHERE WATER MAINS CROSS STORM MAINTENANCE OF THE ENTIRE SITE TO ENSURE AN AESTHETICALLY PLEASING APPEARANCE SWALE WHICH OUTLETS INTO A TEMPORARY SEDIMENT BASIN.TEMPORARY DIVERSION SWALE,:: WALE DRAIN LINES. z DURING CONSTRUCTION. TO BE RELOCATED AS REQUIRED TO ACCOMMODATE EARTH WORK ACTIVITIES PERFORMED. CONTRACTOR TO INSPECT,MAINTAIN AND CLEAN TEMPORARY DIVERSION SWALE AND BASIN 7. MAINTAIN A MINIMUM SEPARATION OF THREE FEET(3')BETWEEN GAS AND WATER MAINS AS OUTLINED IN THE STORM WATER POLLUTION PREVENTION PLAN(SWPPP)AND THE NPDES 1. PRIOR TO THE START OF ANY DEMOLITION ACTIVITIES.ON-SITE EROSION AND SEDIMENT � C> a w 10. UNLESS OTHERWISE INDICATED,AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED (MEASURED FROM THE CENTER OF THE PIPE). N N N PERMIT REQUIREMENTS. CONTROL MEASURES AS SHOWN ON DRAWING C-1 TITLED,'"DEMOLITION&EROSION CONTROL o o N o TO ITS ORIGINAL CONDITION. R R o PLAN"'MUST BE INSTALLED AND APPROVED BY THE OWNER'S REPRESENTATIVE. a 16. THE LOCATION OF TEMPORARY DRAINAGE SWALES AND SEDIMENTATION TRAPS SHALL BE 8. ALL HYDRANTS SHALL MEET THE MUNICIPALITY'S WATER AND FIRE DEPARTMENT 11. EXISTING LANDSCAPE AREAS SHALL BE KEPT FREE OF DEBRIS AND SHALL BE MAINTAINED FREE RELOCATED AS REQUIRED AS CONSTRUCTION PROGRESSES. REQUIREMENTS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER AND FIRE OF PHYSICAL DAMAGE.DAMAGED PLANTS SHALL BE REPLACED IN KIND. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT ALL UTILITY SERVICES TO EXISTING DEPARTMENT REQUIREMENTS STRUCTURE(S)MAY NOT BE SHOWN.CONTRACTOR TO VERIFY UTILITY LOCATIONS VIA DIG 12. THE CONTRACTOR SHALL FURNISH,INSTALL AND MAINTAIN ALL MATERIAL AND LABOR 17. FILTER BAGS ARE TO BE INSTALLED AT ALL NEW AND EXISTING CATCH BASINS AS INDICATED SAFE PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION ACTIVITY.EXISTING WATER AND 9 ALL NEW GATE VALVES INSTALLED FOR THIS PROJECT SHALL BE RIGHT TURN TO OPEN AS ASSOCIATED WITH TEMPORARY TRAFFIC CONTROL DEVICES THAT ARE IMPLEMENTED DURING ON DWG.C-1 AND REMAIN IN PLACE UNTIL ALL DISTURBED AREAS ARE PERMANENTLY SEWER SERVICES WILL BE CUT AND CAPPED AT THE MAIN(IF REQUIRED)IN ACCORDANCE WITH REQUIRED BY THE MUNICIPALITY. STABILIZED.FILTER BAGS ARE TO BE MAINTAINED AS OUTLINED IN THE STORMWATER THE DPW STANDARDS.EXISTING GAS,ELECTRICAL AND TELEPHONE SERVICES WILL BE CONSTRUCTION.TRAFFIC CONTROL DEVICES SHALL BE FURNISHED AND INSTALLED BY THE POLLUTION PREVENTION PLAN(SWPPP).NO SEDIMENT SHALL BE ALLOWED TO ENTER THE REMOVED(IF REQUIRED)PER UTILITY COMPANY SPECIFICATIONS.ALL UTILITIES SERVICING N CONTRACTOR IN ACCORDANCE WITH M.U.T.C.D.STANDARDS AND APPROVED BY THE OWNER'S ON-SITE OR OFF-SITE DRAINAGE SYSTEMS AT ANY TIME. BUILDING(S)WILL BE DECOMMISSIONED PRIOR TO THE COMMENCEMENT OF DEMOLITION 10. ALL WATER MAIN FITTINGS,TEES,HYDRANTS,ETC.SHALL BE RESTRAINED WITH REPRESENTATIVE. ACTIVITIES. APPROPRIATELY SIZED THRUST BLOCKS. 0 18. TO MINIMIZE THE MIGRATION OF DUST AND SILT FROM THE CONSTRUCTION SITE,THE 1& NO AUTHORIZED CONSTRUCTION ACTIVITY SHALL OCCUR ON OR AFFECT ABUTTING FOLLOWING MEASURES SHALL BE IMPLEMENTED AS REQUIRED: 3. ANY REUSE OF EXISTING GRANULAR PAVEMENT SUBBASE MATERIAL AND EXCAVATED 11. WATER METERS AND BACK FLOW PREVENTERS SHALL BE LOCATED WITHIN THE BUILDING.ALL 0 PROPERTIES.IF THE CONTRACTOR MUST WORK ON AN ABUTTING PROPERTY,WRITTEN MATERIAL SHALL BE DETERMINED BY THE GEOTECHNlCAL ENGINEER. BACKFLOW PREVENTERS SHALL BE REGISTERED WITH THE DEPARTMENT OF PUBLIC WORKS. w AUTHORIZATION SHALL BE OBTAINED FROM THE OWNER OF SAID PROPERTY AND SHALL BE * SPRAY DISTURBED AREAS WITH WATER DURING DRY AND WINDY DAYS PROVIDED TO THE OWNER AND/OR OWNER'S REPRESENTATIVE PRIOR TO THE START OF WORK. * WASH WHEELS OF VEHICLES BEFORE LEAVING THE SITE K w 0 * PERIODICALLY GLEAN SURROUNDING ROADWAYS NEAR THE ENTRANCE TO THE SITE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND PROTECTING ALL EXISTING 12. PRESSURE AND LEAKAGE TEST,DISINFECTION AND FLUSHING SHALL BE IN ACCORDANCE WITH z w o AND NEW DRAINAGE AND UTILITIES TO REMAIN AND/OR BE CONSTRUCTED. MUNICIPALITY'S REQUIREMENTS.IN THE ABSENCE OF STANDARDS,THEY SHALL CONFORM TO i Z ALL VEHICLES HAULING MATERIAL TO AND FROM THE SITE SHALL PLACE SECURE COVERS m 14. IN THE EVENT OF A HAZARDOUS LEAK AND/OR SPILL THE OWNER,OWNER'S REPRESENTATIVE THE REQUIREMENTS IN THE SITEWORK SPECIFICATIONS.THE CONTRACTOR SHALL BE 0 OVER THEIR LOADS 0 a m D R GENERAL CONTRACTOR WILL CONTACT THE DEPARTMENT OF PUBLIC HEALTH THE FLUSHING AND U AN /O G RESPONSIBLE FOR ALL COSTS IN CONNECTION WITH UTILITY TESTS, US G w w FIRE DEPARTMENT,AND DEP'S HAZARDOUS WASTE INCIDENT RESPONSE GROUP AT(617) 5. DURING ON-SITE DEMOLITION WORK,STORMWATER RUNOFF SHALL BE CONTROLLED AND z - w INSPECTIONS AS REQUIRED BY THE MUNICIPALITY'S WATER DIRECTED TOWARD TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES AS SHOWN ON DEPARTMENT.COPIES OF TEST w 792-7653. 19. THE CONTRACTOR SHALL ANTICIPATE AND MODIFY EROSION CONTROL MEASURES BASED ON RESULTS WILL BE SUBMITTED TO THE WATER DEPARTMENT. z DWG.G-1 TITLED,"DEMOLITION&EROSION CONTROL PLAN". PAST,CURRENT AND FORECASTED WEATHER CONDITIONS,SEASON AND ANTICIPATED FUTURE y CC 2 15. ALL TYPES OF FILL MATERIAL IMPORTED TO THE SITE MUST BE CLEAN AND SUITABLE FOR THE CONSTRUCTION ACTIVITIES. G. SEWER NOTES N a U w USE AS SPECIFIED IN THE SITE WORK SPECIFICATIONS.THE CONTRACTOR WILL PROVIDE THE 6. IF GROUNDWATER IS ENCOUNTERED DURING THE REMOVAL OF UNSUITABLE MATERIALS,THE Ir ¢ w CONTRACTOR SHALL LIMIT THE SIZE OF THE EXCAVATION TO THAT WHICH CAN BE OWNER'S GEOTECHNICAL ENGINEER AND/OR REPRESENTATIVE WITH RECORDS INDICATING 20. UPON COMPLETION OF ALL SITE WORK CONSTRUCTION,SITE CONTRACTOR SHALL INSPECT ALL = w ADEQUATELY MANAGED BY THE CONTRACTOR'S CHOSEN DEWATERING METHOD. 1. ALL GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIDE PIPE P.V.0 ,S.D.R.35 AND SHALL w m THE TYPE,QUANTITY,ORIGIN AND SOURCE OF ANY FILL MATERIAL IMPORTED TO THE SITE. EROSION CONTROL BMP'S,ON-SITE CATCH BASINS AND CDS UNITS AND REMOVE ALL SEDIMENT ( ) 1< AND TRASH DEBRIS THAT HAS ACCUMULATED WITHIN SAID BMP'S AND STRUCTURES DURING CONFORM WITH ASTM-D3034 UNLESS NOTED OTHERWISE. (n 0 0 16. AT THE COMPLETION OF THE JOB,THE CONTRACTOR SHALL PROVIDE THE OWNER AND/OR THE COURSE OF CONSTRUCTION.ALL ON-SITE CATCH BASINS AND CDS UNITS SHALL BE IV. GRADING AND DRAINAGE NOTES: 0 ~ _ OWNER'S REPRESENTATIVE A COMPLETE SET OF AS-BUILT PLANS.THE AS-BUILT PLANS ARE TO PUMPED'DRY'AT THE CONCLUSION OF SITEWORK ACTIVITIES. 2. WHERE SANITARY SEWERS GROSS WATER MAINS,THE SEWER SHALL BE LAID AT SUCH AN z m LU BE PREPARED BY AND STAMPED BY A LICENSED PROFESSIONAL SURVEYOR.THE AS-BUILT 1. SITE GRADING ACTIVITIES SHALL NOT PROCEED UNTIL APPROPRIATE EROSION AND SEDIMENT ELEVATION THAT THE GROWN OF THE SEWER IS AT LEAST EIGHTEEN INCHES BELOW THE rc PLAN WILL INCLUDE BUILDING LOCATION AND DIMENSIONS,FINISH FLOOR ELEVATIONS, 21. PRIOR TO THE START OF ANY AUTHORIZED ACTIVITY THE GENERAL CONTRACTOR SHALL CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY THE OWNER'S INVERT OF THE WATER MAIN.IF THE ELEVATION OF THE SEWER CANNOT BE VARIED TO MEET co LOCATION OF UTILITIES(RIM,INVERT,PIPE SIZE AND TYPE TO BE PROVIDED FOR SANITARY AND SUBMIT A DUST CONTROL PLAN TO THE ENGINEER.THE DUST CONTROL PLAN WILL OUTLINE REPRESENTATIVE AND/OR ENGINEER. THIS REQUIREMENT,THE WATER MAIN SHALL BE RELOCATED TO PROVIDE THIS SEPARATION z STORM DRAIN STRUCTURES),CURBING,ABOVE GRADE FEATURES,STRIPING,SIGNAGE, MEASURES TO CONTROL AND MITIGATE DUST DURING ALL PHASES OF DEMOLITION AND OR CONSTRUCTED WITH MECHANICAL JOINT PIPE FOR A DISTANCE OF TEN FEET(10')ON EACH 5 LANDSCAPING,ETC.AS INSTALLED. CONSTRUCTION AND IN ALL TYPES OF WEATHER CONDITIONS.THE APPROVED DUST CONTROL SIDE OF THE SEWER,ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED OVER THE w PLAN SHALL BE IMPLEMENTED DURING ALL PHASES OF CONSTRUCTION AND WILL CONTINUE 2. THE EXISTING UTILITIES SHOWN HEREON SHALL BE CONSIDERED APPROXIMATE.CONTRACTOR SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE.IF MECHANICAL 0 UNTIL PROJECT COMPLETION. SHALL VERIFY VIA TEST PIT EXCAVATION THE LOCATION AND ELEVATION PRIOR TO THE JOINT PIPE IS NOT USED THEN BOTH THE WATER MAIN AND SANITARY SEWER SHALL BE 2 17. SOIL BORING LOCATIONS AS SHOWN ON DWG.G-2,GRADING AND DRAINAGE PLAN WERE COMMENCEMENT OF CONSTRUCTION.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PERFORMED ON SEPTEMBER 11.2023,BY SLR INTERNATIONAL.SOIL BORINGS WERE TAKEN ENCASED IN CONCRETE FORA MINIMUM DISTANCE OF TEN FEET FROM THE CROSSING FOR THE PURPOSE OF DESIGN AND SHOW CONDITIONS AT BORING POINTS ONLY.THEY DO NOT 22. THE CONTRACTOR SHALL REMOVE SEDIMENT FROM TEMPORARY SEDIMENT BASIN WHEN THEY OWNER AND ENGINEER OF DISCREPANCIES ENCOUNTERED IN THE FIELD. POINT OF THE OTHER PIPE AS MEASURED NORMALLY FROM ALL POINTS ALONG THE PIPE. NECESSARILY SHOW THE NATURE OF ALL MATERIALS TO BE ENCOUNTERED DURING ARE 25%FULL.ALL ACCUMULATED SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS AT 3 ALL PROPOSED STORM DRAINAGE PIPES SHALL BE HIGH DENSITY POLYETHYLENE PIPE CONSTRUCTION. THE COMPLETION OF THE PROJECT.ACCUMULATED SEDIMENT SHALL BE REMOVED AND (HDPE} 3. ALL SEWER MAIN APPURTENANCES,MATERIALS,METHODS OF INSTALLATION AND TESTING DISPOSED OF IN ACCORDANCE WITH FEDERAL,STATE AND LOCAL REQUIREMENTS. AND STRUCTURES SHALL BE PRECAST CONCRETE UNLESS NOTED OTHERWISE.HIGH DENSITY REQUIREMENTS SHALL MEET OR EXCEED THE MUNICIPALITY'S SEWER DEPARTMENT'S 18. SITE WORK CONSTRUCTION SHALL MEET OR EXCEED THE MUNICIPALITY'S ENGINEERING POLYETHYLENE PIPE(HDPE)SHALL CONFORM TO AASHTO DESIGNATIONS M294 AND M252,AND STANDARDS. AND/OR DPW SPECIFICATIONS. 23. WINTER CONSTRUCTION AND STABILIZATION:THE WINTER CONSTRUCTION PERIOD IS FROM SHALL BE N-12 PIPE AS MANUFACTURED E I ADVANCED DRAINAGE SYSTEMS(ADS} (S "i N °z APPROVED EQUAL.PIPE JOINTS SHALL A INTEGRAL BELL AND SPIGOT,SOIL TIGHT{ST}WITH 4 SANITARY SEWER SERVICE TO THE BUILDING WILL END TEN FEET(10')OUTSIDE THE BUILDING NOVEMBER 1 THROUGH APRIL 15 FACTORY INSTALLED;O-RING RUBBER GASKETS CONFORMING TO ASTM F477. LIMITS AS SHOWN ON THE PLANS AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT THE 19. THE CONTRACTOR SHALL NOTIFY THE MUNICIPALITY AT LEAST FORTY EIGHT(48)HOURS PRIOR END. PREPARED BY: TO THE COMMENCEMENT OF SITE WORK CONSTRUCTION ACTIVITIES. SEDIMENT BARRIERS:DURING FROZEN CONDITIONS,SEDIMENT BARRIERS MAY CONSIST OF 4. ALL CATCH BASINS AND OTHER DRAINAGE STRUCTURES TO BE INSTALLED NEW,REPLACED,OR f L EROSION CONTROL MIX BERMS OR ANY OTHER RECOGNIZED SEDIMENT BARRIERS AS FROZEN RECONSTRUCTED SHALL CONFORM TO CURRENT MASSACHUSETTS HIGHWAY DEPARTMENT I I. EROSION CONTROL NOTES: SOIL PREVENTS THE PROPER INSTALLATION OF STRAW WATTLES OR SILT FENCE. STANDARDS AS PUBLISHED BY MassDOT.ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH 5 DETECTABLE AND N ACCORDANCE WITH E TO BE INSTALLED SALT ED MINIMUMEWER ONE(1')FOOT REQUIREMENTS.ESEWERMAIN g j APPROPRIATELY SIZED"TEE'"OR HOODS AND A FOUR(4')FOOT SUMP. ? MULCHING:ALL AREAS SHALL BE CONSIDERED UNSTABLE UNTIL SEEDED AND MULCHED.HAY CIVIL ENGINEERS,SURVEYORS&LAND PLANNERS 1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED AND/OR AND STRAW MULCH SHALL BE APPLIED AT A RATE OF 150 LB.PER 1000 SF OR 3 TONS/ACRE 6. ALL SANITARY SEWER MANHOLE FRAME AND COVERS ARE TO BE HEAVY DUTY DESIGNED FOR 80 MONTVALE AVENUE,SUITE 201 STONEHAM,MA 02180 5. ALL MANHOLES,CATCH BASINS AND PARTICLE SEPARATORS SHALL BE PUMPED"DRY"AND PHONE:781.279.0180 RJOCONNELL,COM CONSTRUCTED IN ACCORDANCE WITH THE MASSACHUSETTS EROSION AND SEDIMENT (TWICE THE NORMAL ACCEPTED RATE)AND SHALL BE PROPERLY ANCHORED.EROSION H-20 LOADING. CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS,DATED MARCH 1997,REPRINTED CONTROL MIX MUST BE APPLIED WITH A MINIMUM 4 INCH THICKNESS.MULCH SHALL NOT BE CLEANED AT THE END OF CONSTRUCTION.SEDIMENT AND OTHER POLLUTANTS SHALL BE PREPARED FOR: REMOVED OFF-SITE IN ACCORDANCE WITH ALL FEDERAL,STATE AND LOCAL REQUIREMENTS. MAY 2003,AND LOCAL MUNICIPAL REGULATIONS. SPREAD ON TOP OF SNOW.THE SNOW WILL BE REMOVED DOWN TO A 1-INCH DEPTH OR LESS 7. ALL NEW SEWER MAINS AND ASSOCIATED MANHOLES SHALL BE TESTED FOR WATER PRIOR TO APPLICATION.AFTER EACH DAY OF FINAL GRADING,THE AREA WILL BE PROPERLY TIGHTNESS IN THE PRESENCE OF THE AUTHORITY HAVING JURISDICTION. 2. EROSION AND SEDIMENTATION CONTROL BEST MANAGEMENT PRACTICES(BMP'S)SHALL BE IN STABILIZED WITH ANCHORED HAY OR STRAW OR EROSION CONTROL MATTING.AN AREA SHALL 6. EXISTING PIPES AND/OR CULVERTS THAT ARE TO REMAIN WITHIN THE LIMIT OF WORK AREA PLACE AND FUNCTIONING PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION,CLEARING AND BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER SHALL BE CLEANED OF ANY DEBRIS AND/OR SEDIMENTATION.SEDIMENTATION AND OTHER POLLUTANTS SHALL BE REMOVED OFF-SITE IN ACCORDANCE WITH ALL FEDERAL,STATE AND VI. PARKING AND TRAFFIC CONTROL NOTES: GRUBBING ACTIVITIES OR EARTHWORK OPERATIONS.LOCATION OF THE EROSION CONTROL MULCHED OR ADEQUATELY ANCHORED SO THAT GROUND SURFACE IS NOT VISIBLE BARRIER MUST BE STAKED BY THE SITE SURVEYOR AND/OR SITE ENGINEER,AND MUST BE THROUGH THE MULCH.BETWEEN NOVEMBER 1 AND APRIL 15,ALL MULCH SHALL BE ANCHORED LOCAL REQUIREMENTS. 881 EAST STREET INSPECTED AND VERIFIED TO THE APPROPRIATE TOWN OFFICIALS,IN WRITING,BY THE SITE BY EITHER MULCH NETTING,ASPHALT EMULSION CHEMICAL,OR WOOD CELLULOSE FIBER.THE 1. ACCESSIBLE PARKING SPACES SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICANS TEWKS BURY, MA 01876 SURVEYOR AND/OR SITE ENGINEER PRIOR TO CONSTRUCTION.THE EROSION CONTROL BMP'S COVER WILL BE CONSIDERED SUFFICIENT WHEN THE GROUND SURFACE IS NOT VISIBLE 7. ALL PROPOSED DRAINAGE STRUCTURES AND PIPES SHALL MEET HEAVY-DUTY TRAFFIC(H20) WITH DISABILITIES ACT(A.D.A.)ACCESSIBILITY GUIDELINES AND THE MASSACHUSETTS SHALL BE MAINTAINED DURING CONSTRUCTION,AND SHALL REMAIN IN PLACE UNTIL ALL SITE THROUGH THE MULCH.AFTER NOVEMBER 1ST,MULCH AND ANCHORING OF ALL EXPOSED SOIL LOADING AND BE INSTALLED IN ACCORDANCE WITH MassDOT AND/OR DPW SPECIFICATIONS. ARCHITECTURAL ACCESS BOARD REGULATION,521 CMR,LATEST EDITIONS UNLESS WORK IS COMPLETE AND FINISHED GROUND COVER IS ESTABLISHED.ALL EROSION CONTROL SHALL OCCUR AT THE END OF EACH WORKDAY DURING FINAL GRADING ACTIVITIES, OTHERWISE NOTED. TRAFFIC CONTROL SIGN SCHEDULE BMP'S SHALL BE INSTALLED ON-SITE AND NOT ENCROACH ONTO ABUTTING PROPERTIES. 8. ALL ROOF DRAIN CONNECTIONS SHALL BE INSTALLED TO A POINT TEN(10')FEET FROM THE PROJECT NAME: SOIL STOCKPILING:STOCKPILES OF SOIL OR SUBSOIL WILL BE MULCHED FOR OVER WINTER BUILDING WALL UNLESS OTHERWISE NOTED OR DETAILED. SIGN SIZE OF SIGN MOUNT MOUNT 2. VAN ACCESSIBLE HANDICAP PARKING SPACES SHALL BE SIGNED AS"VAN ACCESSIBLE"PER NUMBER SIGN BACKGROUND LEGEND BORDER -I-�,PE SIZE 3. PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AT THE SITE,THE CONTRACTOR PROTECTION WITH HAY OR STRAW AT TWICE THE NORMAL RATE OR WITH A 4-INCH LAYER OF A.D.A.(SEE 4.1.2.5E). WIDTH HEIGHT SHALL ENGAGE AN INDIVIDUAL WITH SPECIFIC PROFESSIONAL TRAINING AND EXPERTISE IN EROSION CONTROL MIX.THIS WILL BE DONE WITHIN 24 HOURS OF STOCKING AND EROSION AND SEDIMENT CONTROL,THE EROSION CONTROL MONITOR SHALL PREPARE A REESTABLISHED PRIOR TO ANY RAINFALL OR SNOWFALL. V. UTILITY NOTES: & ALL PROPOSED CURBING SHALL BE VERTICAL GRANITE CURB UNLESS OTHERWISE NOTED. R1-1 30" 30" RED WHITE WHITE CHANNEL T-o" WEEKLY REPORT WHICH SHALL BE KEPT ON-SITE AT ALL TIMES AND SHALL BE SHOWN TO 0 LOCAL,STATE,AND FEDERAL AGENTS UPON REQUEST.THIS REPORT SHALL INDICATE THE SEEDING:BETWEEN THE DATES OF OCTOBER 15 AND APRIL 1,LOAM OR SEED WILL NOT BEAN00"VER MALL STATUS OF THE EROSION CONTROLS AND ANY MAINTENANCE AND/OR ALTERATIONS REQUIRED,DURING PERIODS OF ABOVE FREEZING TEMPERATURES FINISHED AREAS SHALL BE A. GENERAL NOTES 4. ALL PAVEMENT STRIPING SHALL BE PAINTED WITH 2 COATS OF PAINT.PARKING STALLS SHALL ° PERFORMED,THIS REPORT SHALL CONFORM TO THE REQUIREMENTS OF THE EPA'S NATIONAL FINE GRADED AND EITHER PROTECTED WITH MULCH OR TEMPORARILY SEEDED AND MULCHED BE MARKED WITH FOUR(4")INCH WIDE PAINTED LINES. POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)PERMIT. UNTIL SUCH TIME AS THE FINAL TREATMENT CAN BE APPLIED.IF THE DATE IS AFTER NOVEMBER R1-6 12" 36" BLACK ON FLUORESCENT CHANNEL 6'-0" NORTH ANDOVER 1. PRIOR TO THE START OF ANY AUTHORIZED ACTIVITY THE SITE CONTRACTOR SHALL OBTAIN ALL 5 PARKING AND TRAFFIC CONTROL PLAN IS SCHEMATIC AND FOR LOCATION OF MARKINGS ONLY. YELLOW/GREEN WITH RED SYMBOL 1 ST AND IF THE EXPOSED AREA HAS BEEN LOAMED,FINAL GRADED WITH A UNIFORM SURFACE, NECESSARY PERMITS FROM THE TOWN OF NORTH ANDOVER.THE CONTRACTOR SHALL OBTAIN 4. THE PROJECT REQUIRES AN EPA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 3 TIMES HIGHER THAN SPECIFIED FINAL CERTIFICATIONS ANDIOR SIGN OFFS UPON MUNICIPALITY AND/OR UTILITY PROVIDER SPECIFIC DETAILS OF PAVEMENT MARKINGS ARE PROVIDED AS PART OF THIS PLAN SET. (NPDES)PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION FOR PERMANENT SEED AND THEN MULCHED.DORMANT SEEDING MAY BE PLACED PRIOR TO ACCEPTANCE OF WORK WITH COPIES OF FINAL ACCEPTANCE DOCUMENTATION PROVIDED TO ACTIVITIES.THE CONTRACTOR SHALL PERFORM ALL WORK INCLUDING BUT NOT LIMITED TO THE PLACEMENT OF MULCH OR EROSION CONTROL BLANKETS.IF DORMANT SEEDING IS USED THE OWNER. 6. THE CONTRACTOR SHALL REFER TO THE ARGHITECTURAUBUILDING PLANS FOR EXACT SEAL. = 711 "R R2-1 24" 30" WHITE BLACK BLACK CHANNEL T-0" va INSTALLATION,INSPECTIONS,CLEANING,REPAIRING,ETC.OF EROSION CONTROL MEASURES FOR THE SITE,ALL DISTURBED AREAS SHALL RECEIVE 4"OF LOAM AND SEED AT AN BUILDING LOCATIONS,BUILDING DIMENSIONS,EXACT UTILITY ENTRANCE LOCATIONS,TRUCK 15 , �� 2 INSTALLED IN ACCORDANCE WITH THE STORMWATER POLLUTION PROTECTION PLAN(SWPPP). APPLICATION RATE OF 5 LBS/1000 SF.ALL AREAS SEEDED DURING THE WINTER WILL BE DOCKS,BUILDING SIDEWALKS AND DOOR LOCATIONS. � B ANP 0 2. THE SITE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS bh106 1 z INSPECTED IN THE SPRING BY REPLACING LOAM,SEED AND MULCH.IF DORMANT SEEDING IS AND/OR CONNECTION FEES REQUIRED FOR THE INSTALLATION OF ALL SITE UTILITIES. fit':=t1 ) 3 m NOT USED FOR THE SITE,ALL DISTURBED AREAS SHALL BE RE-VEGETATED IN THE SPRING. R3-7(L) MUsr 30" 30" WHITE BLACK BLACK CHANNEL T-a' 5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND 7. FOR PAVEMENT SECTION SEE DWG.C-7 TITLED,"MISCELLANEOUS DETAILS 111. r"Rv 4,�v f; _', a5 1 . c GLEANED,REPAIRED OR REPLACED AS NECESSARY THROUGH-OUT THE DURATION OF m & DUE TO THE SCALE OF THE SITE WORK DRAWINGS,EXACT LOCATION OF UTILITY STUBS FOR ` - ` 0 CONSTRUCTION.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AFTER WINTER STABILIZATION OF DITCHES AND CHANNELS:ALL STONE-LINED DITCHES AND BUILDING CONNECTIONS SHALL BE VERIFIED WITH THE BUILDING DRAWINGS.SERVICE STUBS 8. ALL LIMITS OF PAVEMENT SHALL BE CURBED UNLESS NOTED OR INDICATED OTHERWISE. "s0- � EACH STORM EVENT AS OUTLINED IN THE STORM WATER POLLUTION PREVENTION PLAN CHANNELS MUST BE CONSTRUCTED AND STABILIZED BY NOVEMBER 15.ALL GRASS LINED TO THE BUILDINGS SHALL BE INSTALLED TO A POINT TEN FEET(10')FROM THE BUILDING WALL R5-1 30" 30" RED&WHITE WHITE WHITE CHANNEL T-0" , �I (SWPPP).REFER TO THE STORM WATER POLLUTION PREVENTION PLAN(SWPPP)FOR DETAILS DITCHES AND CHANNELS MUST BE CONSTRUCTED AND STABILIZED BY SEPTEMBER 1. IF A UNLESS OTHERWISE NOTED OR DETAILED AND SHALL BE PROVIDED WITH A TEMPORARY PLUG 9. THE CONTRACTOR SHALL ADJUST ALL UTILITY CASINGS TO THE PROPER LINE AND ELEVATION " o REGARDING THE TYPE,INSTALLATION,INSPECTION AND MAINTENANCE OF EROSION AND DITCH OR CHANNEL IS NOT GRASS-LINED BY SEPTEMBER 1,THEN ONE OF THE FOLLOWING CD SEDIMENT CONTROL MEASURES DURING CONSTRUCTION. ACTIONS MUST BETAKEN TO STABILIZE THE DITCH: AT END. PRIOR TO THE PLACEMENT OF THE TOP COURSE OF PAVEMENT.NECESSARY ADJUSTMENTS DESIGNED BY: BPD SHALL BE MADE TO CASTINGS IF REQUIRED,TO MAKE THEM FLUSH WITH FINISHED GRADE.NO INSTALL A SOD LINING IN THE DITCH:A DITCH MUST BE LINED WITH PROPERLY INSTALLED SOD R7-$ 12° 18° GLUE WHITE CHANNEL 7'-0" DRAWN BY: WJH G BY OCTOBER 1.PROPER INSTALLATION INCLUDES:PINNING THE SOD ONTO THE SOIL WITH 4• ALL UTILITIES,PIPE MATERIALS,STRUCTURES,AND INSTALLATION METHODS,SHALL CONFORM DEPRESSIONS OR MOUNDS TO ACCOMMODATE CASTINGS WILL BE PERMITTED. REVIEWED BY: BPD ca 6. THE CONTRACTOR SHALL BE AWARE THAT SOIL AT THIS SITE IS PARTICULARLY SUSCEPTIBLE TO THE MUNICIPALITY'S DPW/ENGINEERING DEPARTMENT STANDARDS AND REQUIREMENTS. � TO SOIL EROSION AND SENSITIVE TO ITS CONSEQUENCES.IT SHOULD BE NOTED THAT THE WIRE PINS,ROLLING THE SOD TO GUARANTEE CONTACT BETWEEN THE SOD ONTO AND SCALE: NOT TO SCALE EROSION CONTROL MEASURES AS SHOWN ON THE DRAWINGS DEPICT THE MINIMUM REQUIRED UNDERLYING SOIL,WATERING THE SOD TO PROMOTE ROOT GROWTH INTO THE DISTURBED UNLESS OTHERWISE NOTED OR DETAILED. 10. ALL ACCESSIBLE CURB RAMPS SHALL BE CONSTRUCTED WITH AN EXPOSED AGGREGATE R7-$A 12" 6° BLUE WHITE - CHANNEL 6'-6" m AND ARE REPRESENTATIVE OF A SINGLE PHASE OF CONSTRUCTION.THE CONTRACTOR SHALL SOIL,AND ANCHORING SOD AT THE BASE OF THE DITCH WITH JUTE OR PLASTIC MESH TO CEMENT CONCRETE SURFACE AND COMPLY WITH A.D.A.REQUIREMENTS. DATE: 10/24/2023 T BE RESPONSIBLE FOR THE SITING,RELOCATION AND AUGMENTATION OF EROSION CONTROL PREVENT THE SOD FROM SLOUGHING DURING FLOW CONDITIONS. 5. DIMENSIONS ARE SHOWN TO CENTERLINE OF PIPE OR FITTING. DRAWING NAME: Y BMP'S AS THE PROJECT PROGRESSES AND SITE CONDITIONS CHANGE. X-2 E 9$" 24" BLUE WHITE WHITE CHANNEL 7'-0" cc 6. UTILITY CONTRACTOR MUST BE LICENSED TO PERFORM WORK IN THE MUNICIPALITY. V 'a X-6 F�1 24" 24" WHITE BLACK BLACK CHANNEL T-0" Q If Z E X-7 18" 24" WHITE BLACK&RED BLACK CHANNEL T-0" '5: m O DRAWING NUMBER: 07 .. d m N -1 mo X-8 24" 30" WHITE BLACK&RED WHITE CHANNELT-0"04 C0)N PROJECT NUMBER: cp §� 17Q70 Co a) 6 U Copyright 02023 by R.J.O'Connell&Associates,Inc. PARKING CHART NORTH ANDOVER,MA ZONING CHART TENANT USE BUILDING AREA REQUIREMENT PER ZONING PARKING REQUIRED PARKING PROVIDED PARKING PROVIDED ZONING DISTRICT: THE SUBJECT PROPERTY IS LOCATED WITHIN THE RESIDENCE 4,BUSINESS 3,AND BUSINESS 4 ZONING DISTRICTS.THE (EXISTING LAYOUT) (PROPOSED LAYOUT) 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 SF 5.5/1,000 SF GFA 22 SPACES •ASSESSOR'S MAP 26 BLOCK NOS 6,8,&9;ASSESSOR'S MAP 27 BLOCK NOS 27,30,31,&32 OC •RETAIL ESTABLISHMENTS,PERSONAL SERVICE ESTABLISHMENTS,PROFESSIONAL OFFICES,BANKS,REAL ESTATE AND INSURANCE OFFICES, FARTS DINER RESTAURANT 2,383 SF 15.011,000 SF GFA 36 SPACES AND EATING AND DRINKING ESTABLISHMENTS ARE PERMITTED USES WITHIN THE BUSINESS 3 ZONING DISTRICT. VACANT SPACE&1(ASSUME RETAIL) RETAIL 4,896 SF 3.511,000 SF GFA 17 SPACES •THE SUBJECT PROPERTY IS LOCATED WITHIN THE FLOODWAY,FLOOD ZONE AE(ELEV.-33.0)AND FLOOD ZONE X(500 YR)FLOOD ZONE R j WINE&BEER AT THE ANDOVERS RETAIL 6,742 SF 3.5M.000 SF GFA 24 SPACES +THE PROPERTY IS SUBJECT TO AN EXISTING SPECIAL PERMIT(SEE SPECIAL PERMIT DECISION DATED MARCH 19,2019).THE REDEVELOPMENT VACANT SPACE#I2(ASSUME RETAIL) RETAIL 17,629 SF 3.5/1,000 SF GFA • 62 SPACES PROGRAM REQUIRES APPROVAL FROM THE PLANNING BOARD TO AMEND THE EXISTING SPECIAL PERMIT KOHL'S RETAIL 41,322 SF 3.5/1,000 SF GFA 146 SPACES REQUIRED(BUSINESS 3) EXISTING PROVIDED MARKET BASKET GROCERY 92,907 SF 6.0/1,000 SF GFA 557 SPACES MIN.LOT SIZE 120,000 SF(2.75 AC.) 1,822,900 FT.(41.85 AC.) 1,822,900 FT.(41.85 AC.) VACANT SPACE#13(ASSUME RETAIL) RETAIL 9,942 SF 3.5/1,000 SF GFA 35 SPACES 1,762 FT.i(WINTHROP AVE) 1,762 FT.i(WINTHROP AVE) MIN.STREET FRONTAGE 300 FT. 698 FT.i(WAVERLY RD) 696 FT.*(WAVERLY RD) TJ MAXX RETAIL 26,198 SF 3.6/1,000 SF GFA 92 SPACES PERSONAL CARE MIN.FRONT YARD SETBACK 100 FT.I'} 305.7 FT.(NIF LONDI'S ROAST BEEF) 306.7 FT.(NIF LONDI'S ROAST BEEF) SALON VERGADOS FACILITY 6,960 SF 4.311,000 SF GFA 26 SPACES 226.2 FT.(WAVERLY RD) 225.2 FT.(WAVERLY RD) GENTLE DENTAL CLINIC 2,765 SF 5.5/1,000 SF GFA 15 SPACES MIN.SIDE YARD SETBACK 50 FT.(2)(3) 54.4 FT.(KOHL'S) 54.4 FT.(MARKET BASKET) POSH NAILS&SPA PERSONAL CARE 2,660 SF 4.3/1,000 SF GFA 11 SPACES MIN.REAR YARD SETBACK 50 FT.(3) 79.8 FT.(VACANT SPACE#�3) 79.6 FT.(VACANT SPACE*3) FACILITY MAX.BUILDING HEIGHT 35 FT. 24 FT. 24 FT, AT&T RETAIL 2.720 SF 3.5/1,000 SF GFA 10 SPACES _ SOLLYWOOD GRILL RESTAURANT 3,732 SF 15.011,000 SF GFA 56 SPACES MAX.LOT COVERAGE 30% 13.0% 12.5% (9UILDINGS ONLY) -_` LONDPS ROAST BEEF RESTAURANT 3,082 SF 15.0/1,000 SF GFA 46 SPACES MAX.FLOOR AREA RATIO 0.40 0.130 0.125 865-STD SPACES TOTALS 226,984 SF 1,154 SPACES 1.011 SPACES 44-ADA SPACES 1. IN ALL DISTRICTS EXCEPT VILLAGE COMMERCIAL AND ANY CORRIDOR DEVELOPMENT DISTRICT,FRONT SETBACKS ALONG ROUTE 114 SHALL BE A 909 TOTAL SPACES MINIMUM OF 100 FEET.FRONT SETBACKS SHALL BE 100 FEET ALONG 1251N INDUSTRIAL 1 AND 2 DISTRICTS;THE FIRST 60 FEET OF FRONT SETBACKS UNDER THIS REQUIREMENT SMALL BE MADE TO PROVIDE AN EFFECTIVE VISUAL BUFFER AND NO PARKING SHALL BE PERMITTED. Y Y A VERL Y ROAD PARKING RATIO PROVIDED:4.0/1,000 SF 2• ADJACENT TO RESIDENTIAL DISTRICTS,AN ADDITIONAL FIFTEEN-FOOT SIDE OR REAR SETBACK SHALL BE REQUIRED.THE FIRST 15 FEET OF THE z __ (PROPOSED LAYOUT} TOTAL SETBACK ABUTTING THE RESIDENTIAL DISTRICT SHALL REMAIN OPEN AND GREEN,BE SUITABILITY LANDSCAPED,UN-BUILT UPON, 4 _ (PUBLIC - ECLO 3512 - 66' IN9DE) UNPAVED AND NOT PARKED UPON.IN THE BUSINESS 2 DISTRICT,THE SIDE YARD REQUIREMENTS MAY BE ELIMINATED WHEN TWO ADJOINING S _ WALKING - PROPERTY OWNERS AGREE TO SHARE A PARTY WALL. fu I PATH "x � N7T27'32"E �. ��L_271.91' _ _ _ _ S16.49'50"E _ _ _ _ 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 31.92' R=3632.2 T- 698.62' t` - _ _ ABUTTING THE RESIDENTIAL DISTRICT SMALL REMAIN OPEN AND GREEN,BE SUITABILITY LANDSCAPED,UN-BUILT UPON,UNPAVED AND NOT l` PARKED UPON. S18'14'57"E S13'51'17"E 11=41T21 �� 1 R 77.20' 81,07' c� a;n� 1 bIT-1- cd _ t 3 ZONE S 17 36'25"E I =2 Q L,W{1 to. 26.63' NON-JURISDK:TKNIAL 30'aiAMIAGE p EKfi � EASEMENT / ` RooD ilxvE x WETLAND j ! S�o I �.$ \�'S ( � i ( � I ��w \ I �o� �. FL ROOD ZONE X StUlOED _. _ ,.,�- }, o 0 2 R N 'K g 00D LONE X "... cng81 r3/JZONE X i4 �a� Z� REMENCE 4 ZQNE �� °; c�'' o �� n `O ' O 3 a n S" \ I t z LINE � +� � BUSMES� 3 ZONE ,W, ,a, ,�. � � � „o. --•-- a � 3e C O 2� S 1 t'OS'35"E ""-� 'r� o J Q n � 671 WAVERLY ROAD �yg Z� E%B1 E a ,�� 34p o 77.76' S09'37'p5"E y p PARCEL ID. 027-0007-0671 D (� N `� N ♦ FLOOD e„' ( se 77.16' S07 53'35"E NIF t �� o z c> �. �/ 00 Z T E o U y @r w 77.t 6' SO6'�6, / / IF \ o a 05 E •-- ARRTT E��MIY N14ZWOV j 1 C fi " ca q♦, S "o PIPE 4 N o t 6' ".�8'35 G '" a s s o v o 77. 3 Vol � -•-•� \-1-� \ 4 a� 20'WATER � o SO4• �• �•w r� ` �F•y�♦�pOyF \ � � ( EASEMENT � g 77.rs 4 z��•p1'Qs� �� h _� 'a 1 ` 4 ZONE ICE 77.t 6o �` �ry� �� ( tv " z 3 , u -� ti S16'Ot'05"E SI4.23'34"E O _ j 'rn •rn w k l 74.32' 74.33' S12'46'05"E O �e 4' t o ' ` s BUS1NExS 3 ZONE 74.33' tO V Sp�`t S ly �\� FOR f c, ' _ CENTERLINE OF \ � _ _ o o Q 7Z 16' S0 �� 3e a a s DRAINAGE DITCH - '- --�•, _ o / `' �5 j? p\� Z a e - r EDGE OF LOADING _ BORDERING DOCK CANOPY n 1 to O o 7J 16 4 14 VEGETATED WETLAND23' � NIo Spa• 1 74, ��. PROPOSED MARKET BASKET ' I I BORDERING 92 907 SFt ' VEGETATED WETLAND fti�O 2� I I ' FF=35.50 4 0 `"� �\ z il! O N75.00'40"E I I I a TJ MAXXz q q� N 40.1 i' I I Lu a I 'n 0 H I 26,=3 SF N N I \ < g 245.4' o LL °t, fFE=35.44 ry '� Q �u Vt �J h LUN °� o h a * z z PROPOSED KOHL'S I I I ^ Iy -+ I�W o \ t z d h �h Nui y"1 4)OM I 41 322 SFt I �u a o �, 4 �z� °z� ° �� �oyh to n M FF=35.50 NEW SIDEWALK I ti"I? ,sue A eNriMM 1 �h� \ tWn ry '+� h O O N h [• r N I 2 2 Iz O n W II G�N M ,at A. ,s.. aAc .,m.. >A N•1 � C11 N � vs. O ui c3 �n Z 1#. O �� N- � D; 11 � C h'b '` ii ry 'j I ( 'S ^a" I 4 U. I I I MYRTA BUS CANOPY ARCHITECTURAL �� EDGE OF CANOP .) u z I� o M II 2 / w t(0 Lev �b �a Y W r'`'�N 'v' $ a Z GRANITE CURB.(TYP.) DECORATIVEEXISTING SIDEWALK o ° AND BENCHES. m 's �+ �s �r ` I DECORATIVE I ARCHITECTURAL LAMP POST(iYP} TO REMAIN Q I I I GRANITE CURB(TYP.) 9ENCH / LL EXISTING SIDEWALK NEW SIDEWALK LAMP POST(TYP.) V� � 4 ♦ i TO REMAIN I I RED BOX CAROUSEL w k T ♦ r PLANTER PLANTER , , r o n • P / Z �u r tom• r• i% !� yam. ...�✓x� '•.'.� G... .,.,.�. :. _ _� R :.:M'AL L (v ZOO A ' o OUTDOOR SALES AREA w ;4� \ „ + 1 /�' TREE WELL(TYP•} � TREE 1MEll(TYP.) ffh� ! b m ��� •�� 11 W 1 S 7W� u !?' .G i?' .G x u H u 1 9" di,1 1 t1 .61 u 0t�v ri \ FLOOD ZONE AE m e _ FL D ZptzE h��� 74 �Ot t,a a`D ,mc Al PN�Jti �•t5�O ?J�s .4 a a sa �``r► g EEDGE BORDERING ATED RINGWETL D �o o _ ` cF +i a M N fh \ Q� t'ry � /,� n^ ,� ,� ,� 115 cc cc cc cc cc cc cc � \i '� � y,�1 \ I \ �° T T C � ? � � L\tyfG / �/ PREPARED BY:O'DONNE■ ,■ g 225 zz8 i & ASSOCIATES, INC. O o v► / CIVIL ENGINEERS,SURVEYORS 3 LAND PLANNERS 60 MONTVALE AVENUE,SUITE 201 STONEHAM,MA 02180 t� ma"DOT HIGHWAY ,i PHONE:781.279.0180 RJOCONNELL.COM A YI EASEMENT PREPARED FOR: a\ E�2t h� � FUTURE EV 1.Ma ar e A PARKING 00 �n EXISTING PYLON SIGN DSM REALTY SIGNALIZED 881 EAST STREET G PERENNIAL FLOW TEWK BURY, MA 01876 INTERSECTION n J Soo.-, WATER QUALITY V 54 GRASS SWALE SWALE ly 7 I w ^ V �� 4 @�� I y 7 6' PROJECT NAME:. - + _ ,m o Sp� S 41y �pR / Y ROpO �p .° '`�+T { v S -ter O RL 34' ��o O'?Bs3 Q2 � NORTH ♦ ♦ /-. 1 c�'� ° E 11� v 6 P Nc�' N/FBI VEGETATED WETLAND \ BASIN-I - '..--�� ,goy 6 sg� 5� ANDOVER MALL WET BASIN-2 NORTH ANDOVER EXPANDED i ®./ •f7 �� 1 BIORETENTION (�tw1� N Z j m A I AREA J � .'���X�� BORDERING j jj�` SEAL: �N `Q. ; EXISTINGRRETENTION \ GRA ss swaLE ° WETLAND V3 AREA y \ \ DUNOON \ STREAM FLOWO`I0R / ` { o9S cos CIVIL H IAL yN. PERENNIAL /�� PNQ 9Na41505a Q 01 2 •\ f STREAM FLOW $ osFOISTEQ� OI 4, ,1 y� Col. �p��Joe � � \� \� LLB ALCom- o 1'\O � �j s��. � �p0 L\NE Z DESIGNED BY: BPD ♦e, �v / J -^„� DRAWN BY: WJH 'c ; ; ✓ ' V REVIEWED BY: BPD ,L�'ry�° Q SCALE: 1"=60' DATE: 10/24/2023 I� t WINTHROP I f PAR 0 026-000NUE ♦ / DRAWING NAME: r NIF GLOBAL COMPANIES, LLC OVERALL SITE PLAN 0 E t,OJ R DRAWING NUMBER: 60 0 30 60 120 OR�N CE E c •\""r OS-1 C N PROJECT NUMBER: GRAPHIC SCALE IN FEET INSET .�7070 r o LLSCALE: 1_60/ Copyright 0 2023 by R.J.O'Connell&Associates,Ma - -------- I _ � __ - -- � \ �o U 1 0 O a s -R' e .. ° � J i' 'CT _ -- -;�� %- - \ EXISTING GAS SERVICE. o W Y ( Ix o y S1 1'08'35"E - _y W 3 0 0 � � "� ` A-77 - � % \ \ TO SE REMOVED BY ` e 0;a \`�Or 1 W e - eocx t`d x �� B(JSlN£SS 3 ZONE A-78. INSTALL FILTER BAG UNDER o \ �\ \ \ \ a W o e - -SO9' e W E- GUY l \- _ GAS COMPANY \ e 2 Y a 'r Wax =77.16'__ - _- 3t'OS"E__ - da so LIMIT OF WORK 3 29 44P A�76 p _CATCH BASIN RIM(SEE EROSION-__-r"I�- \\\ I .DMH \\ �\\\\ I 3 a "Q 2 a5 _ � =`77.16' _ --SO "E- a O+V1, ,R=33.83\\\\\X\\\\ "�W 34 2N ---- _ 0 c 6" RCP k A=26.58%\\ \ \\\ 2ERJ """"""""""""` I 0' / ug WATER RIPE .v zo rn- 0j O-S --------- - _-77.t 6' -_SO6 INSTALL FILTER BAG \ cx 3 0 ---- � - - - _ - t6'p 8.94 �` GB c� 'Z \ =2ti.58\�\\ \� \. e W �{ -- - - _ _ 5"E, UNDER CATCH BASIN A-T4 // -\ ` R=30.62 r4 ( yy 43 \\\ AS o EASEMENT W o c� w -- � Z7_ - - - R[M(SEE EROSION A-72 b ' SMk1 W. A�26.3} ,%- \ \\\\ \o o f 051/468 o '55- - - `\ \` - `- -�___�:: __77.16'-_�_� .SO4 ,3 � AL CONTRCLNOTE NO.17) .lt 77/ i/�� 77 . . . . .EL-Z7.97 . __ . . . \ \\\ o o - -_ - ^-� _60` --_- _7 IXISTING METAL \\\ \o o a o-- 5 E vl t BOLLARDS TO BE 52' \G \\ t•� 1 i - - - �. _` - -- ` _ --- f 6' - APPROXIMATE LOCATION OF A'-71 A-73 - 5 . W"REMOVED AND 92 . • )" EXISTING 12" / . . . '\ . • � \ APPROXIMATE LIMR..OF D{ISTING WATER SERVICE � o __ - - I-\ --` -� - --\-____ __-------_- 8�`DISPOSED OffSITE - r EXISTING METAL \\ TO BE REMOVED AND DISPOSED OFFSITE(L-80') Z i -- --__ -, � \ _ w R EXISTING FIRE DEPARTMENT UP - ROOF DRAIN TO b` \o ( - - -- - -_-__- ------- J CONNECTION D REMAIN. A-70 DM �•D- ---��u ¢ .STAIRS TO BE .\V •O \\�sp WATER SERVICE TO BE REMOVED TO ITS - -- -1 \ =-_:� - - - is - Or /\ \• ro BE REMOVED ) REMOVED . \ \ CONNECTION POINT TO ON-SITE WATER MAIN - -- � �� ��- \ -- `55` ___ --- --_-- CONTRACTOR TO PROTECT - \ \ . R=32.00 U, EXISTING CONCRETE / 50_ \ -� _ - DURING CONSTRUCTION A-fig i i\ - O A \, Rfsl --- \ - - - - -- ---- -----\ ly �y� �% 25.9d e.PtdD 70.E REMOVED • %_ p1 �igpQAWATTLEBARRIER 6=25.80' AN DIS , , W DENC£ 4 ZONE / / - _ __ \ A-68 r f f�� 25 NO Epp y $ }ALLATION(TYP.) C= 5.7 S.A `4 F ?OTER -� J / 1- _ - END STRAW WATTLE BARRIER - ' 1 _ ----- =-- \ _', i (UR -�._�� OFFSITE\ ) S12'46'05"E `/ 1 WATTLE BARRIER INSTALLATION-- - / ` - - - - -- - -- � -. S16 01'OS"E S14'23'34"E WITH SILT FENCE.END STRAW - _ _ r%ir -�1 a � 0 f, �+ 11* 8".CIgY. , �� UP'S5 4 [/ "\� \� \ Y TING F \ UP �74.32'� \ \ �74.33'_____ _ f---- -- - `� \ 50 ��--- -------- �- -\ STRAW WATTLE BARRIER / i,` N '/ ` �� �� EXISTING METAL STAIRS 6 \\ \� \�� ,�\ - -- _ _ -- ' / \ �\ \ \�811SINE5S 3 ZONE"::---_ -74.3 f- J / S _ �\ UP 5513-2 g \� �� TO BE REMOVED RIND \\\ \\ �\� - _ _ // S A_B7 rr V� / / EXISTING UTILITY POLE DISPOSED OFFSITE \� - - - _ ---f J - - 11 INSTALLATION(fYP.} i - @� \� �� =CB =_-_ _---- - \ - - ----- \ / _ ✓• j. / .cq oi514 AND GUY WIRE TO GUY• - _-R=31.80=-__ _ _--_ - _ __ - REMAIN.CONTRACTOR TO' - - -_ 'LIMIT OF WCRK?1__ = =` \ l - --\--\ APPROXIMATE LOCATION OF A-6fi 1 fl---��p .C6 .\ a PROTECT DURING SMH W N sw 2 ' \ �\�� \ S --_ -=A=28.55'=- - _ L� - Wiz_ C-1 -- _ _ - \_--_ i `\ \ E c EXISTING TRANSFORMER, /// /- r A=23.65 CONSTRUCTION T10N w v S H STEPS f��/ l� ---- B=28.30- UP SS l8_- - „`.r��-- -= - -�`` -\\ --- ----/- \ \ \' R=30.35' R=31 l r = 8.55._ 2_�"�" _SMH 4 -� - \\- , - 45 \ UNDERGROUND ELECTRIC AND vv / 0 ' \ � A=22 6 �\ _ - R=32.84 - `� \ - -- g e a7 R=33. 1 APPROXIMATE LOCATION ��� - .- A=26.89 - -A \�\� - \ TELEPHONE SERVICE TO BE / S / 6=25.25• Q�• ¢o j� B=22 A=24. 1 OF EXISTING FIRE �� ,` S J - = 6.59 - --- - \ \ \\`C -----\------ \\1-1 REMOVED //i/� i' l+L • , EXISTING 1�ROOF' . . __;_ / y g�n C=z 1 6-24.2 DEPARTMENT f\ j\ a. - A-6 /y/ '`� VL I DRAIN TO �- \ n' Q EXISTING RETAINING APPROXIMATE LIMITS CONNECTION TO TO$E - �f\f`��� �� 2 U 0 -' C_2- �`'�� - �\\ - _ 1\ INV j \, ��. "j REMOVED \i• / WALL TO BE REMOVED { \\ \� \ 25 j s __ _- \ STRAW WATTLE BARRIER 1-26.15 _ EXISTING BUILDING REMOVED SEE �' G UP 7 GUY _ ��t- _ INSTALLATION / 34, I r t s� 1 c+ . FACADE TO BE REMOVED ARCHITECTURAL PLANS ����\l\� k 3 - ol.• 12'NCP 5519 ♦ \ __-- \ (TYP.) Ilt c�` t EXISTING METAL STAIRS AND / / , f EXISTING 6'HIGH U ' \" 3?' l L A-64 r%P_ 3 R=3�. "f 1. tF` MjEI�" , . . PLANS FOR DETTURAL FOR DETAILS.) 9a \. B�C�(� , ¢n� _ G Y w 4 `�O I�we \\ \ kjy BOLLARDS TO BE REMOVED •CHAIN LINK FENCE G -_ A=24.1 b 100 t'' ' tt•• ) 5 k _ u SMH / G / '2 =23.88 �U APl'ROXIAMTB LATIbI�OP p \ �n `r� ` R=31.48 Q, V APPROXIMATE LOCATION , UP \ e -- r `� EXISTING T3�A5 t71ETER TO ' AND DISPOSED OFFSI7 E 2 AND OSPOSED \. ' . D.'� . . . . ..�• \ \` N I X SA � _ � \ \ `\ EXISTING SLOPE GRANITE CURB A=23.08 A- 9517 {TO BE REMOVED 1 -"�D / / e" - �r APPROXIMATE LOCATION OF EXISTING OF EXISTING GAS METER I�� OFFSITE S DUMPSTER, A \ {SGC)TO BE REMOVED AROUND B=22.83 �J� Gjj, 1• . REMAIN:CONTRACTOR TO ,� \ PERIMETER OF LANDSCAPED C=22.73 / ,;. F �4MS ER r. • . •PROTECT"I ELECTRIC TRANSFORMER TO BE TO BE REMOVED BY GAS GUY \ m PAD \S , r/-- V\ /\ \. COdNSTRUCTI REMOVED.CONTRACTOR TO COORDINATE COMPANY •� y '� EXISTING SIGN ` z ISLAND AND REPLACE WITH , �/ f. 46.9' t C-4 Q A-62 / \ REMOVAL WITH ELECTRIC COMPANY DEWATERING PIT(IF REQUIRED).IF CONTRACTOR ,I w CONC. SMH q B' TO REMAIN VERTICAL GRANITE CURB.{SGC , Zg / O / c CO. Rj31'.39 ' �1 •,s;\ w a INSTALL FILTER BAG � H TO BE DISPOSED OFF-SITE) r-�/ I' s ENCOUNTERS GROUNDWATER DURING PAD R=32.02 UNDER CATCH BASIN r, r , . APPROXIMATELY 160t LF OF EXCAVATIONS FOR FOUNDATIONSvw�w ,CONTRACTOR TO A=25.87 q NV=28.64 p \ \ 'IfL AIL ru A 6 t rr rj / "\p \ 0 2 EXISTING SEWER MAIN TO CONSTRUCT A TEMPORARY 15'x15'DEWATERING PR. ,I 8=25.77 RIM(SEE EROSION \ i ptr �4J, \, , , , . \ ,�\ . 6 r J i o - STEPS EXISTING CONCRETE PAD BE REMOVED AND DISPOSED \ • • \• CONTROL NOTE NO.17) \ 1 rr r r 0' j w a o J \ LINK FENCE TO BE FOR DETAILS SEE DWG.C-8 C=25.67 �- ,i.. , s. EXISTING 4'TO B CHAIN /T i r i r r .ry (O REMAIN) TO BE REMOVED AND OFF-SITE.SEE DWG C 3 FOR I . . . > C-5 j r r r m "' Cg 3 ' DISPOSED OFFSITf I , 1. vtr I ci to SEWER RELOCATION ROUTE \ .V r 3h \ ,\\ REMOVED AND DISPOSED / C�. j o R-31:02 'm • � 2 W ", . Et -11 / / g r � 4a28,27 • • *1 • EXISTING CRETE EXISTING LANDSCAPE Q'- I KOHL'S APPROXIMATE LIMITS OF ,I DMH 1. . ti ' -)- • \\ C-6 A-59 r i/ i 3j °� n Q c" �, .UP, t- . . . . . . � vrL yJL, rr r r / R. 4 4 B=,26.52 PADS TO PLANTERS TO BE FFE=35.45 INTERIORIEXTERIOR BUILDING R=31.57 1 ' ` `t7_' EXISTING WOOD TIMBER r r / REMOVED REMOVED AND LIMIT OF WORK r it r _: '-S ,o j l q '( Lb z ,� � EXISTING STARS � RENOVATIONS.SEE ARCHITECTURAL GUARD RAIL TO BE i r . . \ o DISPOSED OFFSITE TO BE REMOVED PLANS FOR DETAILS A=28.12 CONC. �!� /` . . . REMOVED AND REPLACED 8=28.67 Lj j �1 4,P / . �. _ (SEE DWG,C 4 FOR DETAILS), . f 3— . . as EXISTING CONCRETE C=28.22 GUY (}FAO \ , D=28.07 i � � ' / r/ f 7RNtlS ER +^ INSTALL UNDER FILTERI AND PAD TO BE REMOVED e uW v I II �� ( o 0 1 / \ ' C-7 A_58 j / J . . w ( � o, CATCH BASIN RIM DISPOSED I 11 y�i 26,198 XSF 1 i I. �/' /// \. �. /- p n ' {{ ��pl ¢o;LE FFE=35.44 II 1� 1. C-Bu yG Y/1z A 5 GRASS �, � t 1, APPROXIMATE LIMR 1 EXISTING 1 STORY MASONRY& STEEL BUILDING N § p II c i ( 11 II I LIMIT OF ,% A \ / INTERN?WEXTERIOR UILDING 1 236,058 SF.+ N �) o i 10 4 ! C-9 WORK ! l RENOVATIONS.SEE tCHRECTURAL q N n II W q Ij / i (' v PLANS FOR DETAILS " N yy W `� c W h w WITH SILT FENCE I) 4 STRAW WATTLE BARRIER " II a m N I o m INSTALLATION / I ! \ o a I WW 11 - , IXISTNNG A04 HANDRAILS TO BE o" vj v vi , o u o (TYP•1 / 1 5fi i• \ / c ( W W W N �, REMOVED AND STOCKPILED APPROXIMATE LIMITS OF BUILDING FACADE ,I z i Q "� II e^ (I o N I - \ \ 3 EXISTING ADA RAMP AND o w n q ii o"a q ,, I / / w � w 25 v,h EXISTING CURB AND SIDEWALK ON-SITE FOR REUSE.SEE DWG.C d I IMPROVEMENTS(SEE ARCHITECTURAL HANDRAILS TO REMAIN{TYP.) I) o n W (I W W { Z W ^ o N \ C-10 ill I 2-h i ? h Z Ln 2 v n , APPROXIMATE LIMITS OF BUILDING END INSTALLATION OF 6' I o m .t "'W i O / 1 I W o m I �u n I m o v 4 ( TO BE REMOVED FOR ADDITIONAL.DETAILS(TYP.) I PLANS FOR DETAILS.) I� '� I� q I to N ` I� II W� q W \ \\ l ' -55 . . . 1 ,o v q j zs m 'w e r � MARKET 4 EXISTING CHAIN LINK e " "�"q I ¢2 W EXISTING LANDSCAPE PLANTERS FACADE IM�tOVEMENTs(SEE HIGH CONSTRUCTION fENCE 2 2 { C-t f ( ( j m n v m u °� z x ` BASKET BEGIN INSTALLATION W t FENCE TO BE q o W "�W a - TEMPORARY REL T10N OF MVRTA BUS CANOPY TO BE REMOVED AND DISPOSED ARCHITECTURAL PLANS FOR AT BUILDING CORNER EXISTING STOREFRONT CANOPY TO REMAIN,CONTRACTOR TO PROTECT DURING CONSTRUCTION I r t II { W W ( 3 I FFE=35.50 OF 6 HIGH �I t• C-12 S S S `�3 g 19 1 \ I , u REMOVED AND RESET 'k�v W W , AND BENCHES.CONTRACTOR TO RESET BENCHES CONSTRUCTION FENCE OF OFF-SITE(TYP.) DETAILS.) 1 $ I \, t m (SEE DWG.C 4 FOR AND CANOPY EXISTING STOREFRONT SIDEWALK TO REMAIN.CONTRACTOR TO PROTECT DURING CONSTRUCTION \\ M 1 ' v -5 + ) ADDITIONAL DETAILS} ` EX�RNt3 STOREFRONT CANOPY TO REMAIN. EXISTING BENCHES AND EXISTING LANDSCAPE EXISTING LANDSCAPE j 9 p I x CONTRACTOR TO PROTECT DURING CONSTRUCTION EXISTING CURB AND CANOPY TO BE REMOVED AND PLANTERS TO BE PLANTERS TO BE LS EXISTING SIGNS :dl A I F M APPROXIMATE LIM OF EXISTING CANOPY TO S o I EXISTING SIGN TO- BE REMOVED.SEE ARCHITECTURAL PLANS FOR SIDEWALK TO BE INSTALLED AT MARKET BASKET REMOVED AND DISPOSED REMOVED AND DISPOSED \ , \ \ TO REMAIN f A-53 I REMOVED AND EXISTING STOREFRONT SIDEWALK TO I RAMP AND I REMOVED NORTH ENTRANCE(TEMPORARY OF OFFSITE('tYP.) OF OFF-SITE(TYP.) \���`����� J I HANDRAILS .) APPROXIMATE LIMITS EXISTING BUILDING RELOCATION) �. . FJLISTING STOP SIGN C-t3 � REMAIN.CONTRACTOR TO PROTECT DEMOLITION DET 331.0' a �\ �� 'O. M G � F Plq'E.'4XN' ". . `. STOCKPILED oN-SITE DURING CONSTRUCTION REMAIN(TYP.) • i 1 � FOR REUSE(TYP-)SEE � FACADE TO BE REMOVED.SEE ARCHITECTURAL �� 0 '�T�� � •IXISTING CANOPY COLUMNS TO REMAIN. 'EXISTING SIGN TO BE '1' ' t I DWG.C-4 ISTING STOP SIGN TO REMAIN. " PLANS FOR DEMOLITION DETAILS �\ P • • • • ' • '"'�'� CONTRACTOR TO PROTECT DURING ' REMOVED(IYP.1 N A \-J ` CONTRACTOR TO PROTECT DLf1E} I . . . TO BE REMOVED AND. 1 \ STOCKPILED ONSfTE _ I. t ' R A CONS CTIOtd `�k EMERGENCY �T^ CONSTRUCTION{TYP.) FOR REUSE .qy I �`I\ N P A R K( G F I R E E, ��� �f� ACCESS GATE N 1 � fi \ I o IXISTTNG CANOPY COLUMNS TO REMAIN.. 7�7j f IXISTING LANDSCAPE .CONTRACTOR TO PROTECT DURING f PLANTERS TO BE REMOVED AND f 1°, v'f.>. }- ' ' i m \ / / f l � .N .PAR 1 N ti . Mti I R A N � 'N Q P•A RJ(1,N �1 , 1 � EXISTING 4`HIGH CHAIN \�\ DISPOSED OF OFFSlTE(TYP.) \� EXISTING ADA SIGNS AND METAL "��_ --- J 3A- O ui ul CONSTRUCTION . . r. . . . .�. c. BOLLARDS TO SIGNS REMOVED AND LINK FENCE TO BE \\ f<I ..I.. (TYP.} \ �/ •r J r, -`Q`' ' -(� - � ..�.•. ! �•. V .REMOVED AND DISPOSED LL A-50 t / , •STOCKPILED ON-SITE FOR REUSE(TYP•) _ _- EXISTING SIGNS AND METAL `' \\ OFF-SITE a f IRE L A N E . . . . . , . . . �- • • �OOp z `1 BOLLARDS PI$E REMOVED - 1 fl N O P A R K I N O r . . . T . .!•^. , �E . . \. . AND STOCKPILED ON SITE _. . . V -49 {1 1 1 .). , , o EXISTING , ,. r _' _ - E A . EXISTING LANDSCAPED - - � N\ j C-15 Q p � Q 1 _ l �u 1 l 11 \ fZ010D I �-„� FOR REUSE(TYP.) 1 F EXISTING ADA SkGtNS -34. � \ � g 1 ` � LANDSCAPED ISLANDS 1 J 34 . . -AND METAL �. . .\�. Cu rn ` 1 i\ . . . 3 EMERGENCY r . . r . . ISLANDS TO BE REMOVED. \ y 8 w y 4 TO BE REMOVED • 0• a I.> . BOLLARDS TO BE 34 _ WZZt{ { {TYP.}SGC TO BE -r . . . . . . . . . . . . . .ACCESS GATE*2 - =..Z..r� lRi �.. =REMOVED AND ..SGC TO BE DISPOSED yy\ 1 O 1 DISPOSED OFF SITE fLCDD Z �a -_ = j/ taw 3' \ -STOCKPILED ONSj - -- . SGC OFfSiTE(TYP.) �� o, v -48 W ( . . .► . X a I -34 - a d r _ ---- --- -_-- ,�- `X. EDIT REUSE(TYP.} ---- I ' �` z d z t i - 1 �IGyy - a .® . U� / 33 SGC. SGC . . . �� l \ O ppz �` ,` , I. . . "-r •,.� ��,/' � . . ° %z . . . . . . . . . . . . ' . ' . . . . T3 t-- A)X C-16 2 Q .41SGC r U '�' V., EXISTING rn -47 l�,. ' o IXISTNNG LANDSCAPED EXISTING PEDESTRIAN e r . . . . k . . . . . . . . -.- EXISTING LANDSCAPED . . . . . . . . . . . . . . . \ . . . . . • • • • \ �N\\ \ \ SIGNS TO i c� � \ a , ,�• . . . . - ^:-'' ISLANDS TO BE REMOVED ---_S,CROSSING SIGN TO BE n ! - --_-- --3 - ISLANDS TO BE REMOVED. . . . . . . . . . . . . .\•\ • • • O \ \ \ REMAIN U 0 0 �\ \ w SGC TO DISPOSED \ rn -(TYP.)SGC TO BE REMOVED AND STOCKPILE . OFF-SITE \ C-t T 2� ,�, 1. �\ --- . . �- -�.-- ---- . . .A- . . . . . . . . . .4� _. APPROXIMATELY 85 LF EXISTING WATER MAIN DISPOSED OFFSITE ON-SITE FOR REUSE . . N 33- __ -TO BE REMOVED AND DISPOSED OFFSITE. . . . . . . . . . '32 . . , ,- - _ . -46 ` {SEE DWG.C 3 Fat ADDITIONAL DETAILS) IXISTMG SITE LIGHT . . _.--.- -, - \ '�` 11h, . r-. . . . r.-VY . . EXISTING SICiNSAtdD METAL DEVUAiEFtM1G PIT(IF EXISTING LANDSCAPED y POLE,FIXTURE,AND I I y \ \ \\\ EXISTING HYDRANT TO 8E y BOLLARDS TO BE REMOVED AND ISLANDS TO REMOVED' \ le . . . .-T EXISTING SITE LIGHT _ i \ \ \ • . . REMOVED AND DISPOSED . . . STOCKPILED ONSI7 E FOR REUSE- BUNTERS OUNDWATER )SGC TO BE j/ REMOVED AND DISPOSED . . . . . . . . . . . -.3 .QLE,FIXTURE,AND %"� ) C-i8 I fu 0 SGC - DISPOSED OFFSITE CONCRETE BASE TO Sf ti ` \ to U \ OFFSITE{SEE DWG.C-3 FOR ,, . . (TYP.} •DURING EXCAVATIONS FOR '/' OF OFF-SITE UN RY -- - -.--- . . . . . . . - `. ) �• i X . . . -13-• - REMOVED AND DISPOSED T ! . EXISTING 4'HIGH CHAIN ADDITIONAL DETAILS \ . _ - �. -FOUNDATIONS,CONTRACTOR f. . . . -- . . . . . . - . . \ \ w= \- �• P p - -_ -15k 5 D£WATERNCi PRP FOUR Y r r . . . . _, �. . . . SGC` . . 3l GC\OF OFFSITE(TYP.) LREMOVED INK FENCE TO BE - '_ C \ P' Vq�y B(j . . . . / . , . . , . DETAILS SEE DWG.C 8 i a 'C . . . - . ti\, `• AND DISPOSED: N W \ \\ - {19 . - Fp SGC . . . . . . . . X. . . . \ A\3\ �\ =' ��''�PPtt��,,,,,,�`rr��-``�P x 3\. / . . . . . . . . . . . . . . . ?. .�. \ .� p .. .r. \ ti w rbi -- \\ \ \ \\\ a. . . ? . . . . . . . . . . . . . . . . . . . , . . . . . i PROVIDE A I' V HIGH . . . . . . \. !NV CULVERT LLB i_. g \ \\ (MIN.)WATTLE CONSTRUCTION . . .� 't=24.9f_'"\�` Z_ ' ` PrLON \ . . . . . . , . . . /. OVERLAP FENCE . . . . . . . . . . . . . , /r f.� 132.� \ sicn u� TEMPORARY 15' __ \ \ \\\\ ,L . . . . . . . . . . . . . . . . . . . ?�. APPROXIMATE LIMITS . . . .-. , . .\ \ . . . . . '1 32 \ {(O jtEMIVN) 8 \ �,,� s ' ' • ' ' � OF CONSTRUCTION � . f \ i�. . �3 SWALEEDIMENT -_ _' A \ 2-�- 2 A-43 ` eGi O \ . . . . . . . . . . . . . . . . . . . . . . . .r. �/ LOCATION OF al , . . . . \\ f.• / V SQJA' _ ;L L A-37 �O Y __ _ ---- - -_ . . �� LAY DOWN AREA //. SGC' (BARRIER CHECK DAM y l ~ 1 A 42\ \ / _ `\ \ � IXISTING SITE LIGHT EXISTING SITE LIGHT - t STOCKPILE AREA. EXISTING SITE LIGHT POLEQ` I \ / Q / \ �' `� ! y 'WATTLE BARRIER TO' a *.*� �_ \ •8 \ \ POLE.FDCTURE,AND . . BE INSTALLED AND _ R /� - „� 8-2 \ K \ 6 --� POLE,FIXTURE,AND 6'HIGH / ��•( R FIXTURE,AND CONCRETE . . \i � .EVERY 100'{TYP.) i 1 BEGIN STRAW -- \ C - / CON MO BASEDTO CONCRETE BASE TO BE CONSTRUCTION . . . 5 r FK '" OR pNE MAINTAINED AROUND BASE TO BE REMOVED AND D BU . . ' / �8- A-41 \' - i REMOVED AND DISPOSED R �{L i p \ E-1 E-10 `.�t , . .\. . .t. . . DISPOSED OF FENCE R{VE BUI FE. . . . . . . . . . . . . . . . PERT. I . . . . DISPOSED OF OFFSITE . . . . Y{Et" \ ./ 1� NS S z 1M H S BRRR �.� - I \ . OFF SITE{TYP.) OF OFF-SITE(TYP.) . . . . . . . . . 20V ARC (TY?•) 10yr'. . . . . . . - � INSTALN�iA-I . rT• . . . . . . . . . . . . . . . RIP .% �� - Y 4'X4' BOX 40 I \ . . . , . . . . . . . . . . A- �. g PREPARED BY: \ E-2 - , � 30 '� j .�--' 8-55 B 56 �5 L E f JL \ . . . . . . . , . . .IXISTING"NO PARKING"(NP}& Era \ \1 . . . . . , . . . . . . . . . . . . . . _ 8-58 CU VERT o _ ���p/N` '=1 * - RJO'CONVELL a' 1 C . . . l PROVIDE A 1' 25' '.. �OPIE / , *' r / 4 ` B-57 END STRAW "NO SALTMO SNOW ~\ \\ ! 1 ` \ STOCKPILE"(NS}SIGNS TO BE \ j3a . . . . (MIN.)WATTLE _. 29 I •� NS - WATTLE REMOVED AND STOCKPILED \ \ '0-' . a . .OVERLAP 'CRUSHED STONE ` 0: N6 r)1�// �. J ' B-54 R_3049 WITHSILTAFRERNCE p & ASSOCIATES, INC. \ ON-SITE FOR FUTURE REUSE. \ \ t - TEMPORARY I V� . . . . . . . \ E-4 Wig SEDIMENT J�' APPROXIMATE CONSTRUCTION 5 -. / 4 �tNSTALLAnQN D C ENGINEERS,SURVEYORS k LAND PLANNERS \-SEE DWG.C-4(1'YP.) \\ " \ .> E_T . . . LOCATION OF SOIL VEHICLE TRACKING EXISTING LANDSCAPED ��� ( i N �/ 8-52 LM1tT OF VLrORK 80 MONTVALE AVENUE,SUITE 201$TONEHAM,MA 02t$0 - - \ \�_ \ c�q\ 7 AWN X STOCKPILE AREA. PAD{25Wx�1} ISLANDSTO�REMOVED.' X `y` \ OY(��� 8-7 a1 8-53 ® -R-30.47/ PHONE:T81.279.0180 RJOGONNELL.COM \ ` WATTLE BABBLER TO . . . . . . . . . . SGG TO DISPOSED % Eti BS t SMH D-T PREPARED FOR: NO BUi� - > \\\ \5 _s.\ \ - =&y BARRIER TILE. BE INSTALLED AND O'F-SITE ~ �f �' I,, -8 R=30.73 50' - i \ / \ INSTALLATION . . . . . .y PERIMETER AROUND 4. EXISTING FENCE TO 2B. / +\ (TYP.) �� p i NS 8-50 � D-6 /I/ NCE ZON� TO AIN,COOT DURC.T ,/" i t, 1 - F FUTURE X t p0' W''"(T, X G� i j f ?' -s STRAW WATTLE BARRIER i / 0 DI-- CONSTRUCTION ' \ \`` �� -v 29" fOREBAYT\ . . . . BU% ti CONSTRUCTION GF ZON R=35. _ I?Z7R7O'INSTAL.LATION(TYP.) D-4 0-5 / 25' N� _, , `o. ,\\ . . . . . . . . . . . . . �� . . . 'FENCE R // D-3 DSM REALTY _ \\ �\ \ \ / -� . 7 . . _ . . . . >r� -� B-49 / // /1 RFA-13 RFA-12 \N\ \ ZD \\ \ \ � , WATTLE L \• 29 . . . -___�- . . . .\ 25:NO / CB EXISTING"NO PARKING"{NP)& D-2 881 EAST' \`. \ \�G--- I-' _- - . •.•' ` . . . e-48 R=31. D TEWK BURY, AE01876 / \ "NO SALTMO SNOW STOCKPILE" a / RFA-14 -- - - \ \ G \\ BARRIER CHECK . Z - x• ){ CONSTRUCTION j - / INS)SIGNS TO BE REMOVED AND / \ZL 2 �♦ \ SO -28' NP 1\�� DAM(TYP.) . . . . . . . . . , . . . 18' - .!ENTRANCE N -11 AD-' _1 z" CMP STOCKPILED ON-SITE FOR / / RFA-t t \ s\ - 1-\ \ o \ . _ / \ \ \ \ . . . , /�. . • • • . • ;; -ZO ipiB_-47%� 1-29.70 FUTURf REUSE.SEE DWG.C 4 D-1 // RFA-!5 / �' \ \ F 7\ -/ 28- _ 50 N0. rvN q / EXISTING"NO PARKING"(NP)& \ RFA-10` - \ `(\ `\\ +\ LIMIT OF WORK . . . . . . FUTURE INSTALL WATTLE NP 8-12 �8_46� V `�y {TYP.} / / "NO SALTMO SNOW \ �5 \\ 1\ \ \ \ \_ �' \ a . . /' SEDIMENT ' `BARRIER CHECK DAM CE'ON � _ FORE$AV EVERY 100'(TYP.) NO Dj5(()RW- ✓� i�8-45 11�' PROJECT NAME: / STOCKPILE"(NS)S1GNS TO BE - -% . . - . . . . _ y -- SQ Q��c�$� / t6 / REMOVED AND STOCKPILED \ \,\ \} A , /" \ �� �. 24S 8-43 'jam i//�r T IJ j- D(N) t^'7� ONSITE FOR FUTURE REUSE. \ \ i WET 304.I� -�' t SEE DWG.C 4(TYPJ _ N \ /. �(� -t 4 !% r ' V EXISTING SITE LIGHT POLE, N P �� _ / r j, N O RT H f \ \\ ' /\ _ \ / FIXTURE,AND CONCRETE S j f+' I \ --W--.L BASE TO BE REMOVED AND _ -�!- -J i - _ B�2�i '// i14, �2 r TEMPORARY SEDIMENT BA..IMPERMANENT WET \ \\26, DISPOSED OF OFFSITE(TYP.) y _ _-8-4 i �� _- � BASIN-1.CONTRACTOR TO ROUGH GRADE THE WET \ \ � /9\ . . y :`�_ y- Ot t� 0 221$ /'� AN DOVE R MAIL C / BASIN WITH A BOTTOM BASIN SET AT F1 EVATtON RFA-7 1 \ q f- i/ /' f B=40�0� -f i i i , v / / / \\ \ \ REMAIN \ „ R 23.0.WET BASE TO BE UTILIZED AS A TEMPORARY ` I Q L - "^ '. 0'ND BUILD . . . EXISTING SIGN TO , •�' . NS r ;� B-39� sTRAwwaTTLE BARRIER -_ - CB . . . . . \ - .\. \ \ \ I NORTH ANDOVER :�::.. ZONE BE REMOVED(TYP.}r \ GS/ - WITH SILT FENCE \ C-17 I I SEDIMENT BASIN FOR CONSTRUCTION.UPON I w :... j B ,rG.� R 36.43 �� I- � \ \ Y \ 9 COMPLETION OF BASE PAVING OPERATIONS AND f . . % -� -_- tNSTALLAT{ON(TYP.}- V Y - -.- _- - yjL Ny1A V. \ \ p STABILIZATION OF THE UPGRADENT GRASS CHANNEL RFA-6 3 •::• x'-•-_- C L?'. -y�_ %_ �- I - r / 5001 N U SWALE,THE SEDIMENT FOREBAY AND THE WET BASIN � 1 - - 25'ND x� -x \ .- f` NS i B w____%i i -3� - �- r(' O� k ( C-19 �, 981 \ c SHALL BE CONSTRUCTED TO THE GRADES SHOWN ON ; \ t 26"=• SC£ZD E x x % J B // �8-35; /� r r r�.39 ii +�� / / �� ) fiy16 I \\ \\�G�- \ \\ SEAL. �A I DWG.C 2. - �� � . . - - . . . \ I \ 'F! -� _� r r r 4 C-i8 \ LO \ \ � �-- INV CULVERT- - i8-34 W EXISTING I - 25_26 = 0 7 f T- _ rr 8-33.-�r,i TEMPORARY 15 , 0� LINK FENCE TO 8E \ INV CULVERT ` p - BtORETENTIONAREA / /� EXISTING 4'HIGH CHAIN 2f \ \ �/ WIDE SEDIMENT BfiIAN P. , 0 RFA-5 `/.24 - -- �_ 27 \ d' N j! 8-3 tiT 0 jRK 55�yyALE / :��� .� REMOVED AND DISPOSED - \ 1=25.3t ( f\ �N�M LEGEND BEGIN STRAW WATTLE \ f-' `21 -- 1 28 - �8�' / it j GRP55 r i /, OFF-SITE- SED-1 1L_ / \ COIL v+ m I— - _ _�� y %B-3fr / - r r IXISTING"NOPARKING" NP & . . . . . .W BARRIER WITH SILT 2\ - % rr / / r r ( } � I DEMOUTIONIREMOVAL CLOUD FENCE INSTALLATION 8-102 ,21-$__- -- ->-- I 1/-28' B- //r ii/- r i // Z ^� j N0 65.�5 -'�-^^^^^^� i / � "NO SALTMO SNOW STOCKPILE" i ,, p -1 f / _ 8-f0 - _ - B-30-,,I r� rr- r p -B-103= __ 1ri / (NS)SIGNS TO 8E REMOVED AND i � \ \ \ C-20 �at8TEPti ` 8-f05_ -2fi -EXISTING SITE LIGHT POLE AND BASE rr gr CONTRACTOR TO B-107 , y 5"G_4 -----_ _-_5 B-106= e 3 5 /r r 'b STOCKPILED ON-SITE FOR INV CULVERT � ,-�� ?t/ . x 8f E LIMIT OF WORK ~ REMOVE G-f i G- _ ----__ __-- /Z° CULVER i:TO BE REMOVED AND DISPOSED OF / // PYLON \ 0 Al O APPROXIMATELY 1503 LF �� /y r�" LIMIT OF WORK_ - ---8-}0 / ly h B-29 �OFFSITE(TYP.) ,r FUTURE REUSE.SEE DWG.C-4 1=74:9f _ 1 T\32� \ SIGN V ` � 1g'LOL¢ EXISTING PAVEMENT TO 8E RECLAIMED G=1Z,/ . �� ---__--- \ / ti / //, - r/ fr r- � (TYP.) TEMPORARY 15' (� Of CHAIN LINK FENCE RF 4 ((Lq, / / r 1 25' �-�=� > �' BEGIN STRAW WATTLE BARRIER /�/// �/ // / � i WIDE SEDIMENT F_ p• 32 (TO REMNN) 2 y� � � FROM BIORETENTION f DD ( -- i � NO DJ511 U4AACE --- o \ _281 r WITH SILT FENCE INSTALLATION .5 / ° TEMPORARY SEDIMENT BASINIPERMANENT WET SWALE -' Q A �E - 1 2- � �' U EXISTING LANDSCAPE / r -cc- ZONE_ , / , A' DESIGNED BY: BPD O ISLANDSIPIANT'ERS TO BE REMOVED BASIN EXPANSION AREA 1 ,t`- , -. / / / "s •yb / / BASIN-2.CONTRACTOR F ROUGH GRADE THE WET / / -S /� 'Sti , i ® RFA-3 I 1 / I•o phw= ENO STRAW WArnE - _ /'INV CULVERT /+' / // y / / a BARRIER WITH SILT ' / / / BASIN WITH A BOTTOM OF BASIN SET AT ELEVATION NS �63�'�A o//�'�' - DRAWN BY: WJH r0 `\ 1 1 1! o _ i /I=21.2t / 23.0.WET BASIN TO BE UTILIZED AS A TEMPORARY 'i' .. \ / m vI EXISTING BUILDMK>AND � I \ - -�-FENCE INSTALLATION END STRAW /- � / - ,r' B-2 \ d\ °m//' Oj REVIEWED BY: BPD �_ ® ) - OD SEDIMENT BASIN FOR CONSTRUCTION.UPON % BEGIN STRAW APPUTENANCES TO BE REMOVED RFA-2 j f 1 -a 32- __`-' WATTLE BARKER i,ITN / r f a E _` \ 1 - --` INSTALLATION(TYP.)N`�' COMPi ETION QF BASE PAVING OPERATIONS AND _�i !E WATTLE BARRIER a SCALE: l"=40` w EXISTING CONCRETE ' � / \ �� �* / GE STABILIZATION OF THE UPGRADIENT GRASS CHANNEL NS 1 8- i 2 PADSIStDEWA n TO BE REMOVED �=+I � \ \\ \L J y� L 1 !f/ �EN SWRLE,THE SEDIMENT FORE�IY AND THE WET BASIN _ INS A�ij��T�M E DATE: 10/24J2023 2 G / / I RFA-t, 1 �h�y 4 5�,�\ � ' `- 3 _i // I //1A SHALL 8E CONSTRUCTED TO THE GRADES SHOWN ON __ APPROXIMATE / i DWG.G2. i r _ Sb -3\• 4 X4' BOX o /, cm�� DRAWING NAME: �� x \ >- // �2 49k1_ B-56 CULVERT � p N D-9 M BUILDING RENOVATIONS r l• 6, VEHICLE TRACKING // 4 '"21 DEMOLITION AND C I I I 0� I \ PAD 26'x65' ,EXISTING SITE LIGHT POLE,FIXTURE, t STRAW WATTLE ® I I G / r .I- ---`0* �N /,AND CONCRETE BASE TO BE / f t0 r r 6_ 3g--&- >_ n / 8-57 END STRAW p �_ r REMOVED AND DISPOSED OFFSITE WATTLE BARRIER . CONSTRUCTION FENCE -x-x- t L-- - a O- 100' WETLAND g� EXISTING"EXIT'TO BE V / INSTALLATION D-8 { a titi ii � / / B-54 $`R=30A9 ,__ SILT FENCE EROSION CONTROL t - / ON£ CB � BUFFER (1YP) _-,-LINT Of WORK O . STRAW WATTLE WITH SILT FENCE l c / BUILD Z / R=33.79 DISPOSED OFFSITE / ' oe i EDGE BORDERING WETLANDS -- 0 / 3 S®�R-3o.47/ D-7 PLAN 5D IN j260 W/NTNRC a / BEGIN STRAW / 40 0 20 40 80 o niTwrc -� "� R=30.73 O I CONSTRUCTION ENTRANCE BEGIN STRAW 1 WATTLE BARRIER p 3 E ' PARCEL 1D. 02.WATTLE BARRIER INSTALLATION(TYP.} INSET DRAWING NUMBER: / INSTALLATION(TYP.) / � RIER / D-6 SCALE: V=4 ' ip It NS N/I EXISTING"DO NOT / GRAPHIC SCALE IN FEET / D-5 CM11111 Ur NO SALTRNO SNOW STOCKPILE sr -� ` GLOBAL COMPANIES, LLC ENTER SIGN"TO BE / ) D-4 NP I // CB REMOVEDAND DISPOSED OFFSITE PROJECT NUMBER � NOPAtIONGSKIN ,� R=33.74 / (} (� N 17070 O •�r" TEMPORARY = I / �� Copyright @5 2023 by R.J.O'Connell 8 Assoelatea,Ina 0 _ - ---- ----- _ -------=__- - _ 40- -_- �-�c�..�- �-- y_ _� 8 2 N \ ANON-JURtSDIGIIONAL ��-- =---d1AH5 \\\ o V U e j z\s -,N r p - -_- -d_ _ '� ___,5 -- ---- ------ ----tZOl30ZONEXStNDEO----- _ ___ 6"PERF.Ci� - R=3134'R P \ r ;q - \U ---- - -_40= =40= WJ -WE1tAN� ARIA D+�+GE CONTRACTOR TO CLEAN SUMP OF SEDIMENT. \ ru 4 O O - ------- ------ _ 004 _ - -= EA$EAtENf CB FRAME AND GRATE TO BE REPLACED ,\\ g 2 - - =---- - ---- S-0,005 s \\ N \�S 3 ¢•. W 2 ram' _ - ----�-. .35 - -_ -1=2805(DMH 5} �_ / --F--2 t340 40t - WITH DMH FRAME AND COVER \ \ 0 2,� o U W 3 C. �F-3= ` - - 'R 31.72 6"PERF.CPP \ e O O t 2 O °U 3 O 2 ) t ¢ (2) 36"RCP DRAIN MP£S ` j \� '6`x6°x8"TEE -� -1 28.00 CB-2 N •� 3IQ �2 M J O h n �A-79 F J t t EW)) _L-2i5';S-0.013 2� o o W ¢ •. 2 W (APPROX DIRECTION?- F-4 �-` 1=28.24 _= - 40- - \ S 2 oo W�+ 1+ O U 3 p N w - 6"CAP ;REPLACE 4"WI M -2 _\ [R:7j I y� \\ @t O o , 4 e m W o \ -- - CB- 0 C CONCRETE RETAINING WALL�1=28.60 , Qr Y3 \\ R 31 N W U o 2 ( cr� Y 2 y �t R-31.80 (SEE ARCHITECTURAL y t - .�- CPP -R=32.00 1-27.80{TD-2) Y o o Oid �+ APPROXIMATE LIMITS OF t=28.70(DMH 8) S FOR DETAILS} �A r ¢-- _F-6 -L=30'; p05 I=�.39(CDS 2) \\ \ 1-27.84(TD-3j � _ SLOPE STABILIZATION.(SEE 36" RCP A-76 GUY t =1 F 5_--a --- -- �_i=26.39 �\\\\\1-27.80(DMH- I q a �Q x =1= =y _ _ -- �V ti T F26.39 DMH \ I�t7.80tDMH 2) 3 0 ¢ j o -C qc 4 _ TO DWG.C 8 FOR DETAILS) DM" 36" ----- --- - - A=26.58� ---- _ fi0 J C CONTRACTOR TO CLEAN SUMP _ CS =26.58 4'Y/�E FRENCH �' PIPE U� p O J _ - / 12"CPP \ DRAIN(SEE DWG. ' OF SEDIMENT.CB FRAME AND - _\ - l R=30. 6.4 E 4SFMaT A-7? SM L=13' \ C-8 FOR DETAIL) I _ - - GRATE TO BE REPLACED WITH 3Y n 12"CPP A= 10511468 W z u. ll DMH FRAME AND COVER - ry - - NL=5' 7.97 \ ' 33.00TWN R=31.80 i A= =2 \ ♦ \ \32.008W(PAVEMENn 1=27.90(�!H-3) A-73 3??` 2852 ' 8"CPP;L-30 `� ♦� 31.50(CONCRETE} �R=35.25 -_- LIMIT OF WORK 1=26.50 CB3(NEM)) U -7 C� 5 Q,Q, \\ t ) - ( DMM p--_� - 0 D D S=0.055 r 7E?�� \\\ I I=29.�tC0S 1 - 17 t2 6"CPP{L=25' N ♦ O CDS-i - A-69 /�' \ i O / A=25.90 L=10ti `- S�.07 ` :?aQ \ 1=26 90(DMH) R=35.40 / - 50- „ \ \ \ // `55 ,` __ - ---- --- /_ 5p iONE.� i? B=25.8 o-yn LA U c , ACo \ ( I=29.57(TRENCH DRAIN 1) A_S8 �/ 25 CE i' O VWWp/ C=25.7 " SI R;8 33.50BW PAVEMENT \ 8"CAP 1=29.57(DMH 1} // / f /- `-_ _ = \ \\ ' - ----- ---\ i113� „E;: .Jit ! t RBAN 8 5 33 \ \.. 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OTW : 48. � $ •CEP`' \ � OF SEDIMENT,CB FRAME AND C' NEW i CPP DRAIN ' 0 35.50�N(PAVEMENT) 34.76SW(P ENT RD-7 =24,2 AND CONCRETE A-65 / X GRATE TO BE REPLACED WITH /-- µ 32,208w(CONCRETE) (: -2- NV // d i�WE F RD 8 I=29.50(OMH 3)3) ':�''.' 0/ *t DMH FRAME AND COVER 37 Ff1T PAD: NiONNTION ^� a.K E ^;..:'. C-2A - =26.15 / / f t \ \ UP R=30.35 t (�=20';S=O.OiO) TD-31TRENCH DRAIN1 TD-i(TRENCH DRAIN) r. .:..'':.. 8"Cpp; S 12 \ 5519 T GUY �,-- \ \\ i/ / J yl _ S 1-25.25(CS-4(NEW))/�x�D, `, R-31.57 RF.CPP; ` \ _ / 1 /• Wt L-20; = ti tl SMH LL A-64' /%/ / i A=24.18 �i /C 1 p0 R�tj(P� ♦` 1 DMH-3 1=29.6D 1=29.75 2 L- a� F� y R=31.90 ,. L=18;S=0.029 3? \ 35 '-�'\� �D \ R=31.48 / /G „� u�',9=23.88 +' \ BUM 3is R-32.54 HEAVY-DUTY ACID HEAVY DUTY ACO 52.3' 83 0 34.50 Up e \ Y jO�y�.�� 00 A=23.08 A-63 / ��` a `_. TRENCH DRAIN(L-25`#) 3? 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CONTRACTOR TO CLEAN SUMP I o m B \ C-4 /^ r PAD R=31.39(H k A-61 '// / A J ° OF SEDIMENT.CB FRAME AND .Al - -/ / r G \ 1 TD-2(TRENCH DRAINI d'WIDE FRENCH p INV=28.64 �2� g \ CONC. 209.2' Cg{ RO 5 TD 21TRENCH DRAIN} GRATE TO BE REPLACED WITH U 32 sr A J \ t,� EXISTING ELECTRIC I DR FOR ETt WS 33 3 \\ \ \ R=30,30 (TO REMAIN} R=31.80 R29.800 (SEE DMH FRAME AND COVER 1-25.WDMH-7) 1-29.65. 1=�.� CB �� RD-3 TRANSFORMER TO REMAIN {TQ RE N) t R=31.02 m \ N�# (TO REMAIN) ?y ( STAIRS WITtt 8"RISER) R=31.� S STAR LANDING(6I M8.35(8"CPP) c+0 Q k J \ \ \\ C-5 A-59 r._ > 1- A=28.27 o FtENCHUTYACO I=28.30(C&1(NE1f1)) \ `� c� I EL=35.50 TRENCH diABI(L=94t) pp A �ii/�/ ,�5 e¢ 8=26.52 RD- I U KOH5. ® DMH \� \ -UP \ M \ 4e. a e o n / \ 4 LD cr FFE=35.45 A=28.52 � \ B CLIMITOFVYORK lla \ I o tTo REM AIN) ( PROPOSED MARKET BASKET B=2&12 _' �'� \ / M RD-, / I I 92 907 SFt �` C=28.22 G\k� ..Lst TRANSFORMER I (TO REMAIN) ' I � w �• / ?a EXISTING ROOF DRAIN TO REMAIN. 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's `'s.\ 28 {\ \ ELEV-26.54 ?g A 18- ~ WATER QUALITY SWALE 28 5;/ B-t t - ,/f \\\ �./� 2g \ h�� CROSSSECTION C C i i8-47�� �f 1=29.70 RFA�15 *1 \ \ \\\ 2 e' l 27 (SEE OWG. \� ?3 ?4 2 SLR-6 � SLR-6 -� B-12 �%8-46� G NORTH 26 /li \jG ea �/ SEDIMENT (ow) ___- •' `\ \ . \ 1\ , 1=24.50(DCB,) 28 FOREBAY i EL27.5 �u ,�2I- AN DOVER MALL ,� \ \F. ` 4y \\ ,� �'• '��./2 \ / 1 1� -_-^___ � ;n RFA-9 \\�O , �C x �� WET 4481 3 \ / 24 x _%�% y_'� 1 +� NORTH ANDOVER 21- ♦° ? �'- ' ?t.0 26 8-?5 14 B 42�! /�- / - A� - V � \ \ \ _ APPROXIMATE a LEGEND ITS OF \ py : .;:'•: 24 / weTBASIN2 / ¢�-23 g _ _ B-4J' \ \ \ -17 8K)RETENTION _ I :::. a / .. 2A _ B_ 30` ' O 0 2 y�Y - ....;�.. �' 1 �_� ---_-- -�- _'--- ( - f+^• N SEAL: p PROPOSED DRAIN LINE •-•ci ' BUILD i5"RCP; s / ! i i -� B-3 -- - ,�^ - �- ` 1 \ 8 '` \ c to=1,000#SF) f A _t� Z E i �� _ �.tt 1Ti CB I aSE� ip SLR-1 L=39;S=0.008 / i x 8' �S'�=B-38 _ ��- V R=36.43 V C-19 v B t v- FRENCH DRAIN(PROP.) �{ \ ! o \'il:^ »f' (OW) fa , '% A `' / \ C N RFA-6 J o i,:::, x 1 2 "RIP RAP STONE i B 37 / 33 + b52 + ! 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DRAWN BY: WJH 33 PROPOSED CONTOUR G 1 /%G_-�-`%.=-- -LIMIT OF WORK 8-107- CtJCVERT 'c G i - - ' 30=- --\ J 29� / / //yam / 5� j\ 3ti `iq, REVIEWED BY: BPD w $- --@- EDGE OF BORDERING WETLANDS RFA-4 ((2A, / / / -- --_-- �\ �jV y ( h //f f�� PERENNIAL / C; h `b TREEUNE B-f00 , / / -25'NO DIS7�B4NCE ZON-E _ ( v- Jh '//��j / STREAM FIOw y t Ao/ LR g1 B-2 \ f/ R- \ B-28_ f/fi / / �C32.t lr SCALE: 1"=40' RFA 3 PERENNIAL _ tNV CULVERT 9 TOP OF CURB \\�( JifSTREAM FLOW /, o EXISTING �\ i / �=�-�/f,-2�2t -/ / /� � -� � /,� ag 3 -� B_�t, r c / DATE: 10/24/2023 0 m 28.60BC BOTTOM OF CURB HYDRODYNAMIC I GRASS SWALE - i -\_- \ / ^001 32/ ® PARTICLE SEPARATOR \-(To REMAIN / / DRAWING NAME: CDS 1 RFA-2 ! - "32_ / PN / / 3� 8Z m m I \ \\ f ) a - \ \\ /f / / NOS - �' 8-56 , 4X4' BOX a cp -O� UTILITY POLE D EXISTING ROOF DRAIN / \ \\ \ \ 1 / I i ,2 ag B_55 B-56 CULVERT °o D-9 M 11 �_-� / / �/ 5- -4 42,. - GRADING AND t WETLAND AREA EXISTING AREA DRAIN '\ \ //W O RFA-1 J ) / ry '2Cbp �--'3 / � - ,_.. / //�-'� � B-57 i o DMH DRAIN MANHOLE R= RIM ELEVATION /�* \ l0)1,E, \ // /// C6 CB EXISTING CATCH BASIN +a PIPE INVERT ELEVATION I ' \ o / / ' " DRAINAGE P LA N ® ! C ` / (-- \-_=-_\Z�£.L,' /-\\ . �N //f/' G 8-54 C R�3o.4s Ro PROPOSED DOUBLE RD -ROOF DRAIN ( / ♦ __ 3q� /M, / JG 40 0 20 40 80 V 8 Z E CATCH BASIN CPP CORRUGATED PLASTIC PIPE (� f 00' WETLAND LIMIT OF WORK �CB ��/2/ 3 R=30.47 'O t p%4 f/ CB BUFFER (7YP9 o / SMH D_7 DRAWING NUMBER: o� d PROPOSED FLARED END TD TRENCH DRAIN / BUi�Z I R=33.79 ( �f GRAPHIC SCALE IN FEET R=30.73 j' m HTE-t APPROX.LOCATION OF SOIL BORING 50 ` h / D-s INSET C=2 E c EL.35.6 PERFORMED BY HTE NORTHEAST,INC. 260 WINTHROP AVENUE ' D-5 SCALE: 1 =40 C N �o 17070 SLR-1 PARCEL ID. 026 0007-000 � \APPROX.LOCATION OF SOIL BORING PERFORMED BY GEOSEARCH, D_4 PROJECT NUMBER: N ( OBSERVED BY SLR INTERNATIONAL,DATED SEPT.11-14,2023 N/F LL EL.36.5 (OW)=OBSERVATION WELL GLOBAL COMPANIES, LLC Copyright 0 2023 by R.J.O Connel 8 Associates,Inc. I NON -JURISDICTIONAL (5121 EXISTING OVERHEAD - SEWER PUMP WETLAND 30 DWAA� APPROXIMATE LOCATION EXISTING GAS SERVICE TO BE I 3 0 I o \V I tr g p Q NEW GAS SERVICE.SIZE N EASEMENT REMOVED BY GAS COMPANY W Z 2 I 2 0 f="' . . . . . . . . . . . ELECTRIC AND STATION OF EXISTING WATER T v• 1 �,N \>_.� o n� 3 3 .. W W i• REMOVE APPROXIMATELY 131 LF EXISTING TELEPHONE TO REMAIN TO BE DETERMINED BV F-2 13401401 MAIN.CONTRACTOR TO APPROXIMATE LIMITS OF EXISTING WATER SERVICE TO BE REMOVED AND DISPOSED OFFSITE v W a N CLAY PIPE AND REPLACE WITH 8"PVC GAS COMPANY F-3 VERIFY SIZE AND SDR-35}.MAINTAIN EXISTING SLOPE. (2) 36"RC A_ F-t T-� (L-W*)WATER SERVICE TO BE REMOVED TO ITS CONNECTION POINT INT TO ON-SITE WATER MAIN. Q O 2 2 t o >L g _ RESIDENCE 4 ZONE APPROX DIRE ON J W \ i- r_ ❑ L IN FIELD I W J O e N t� O( J UP 5573 F-4 SMgll1INEVN N RO o f a 2 h 0 c v� R-33.40 to�i vN1 ' I O O ❑Q� a h W 3 0 r , BUSINESS 3 ZONE 28 x16'CONCRETE PAD FOR (9)8"DIA METAL _7 j �' t' a o O S i DIESEL FUEL GENERATOR A-78 t=23.90(1N} EXISTING SEWER MANHOLE TO REMAIN. ( o E -y ro O BOL tARD3 WITH Q F-6 r I=21WOUT) CONTRACTOR TO REBUILD INVERT n W O 77.16' S09.31'05" T (SEE DWG.C-8 FOR DETAIL) YELLOW COVER RCP -76 O GUY OI�SED FRENCH _ �- i ¢ ^ N \ .T F V APPROXIMATE LOCATION OF IXtSTiNtB UPfOLE 05514 AND GUY 1= .44 N H 25 LF 8"PVC EXISTING SEWER SERVICE TO REMAIN. 0 2 W W 77.1 fi' SOT e / R=318 SEWER(SDR CONTRACTOR TO PROTECT DURING CONSTRUCTION 3 C' 2 vt 53 35"F d T EXISTING WATER MAIN. WIRE TO REMAIN.CONTRACTOR TO 36" RCP i F A=26. \ 35)S=0.013 U 77,16, / C CONTRACTOR TO VERIFY SIZE PROTECT DURING CONSTRUCTION =28.94 __ CB \ F = .58 20' WAMR PIPE 3 J S06 i R A-74 - GV R-30.82 3 AND LOCATION IN FIELD C� W W Wj W 6.4 o ^ EASEMENT 2 U to A-72 O SMH A=26.37 TS&V o 10511468 i ¢ O 7j•i6''WaL SO4.3g 2 N APPROXIMATE LOCATION OF EXISTING R=34.77 / @=27.97 135 LF 8"�/C E o ^ I o v o 35 UNDERGROUND TELEPHONE SERVICE TO A=21.52 C=26.12 SEWER(S0R 35) 10 SMH 3(NE1M ( N o' 77.16' LIMIT O WORK A-71 A-73 - W -0 28 s1 ' S=0.013 cn R=34.50 EXISTING HYDRANT AND p REMAIN.CONTRACTOR TO VERIFY I ro c) w 5 BOLLARDS TO REMAIN. z LOCATION IN FIELD UP 5 8"'RC7r D D 1=24.57(GT-1) A-70 OMH D C P e t•' "GV O 1=24.47(IN) CONTRACTOR TO PROTECT z 2-4"SCH 40 PVC PRIMARY A-69 /' 2.00 Q m- ` "GV y 1=24.42(OUT) DURING CONSTRUCTION ELECTRIC SERVICE _�� / A=2 0 + (CONCRETE ENCASED) -� 5 NO FO\61N i C=25.8 S QC 8"PVC(SDK 35j RESIDENCE 4 ZONE 1 �. , o PAD 5=0.020;L=5' S14'23'34"E - ,I,c ,Ihz 2 � S16'04'05"E NEW CONCRETE PAD FOR pISTU ON / S KOHL'S TRANSFORMER(SEE S 8" COY . a � a S UP 74.32' S 12.46'05" P 551 o s 74.33' _ DWG.ES2 FOR DETAIL) • • & 16 BUSINESS 3 ZONE 74.33 UP 5/3-2 �' S 'ca, NEW CONCRETE PAD �'' If APPROXIMATE LOCATION OF A-67 / 50 FOR TRANSFORMER N • cy �� ❑ LIMIT OF WORK PROPOSED FRENCH 2 4"SCH 40 PVC PRIMARY EXISTING UNDERGROUND / BUILD ZONE ❑ co(SEE DWG.ES2 FOR N • S CB ` DRAIN ELECTRIC SERVICE ELECTRIC&TELEPHONE SERVICE DETAIL) PLUG GI LA, CONCRETE ENCASED TO BE REMOVED -66 i CB () h w =28,55 f _ O Q 8 U DI A. 0 SMH E8"CLAY SEWER o a - � t 0. S, _`"�► @=2g.30 UP 5518 �+ -�� „ . :s� ,] I c / R=30.35 BOLLARDS WITH METAt .�=�_j C-1 iTELEPHO SERVICE / / o A=25.65 YELLOW COVER EE DING.DETAILS ES1 R=31.65 3MAN INSIDE R- 61 FPS + �C=28.25 SMH to A=22.65 MANHOLE GREASE 8"GV - .25 I R=32.84 8=25.25 o/i o 8=22.30 (CONCRETEENCA8ED) / / ��- y C=22.10 A= 4.31 TRAP(GT-1) 8+ B=26.59 - A-65 �- APPROXIMATELY B 4.21 f4.000 GAl) K �\ yi a o EXISTING GAS METER TO ' -� c�r�`�.•` R=34.50 4"CS NEW CONCRETE PAD FOR N 26.15 W ' 1 4"SCH 40�+C 9 8"CLDI FIRE + . G G C-?A Z TELEPHONE I2 PAP.. ^ LOCATION OF NEW BE REMOVED BY GAS • 1=24.92(IN) G Ohw UP 7+GUY SPACE#2 TRANSFORMER / SM ~ �'''D'CONCRETE ENCAS D)SERVICE GAS METER(SEE COMPANY PROTECTION . (SEE DWG.ES2 FOR DETAIL) =33.78 ARCHITECTURAL SERVICE I=24.67(OUTj R o t2"RCP �� -� �" 5519 \ 3 8"CLDI COUPLING \/+� y y i t -64" 4,t 8 OO W (17P APPROXIMATELY 460t LF Qf CONNECT TO 'Y " Q \ C 1,,•) PLANS) m 8"C Y m c.� ? SMH i ti/ W / 1 R r., '1 T - R=31 AS G � @= 8 BUS SECONDARY ELECTR EXISTING 8"CLAY SEWER MAIN NEW FIRE DEPARTMENT EXISTING -- i r c, TO BE REMOVED AND CONTINU N SEE UP WATERMAIN ¢8"-33.75° B"CLDI W1lTERMAIN 1"► � IpA, A=23.08 A-63 SERVICE(CONCRETE t~4 1-4"SCH 40 PVC CONNECTION(SEE ARCHITECTURAL PLANS @=22.83 ENCASED}FOR DET Co TELEPHONE SERVICE DISPOSED OFFSITE ARCHITECTURAL PLANS 517 < APPROXIMATE LOCATION c \ S•FORM£R i FOR DETAILS} B'C.1.GREASE WASTE OF EXISTING WATER MAIN \ 8"-33.75'BEND C C=22.73 • SEE DWG.ES•1. � � D O (COCKEYE ENCASED) SMH-?(NEWS GUY m / . . FOR DETAILS SEE TO BE INSTALLED OVER A-62 / 46.9 EXISTING FIRE DEPARTMENT 15 LF;5=0.020 q -•-• � g. � / ARCHITECTURAL PLANS EXISTING EWER MAIN CONNECTION TO BE REMOVED. 1=25.22(AT SLOG) p a SMH I a CB \� C-4 \ R-31.90 (FOR REMOVAL DETAILS,SEE R=32,02 m R=31.39 �\ 3 A< i A-61 G� (7)6"DIA•METAL g CO 09.2 2 4"SCH 40 PVC.PRIMARY 1=22.0(SiYHi 1) ARCHITECTURAL PLANS) Y TYPE YC"COPPER A=25.87 Q ¢,INV=28.64 p` 9 \ BOLLARDS Y� o o , ELECTRIC SERVICE 1=22.0(EX.SMH) DOMESTIC WATER I B=25.77 qC \ \\ r / APPROXIMATE LOCATION OF ( (CONCRETE ENCASED) 1-21.9(OUT) SERVICE C=25.67 \ \ / YELLOW COVER ' 'a , S EXISTING GAS MAIN.CONTRACTOR TO RB 31.02 EXISTING VERIFY SIZE AND LOCATION IN FIELD EXISTING SMH I EXISTING GAS METER AND ❑ ELECTRIC METER a TO REMAIN EXISTING FIRE DEPARTMENT -60 1 TO REMAIN , CONNECTION TO PROTE BOLLARDS TO REMAIN. p > A=28.27 EXISTING GAS METER AND BOL A-59 / C"� 8=26.52 0 TO REMAIN.CONTRACTOR TO CT DURING CONSTRUCTION R=31.57 \\ C-6 / ( KOHL'S CONTRACTOR TO PROTECT CONTRACTOR TO PROTECT Q / EXISTING ELECTRIC DURING CONSTRUCTION � FFE=35.45 DURING CONSTRUCTION UP !/� 8"-45°SEND \ f TRANSFORMER TO A=28.t 2 S \ LIMIT OF WORK BE REMOVED EXISTING FIRE DEPARTMENT CONNECTION PROPOSED MARKET BASKET B=28.67 ya FOR CONTINUATION O SECONDARY ELECTRIC TO REMAIN.CONTRACTOR TO PROTECT , M\ C=28.22 92 947 SF* �2 DURING CONSTRUCTION ( q D=28.07 If () I \ V TRANS FO M£R � �TELEFIHONE SERVICE SEE SERVICE{CONCRETE _ , k Z N ( f rt ARCHITECTURAL PLANS ENCASED)SEE KOHL'S EXISTING STAIRS FF $S.SO a h TJ MAXX ( C-7 / SECONDARY ARCHITECTURAL PLANS) (TO REMAIN) I ( 26,198 SF I A-5 , / I ( ERVIOCE CtNdCRETEIC SEEEE KOHL'S ARCHITECTURAL PLANS CONTINUATION OF TELEPHONE SERVICE I U a i ° FFE=35.44 �I I) I C-81 bI vl OF WORK f f 3 / o ( I EXISTING t STORY3MASONRY 058 SFt STEEL BUILDING Q k IL r h CONTINUATION SEE PROPOSED KOHL'S ' II o N h ( C-9 I vc h ARCHITECTURAL PLANS Q ^ II v 1 / M 41 322 SFt ( I �"� ti� h o \ �gm = Q ( VACANT SPACE#2 I ' , I o " { II m s I a� �w�N A FF=35.50 I Z�� S o s ln I ~- m❑N^�'1 I I �W 4i2cn 2cn`n 2�r II (NEW) �� WW ��W N O^W\ �O� \ �h 2V { 17,629 SFt MARKET ` I � '� 2 a I II �I Ln p� 1 c En�w I I z� I BASKET t I `I x I ��� N 3 FFE=35.50 ( li I� I) ( ; C-JtC-t7 8"-56.25'BEND \\ * e t a53 xi r •. 3 � ... TEE �: / / 8"-33.75•BEND 8 k8 k6"TEE 8"-45'BEND 8"GV �` ) A 52 ' vPqL ;- -f W CLDI WATERMAIN 1 w o , � � t k �• f s s.. s• I C-14 A, NEW HYDRANT GATE VALVE COVER 22.5°BEND P 3a HYDRANT TO HE SET TO FINISH GRADE 8" 's 1. "' 1 HYD-1 8"GV 8'CLDI WATERMAIN o` \ t 87.9' \ t z ! f W W W 8'x8"xe"TEE 8"-33.75°BEND NEW HYDRANT f TEE A- I! 8"-22.5°BEND 8"GV \ p t / a CLDI WATERMAIN HYD 3 , ! W W W W W W w 6"Gv W+�•--W W W -49 1 CAP WITH THRUST BLOCK. 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O 8 i \\ -6 % � f / U i O pI5 �' -8 R=30.73 D-7 / CE.---_--- \, ; ,� r I 881 EAST STREET DIS�R ZONE �i/ / '� SGC i / DM 'STREAM FLOW �/ 6-9 8-50 D-5D-6 TEWKSBURY, MA01876 O / l ,Typ) 8-to 12" RCP D-4 / 25�%' ��� \ \ �R l"' R= 5.80 1=27.10 RFA-13 RFA-12 2 \11 A ND% C-� i ' �� 8-49 D-3 100 CB D-2 PROJECT NAME: / RFA-14 �� i RFA-1 t\ �L$ \?ty s1 \ NP \ P � �-_ _ -� NS 12" CMP // ♦ \ o. ` O EXISTING _ ' GRASS / HIQRETENTKON� + �� NO BUILD ZONE '� � 8-47 i-29.70 / D-1 RFA-10 \\OAS �b ` SWALE AREA x a r ' E i \� mG �' \SEDIMENT a / i ��--- Z� N` B-t3 B,1?..@ �� �Q NORTH FORE BAY k� aStUR i-e'- 8-45 1 �,,-� ` f� A-16 �x X----x-_ x_ - �" 5"° B-1>� 8-43.&- B-� T� TM� . ANDOVER MALE RFA-9\ \gy i WET BASIN-1 NS - 4 / __ \\ - _ ��� �/ ,j E V / NORTH ANDOVER 17 j 1 \\ -►r } / 1 iSEDIMENT7 B-t5 8-42- �t�'' 26 - \ WET BASIN-?// t FOREBAY '' NS� 8-16 8-4t./� to T 11 ifi 8 \ RFA-7 `i ':'r::;: If / j It P 8-17 -e-�" a-J I' , �o� o / \ \\f C-17 Y $ SEAL: ` \ :: r::.• :. 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FIRE HYDRANT N m ; r' f NORTM FRENCH DRAIN(PROP.) 0 SPR FIRE DEPT.CONNECTION W Y \° ti L ENGE BOX � UTILITY POLE �F 8-56 4'X L RT ` ! t�titi �G ems,\ ❑ - tPMIR / W WATER LINE / 22a k8-55 B-58 CULVERT o y D-9 RFA-J• �5 4� �>, '2p� �,S G GAS LINE O P/V POST INDICATOR VALVE 5% - s 8-57 � UTILITY PLAN ELECTRIC LINE { G� BRiC I ?On, • BOLLARD i alli�0 E x ' / ohw OVERHEAD WIRES ION LINE B-54 R_3 cIIMIT OF WORK o� n GM GAS METER -/�p-8 G E ` a 0 100 WETLAND p) n EM ELECTRIC METER S PERENNIAL Z a I / O1IE / CB _ BUFFER �yP) rah / EDGE OF WETLANDS M STREAM FLOW Z i (� DOUBLE CATCH BASIN SMH D-T DRAWING NUMBER: i ' ` �t� R=33.79 ,� LIMIT OF WORK R=30.73 _ 6 7 1j0 6 SITE LIGHT POLE R FLARED END INSET Cm3 50 ° 40 0 20 40 8o ORD ROOF DRAIN D-6 m�• I 260 WINTHROP AVENUE 3 � �SMH SEWER MANHOLE a ®DMH DRAIN MANHOLE SCALE: 1'=40' E O PARCEL ID: 026-0007-000 T ENTRANCE D-5 PROJECT NUMBER: ( / o NIF / Q CB CATCH BASIN At WETLAND AREA D-4 17070 a GLOBAL COMPANIES, LLC GRAPHIC SCALE IN FEET / Copyright®2023 by R.J.O'Connell&Associates,Inc. 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O" n o �i a AGGREGATE)TYPE C tt w w FF 35.50 SIDEWALK CONSTRUCTION. (TY ) CONTRACTOR TO PROTECT va u ;o M e o ry»a w� wow (NEW) I ���. PAINTED STOP BAR � O w Q N"a FOR SIDEWALK DETAILS SEE II DURING CONSTRUCTION II 2 k II 2 I fl k 12 2 w n Q n ( 2 v u I DWG.1-DSM REALTY BICYCLE RACK u O w = w ti o q AND LETTERING(TYP.) FENCE MOON END CHAIN o h a v°� e^ 7 629 SFt MARKET I EXISTING ADA g II I) \ I I v M \ LINK FENCE n u ro o w ei �� � � R1 8(BOLLARD MOUNT} 4'x5'CONCRETE LANDING O EXISTING"NS" 3 o w I *�w I v z BASKET ' ACCESStBLE RAMP II 2 ' CENTER BOLLARD 3'OFF 2 r° (EXPOSED AGGREGATE)TYPE G z " RELocATKON 3 0 ¢ 3 FF£=35.50 PERMANENT RELOCATION OF EDGE OF CANOPY R1.8(BOLLARD MOUNT) EDGE OF ) TO REMAIN ( V WADE PAINTED CROSSWALK{TYP•) II EDGE OF SIDEWALK I 'SIGN . x w N " BEHND FACE U a M w ( I I MVRTA BUS CANOPY AND CENTER BOLLARD TOFF CANOPY(TYP. II'' R1-8 BOLLARO MOUNT). OF CURB a R1-1(BOLLARD MOUNT) I EXISTING ADA ACCESSIBLE I BENCHES.CONTRACTOR TO NEW ADA ACCESSIBLE EDGE OF SIDEWALK NEW ADA ACCESSIBLE H ' 2T WIDE PAINTED CENTER BOLLARD TOFF II PROXIMATE LIt FS OF EXI>�TING EXISTING ADA RAMP CROSSWALK(TYP.) EDGE OF SIDEWALK RAMP TO REMAIN RESET BENCHES AND CANOPY RAMP{EXPOSED TO RE N CENTER BOLLARD TUFF I ARCHITECTURAL RAMP(EXPOSED CONCRETE SIDEWALK TO REMAIN CONCRETE ADA RAMP. ' .. + I NEW ADA ACCESSIBLE AGGREGATE) EDGE SIDEWALK R1 8(BOLLARD MOUNT) EXISTING STOREFRONT CANOPY RAMP(EXPOSED I BICYCLE RACK GRANITE CURB(TYP.) AGGREGATE) '(EXPOSED AGGREGATE)TYPE G o 0 0 _ LIMIT OF " ��� '' � �' ��. APPROXIMA�"E11MITS�EJCISTING CENTER fiOILARD 3`OFF 70 REMAIN.CONTRACTOR TO DECORATIVE AGGREGATE) s NOT TO EXCEED 1 V:12H BENCH PAINTED EDGE OF SIDEWALK RED BOX EDGE OF CANOPY WORK CONCRETE N>EWIALK O REMAIN PROTECT DURING CONSTRUCTION LAMP POST(TYP.} ( ARCHITECTURAL ai•'""*r " EXISTING SIGN TO REMAIN _ DHiECT10NAL I NEW CONCRETE I GRANITE CURB(TYP.) 33f.0 CAROUSEL .' . ARROWS- (TYP.) r a+ . SIDEWALK / 1 END VERTICAL GRANITE ._� .'.. .:. , .,.. .,�.., §tD 2 r....• .• CURB INSTALLATION �..'- x-S _ _ , .... .:.:.:. . .GDN U=1f'A t{ •, ,t. ,. PLANTER .. .. . r.... PLANTER +. .. . . ., a , ..L .. a :. .. •� .—/. - HYD- ,.. ,• r . ... �•. , TREE WELL ,. .. . .' :.�,. = • i• �� ' •�.- 8 LF RAMPED SIDEWALK r. POSEDa GATE T TO .g S z. TYPE G.SLOPE NQ EXCEED 1V.t2H r- � 9RZ Ri i _I' ,.. OUTDOOR SALES h. _ tom: ZA 1 7 p ..... �.,. �. PAINTED STOP ,. .. .: x . ., .ter_�€ . Y "'TREE WELL 4.5R 4.5 _ ,.':. �_ �. ,.... , v ;;,�`.-. 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Oo" 00 -_ _ . k . p . ',c 2 QPG I 2 BIN A 43 A . . %�" A-37 -. i :'.O A . / / ' o P A-42 2 BN . . A-38 1" I . i ,.... Qo 0 A,., c R 3 ARH TER �� UFF% B 2 A-41 E-7 �_ < ( # ONT 0 ZONE I �0 8 't 3BN '`.. E-10 F G ' "JO VERFR FFE 0 z BN V� T� e `\ z QPG 1 AR I 1 AR ��, RI REA gU Q, E/ o B_3 �_ `' A-4o \\ E 2 E-9 ___ @ _ IPAR-N A I� \ A A � _ // i B 56 ,- E 3 - B H / 3 AR ---'�� I i/ 3 UA -oa B 55 ✓" \ \ E-8 �s [q Oo' 1 AR i A �'Ni �� B 5...... B 4 i ,! y -. D Z� >= o e57 \ i ✓_1 t 4AR �I�i - � I / i �.... Oo�'. 3 BN / gi B 5........ .. E-4 �......7 ....... 2 UA . / 2 QPG �� _ ✓� /, ,....t 5�, /' B 54 - - D B E 7 / /•, ......... .� B-52 :. / i B <)I�� Z� � E-5 / / - :, NQ i -6 i / ,3 BN % 2 QPG B 51 B53.11 D-7 5p .2 \ i 2 QPG j. B-8 /� 1 QPG / , i CE ZONE \ /: ;._,� %�,., SOD LINED AN__--- `, F / D , / _ DRAINAGE SWALE D-6 O �- / 3 AR "1 % lT��� 0 e-9 / 25' N 2 QPG ' 2 UA 2 QPG 2 QPG D-5 i ��I�Fv; _.� 8-70� J RFA-13 RFA-12 �... 2AABt l� ��IL j� % -0' D-4 i/ A \�� _ ` > _ 8 4. / � D 3 i/ RFA-14 Go`, 1 BN SEDIMENT C / // D-2 �. �J A' '0 2 AAB ` FOREBAY � 2 UA p� B 48 RFA 11 a.. i ,. �� \ � 3 NS 8-11 i v� `, , i - - Q i/ RFA 15 . 3 AL 3 AL / ---� �: __ - ,�� B 47 D-1 �I�L I II­ "A 10 �� „', ' a cS 2 SEDIMENT 1 QPG .. B 46 0' 0 20 40 80 Feet O IP _ �y2 '� .\ FOREBAY - 2 QPG - 8-12 - 6_- 1 BN O�x \ \ � --- I_ 8-13 3 AR �� _ ., A-16 O �O� * < - � �- - P'.li W�p . . � - _ r' North Andover Mall B 4/" 4 /; T T A B 43 �.. 1,V � Bi-E RFA-s \�_ `�O� F`- WET BASIN 1 V . . ,_ �s� �\ _ A e APR Winthro Ave. Route 114 17 \ �� IP \ i _ F- 4 ' i •, �; � � r� Seed Mixtures: North Andover MA V `; :.• _� _ 1 AAB /3 AAB 1 BN '1�BN i...... LJ 16 $G 1 i�,II�r,\�­\���,I�1,"-\,E,�I,"I�I/"�1I'�,1 1I 7,,_I",_�.'�,."-',.'1\_.,,-"I"I I�l�,I'1_j-\,"I_1II�\1,�fII-I,'1_\I,,<",1R94-II­%��,1 I7�'"""�4""��,,@ 1.,IX\_j;,�,"��,�X ,­1-1Z1,�,,.�4,�I�,��_�-I-II/3\,I\\�-I-�"I/.I,"I.w_'.I_I_..I--� RFA 7 1 :' 1r :. / WET BASI 2 / o 2� _, :: ... _ / 1. w / B-'7 R` �� SNLO ,� AREAS INDICATED AS"WET BASIN"OR"SEDIMENT FOREBAY"ARE TO No Re�Islo^ Date APP,a '; .... L..' '4 ..., NO t ,. '2 AAB n 3 _ ?� _,. i Misc Revisions Per Horsley Written % -.. ......,..... 1�' � i i bb �`. 7....:.'. " LD i BE SEEDED WITH NEW ENGLAND EROSION CONTROL/RESTORATION 26/2024 / :• I -D / - 8 �� � ��� Comment Letter dated 1/16/24 / 1BN x - pU MIX FOR DETENTION PONDS AND MOIST AREAS,AS MANUFACTURED RFA-6 / i:'. : .::' ,,,, Y i .ti-. _ '� -- - . � I 2 Revised Wetland Delineation at A-41&E-11 2/12/2024 2 AAB AAB /' BY NEW ENGLAND WETLAND PLANTS, NC.AMHERST,MA(413) -1� II 25' NO p 1 BIN }--- i - l i3 20 " /3 ._ � 548-8000,www.NEWP.com,OR AN APPROVED EQUAL.APPLY IN --- I -I _-- /S JRB/1 A e-27 .O Ti- I--- -� NCE ZONE 4AR B 35' ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. ' _ 8-22 _ ,. of �k 1:B N 8 33. B 34...: � _ ----- RFA-5 B 1 12 B-7 71 O B 110 \\ O.......... 0 _ b> - GB 1os __ _ 1 B 32` .� PLANT SCHEDULE B 1 12 _- ` _„ ,,,, 'B 7 08 I - , / B 25 B 31 a 8-114 B 102 0 B�104 Il 27.... ..,..0' u,,.. v 8-101 8-103 B 105 °, 1 B 30 DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME SIZE �� G-4 B 106' 1, I B 26�� i _ _ 17' G-1 .... G _ / ""' � AR 38 Acer rubrum Red Sunsef Red Sunset Maple 2 1/2-3"CAL. Issuedfor Date e 107 / n Fant y eman M p e B 29 � AF 26 Acer x freemanii 'Autum as ' Autumn Fantasy® Fre a I 2 1/2 3"CAL. v RFA 4 G - I B h S 1 023 o B-100' '' ,�' ' 25' q/0 D - 1 t ' , - BN 31 Betula nigra Heritage Heritage River irc 10-12 HT./Multi- tem Technical Review < ; _ /STURBANCE ZONE n, ��.. a� \ B-28 NS 6 Nyssa sylvatica Black Tupelo Black Tupelo 2 1/2-3"GAL. COn1lYllttee SU b1T1155t1On N RFA 3 ,_i_ .. ' " QP 3 Quercus palustrisGreenpillar Greenpillar Pin Oak 2 1/2-3"CAL. /_ Not for Construction 1 i � UAG 95 Ulmus americana 'Princeton' Princeton American Elm 2 1/2-3 CAL. - _ /� RFA 2 I f - - __ \ A _ N.. V- ' . "'• ORNAMENTAL TREES QTY BOTANICAL NAME COMMON NAME SIZE ' ;, , �',A , , AL 6 Amelanchier laevis Allegheny Serviceberry 2 2 1/2"CAL. �,, _' ; 1 - x" o RFA 1 � � ARH . / �. 6 Amelanchier x grandiflora Robin Hill' Robin Hill Serviceberry 2 2 1/2"CAL � AAB 15 Amelanchier ndiflora Autumn Brilliance Autumn Brilliance a Servicebe 4 5 H ulti stem _0 , a , x gra APPI rry T./M a I . , �, o / J // �' SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE ," AU 42 Act B #1 CONT z -_ - Cleth a aln fol a�Hummingbird� 'Humm n bird Summersweet 5 GAL./2 3 HT. 6 ' 100' WETLAND BU FER ( _ z / �� CSIH 175 Cornus sericea'Isanti' Red Twig Dogwood 7 GAL./2 3'HT. � � \, �+ IGS 123 Ilex labra Shamrock Shamrock Inkber 2-3'HT. �' �0 �E `' PERENNIALS QTY BOTANICAL NAME COMMON NAME SIZE SPACING g ry Dra ingNonber a 5p Z� IGB 230 Ilex glabra'Gem Box' Gem Box Inkberry Holly 2-2 1/2 HT. ,'�,Ilriltrtlter it rn Q `,, " ASB 447 Allium x Summer Beauty flowering onion #2 CONT. 24"o.c. IVJ 5 Ilex verticillata Tim Dandy Jim Dandy Winterberry 2-3 HT. �.�,N ��` 0*�'F ,, " ��� 260 W/NTHROP Al/ENU ' ALS 897 Aster laevis Smooth Blue Aster #1 CONT. 15"o.c. � � b '• ''� N 8 i IVR 168 Ilex verticillata Red Sprite Red Sprite Winterberry 7 GAL./2 3 HT. ,� ,>(,Ps / PARCEL lD: 026-0007-DOb % DP 984 Dennstaedtia punctilobula Hay-scented Fern #1 CONT. 18"o.c. PLC 79 Physocarpus opulifolius'Podaras 3'TM Lemon Candy Dwarf Ninebark 2-3'HT. .�r e 0 N `, GSNH 140 Geranium sanguineum'NH Purple Bloody Cranesbill #1 CONT. 18"o.c. ��; :F- NIF � IVB 729 Iris versicolor Blue Fla Iris #1 CONT. 15"o.c. , raa. 9 ORNAMENTAL GRASSES QTY BOTANICAL NAME COMMON NAME SIZE SPACING `N / GLOBAL COMPANIES, LLC i LS 2,667 Lobelia si hilitica Great Blue Lobelia #1 CONT. 12"o.c. a®® ,; p DCG 480 Deschampsia cespitosa'Goldtau' Gold Dew Tufted Hair Grass #2 CONT. 24'o.c. a:� "` / LP 319 Lupinus perennis Wild Blue Lupine #1 CONT. 18"o.c. EC 225 Elymus canadensis Canada Wild Rye #2 CONT. 30"o.c. '®xe ' 1540 `� sheet or R / `, PLS 331 Perovskia atriplicifolia Little Spire Little Spire Russian Sage #3 CONT. 30' o.c. PVS 339 Panicum virgatum Shenandoah Shenandoah Switch Grass #3 CONT. 24"o.c. >Bsj t MD ,,`\` SNC 606 Salvia nemorosa'Caradonna' Cardonna Perennial Salvia #1 CONT. 24"o.c. 4 ;; ��' 1 / \ MAG NAIL PVC 575 Panicum virgatum'Cheyenne Sky' Cheyenne Sky Switch Grass #2 CONT. 30"o.c. tll�� �%2024 _0 1 / FND SD 1,718 Symphyotrichum prenanthoides Zigzag Aster #1 CONT. 12"o.c. SS2 640 Schizachyrium scoparium Little Bluestem Grass #2 CONT. 24"o.c. LL i NProject Number taa o 17070 \\vhb\gbl\proj\Wat TS\l6116.00 DSM North And over\cad\Id\Planset\16116 Landscape Plan.dwg x SEE INSET FOR CONTINUATION I I r p BUS A 53 II 14 PVG VIZC, M TA US STOP � �ti`.t' ` 56 SPV 00 I , E� A 52 - - _ g -E g a _g �. o }moo o• ,� ate` t I A E f - . LOAM&SEED P zliT FF /.. � _ _ - / r2l PVC 30 SS2 32 SP — _ 101 Walnut Street ` � � LANE i _ � ` a 14 PVC / 34 SP 33 SP 7 AU 7 AU � PO Box 9151 53 LS 67 LS 8 SNC - 33 SS2 -- - Watertown, MA 02471 x 10 SNC 48 SP 34 SP ................... 34 i . : 51sP z,PVC SP 617.924.1770 / 139 LS,._.... 21 PVC 30 SS2 7 AU... 21 PVC 9 P 7 AU 30 SS2 / AU - 51 SP 7 AU % { 0 AU 7 AU 3 7 AU ...... ti 7 3 SP LS 9 PLS _ 33 SP A 49 / IRRIGATION SLEEVE(TYP) 46 SP-- 12 III �I PLC--' 3- IN - it ll 481VB — ------ -- �� ------------=---------------- 48 1VB--- lil VC 7 PVC I / 33 PV5 \ \ \ \\ 7 P \ I �( i G III U \ I D Z o 65 L5 21 DCG I-f _ \ -48` z i FL�O - 18 DC 54 LS �� 25 DP 18 DP o o —————— �---------� — ---- ��D 13 EC I ———————————————— -- -------------- ---------------- ---------------- • _ -. F� A , — - — _ _ �� _ - 11 PLS o l 0 16 PLS 18 ASB ZONE25 SNC 17 IGB — r it •• \��\�`� t 47 II x 32 SNC / \ �1 IVB l l 3 20 0 IV *. 12 PVC 19 DP it 11 DP II 0 153 SP l l y°I l l MULCH(TYP) I � , 13 AU l 74 LS 102 LS 16 IGB 46 l 41 ALS r l � a � \ 29 PVC \ 30 ASB �\ MULCH(TYP) 11 C51 25 552 32 SS2 35 DCG r 19 SS2 r 3 3 22 SS2 • . r ll '� MULCH(TYP) - r� l 13 IVR— + �r `l + + i 7 PVC 5 PVC A 45 I /�. 102 LS + 0 l �!/ - 5 GSNH GSNH 6)1 ZA 12 ALS I 1 IVJ \ 20 DP I .• ll l -5 GSNH o 5 GSNH A-43 29IVB l 13 EC 57SP S ND FILTER DRAINAGE P T 17 ALS � 15 DP ll l 36 IVB 59 SP 3, 24" i IA. & DEPTH (TYP.) 6 ASB � 11 ASB ll l 22 DP , A !�N LU 9 LP � r�� 23 PVC 2 ` as 18 SNC PLS 13 PLS 27 DCG 20 DCG �.` 13 LP V _ A-43 \ \ 21 IGB o \ 14DP \ • = 15 PLS \\ \ \\ 20 DCG \ \ 27 DCG 10 PLS- 17 ALS - �, ` 10 ASB 76SP l� i _ I 7 ASB 15 SNC �. 5 SP ; 22 DP ll Ill 14 DP 9 PLC r 6 r • 34 DP ll OUTER r l 27IVB i / 7 36 IVB ^ • K 16 DCG 14 LP OI\ � ZONE i t I' \ ll / E-10 / \ MULCH \11 ASB ��r 26 SS2 CH(TYP) RIVE �� R� ER / \ 24 SNC 200 E 2 r / E_g, ` 35 DP 75 LS 102 LS AR A�% / \ \ 13 LP 102 SP 11 ASB r / E 3 \ r / 6 '�', I • _ �r r� b, 46 SNC �22 DP 25 SS2 x' Ip`w E-� �, ` 32 SS2 fi 85 ALS \ 12 ASB\ 14 PVC L ,4PVC -. � r r r 25 EC ` 18 ALS . _. I ---- -- - :: E-4 / A ; • 11 ASB .... 9 AU e a - II 78 LS 44 ALS y v i 10 AU ,t x I I \ E 7 i • 18 DP �� / 24 DCG 10 ASB `_ ` 91GB / ` I x 51 ALS 14 ALS 22 SNC I I \ g` 87 LS I �� E-6 8 ASB IRRIGATION (TYP)• IRR SLEEVE TYP • 31 EC v r 29 SNC ` v r ` _ �• 14 PVCZONE 16 DP 23 ALS I LS 14 PVC ��� rr ` 16 SNC ASB 54 LS I 8 I 65 u 13 ASB 56 SP' =- 18 DP-- ----- I �: �� ✓ • z� ��� 44 IVB 25 DP / x/ �I RFA-12 10A5B33 ALS BuF \ 16 DCG l l l 22 DP 38 ALS "D/ 27 DP ` \ 23 LP ll 17 ALS 24 DP�� / 25 DP 0 10 20 40 Feet lll� 491VB 12 IGS ll -/ \ I \ • 25 DP / \ O \ \ 7 CSI l 111 9 ASB 12 ASB 13 ASB SEDIMENT x LOAM&SEED(TYP) ✓ \ `\ \\ 0 • North Andover Mail RFA-11 + FOREBAY \ \ O 8 CSI + + c / — tAve. (Route 11�. .. + _ ....... • . , . Winthrop Av . (Ro 4) O � 5 CAH 1a SNC LP 11 LP North Andover. MA r� r ® \ - a � _ SB 8 IVR • 5 I _ / 12 LP 10 LP 9 AS x GS'. _ 7 A �/ + 24 DCG 25 SNC B INSET �:. -70 � �� \ �� �• + 5 CAH 14 SNC No- Reason Date npp�e. 10 IVR •' + + + \ + + ---. - Misc Revisions Per Horsle Written 1/26/2024 I y \ 10 IGS + + + +\ 10 IVR 4 CAH SEDIMENT comment Letter dated v e/z4 + + ; , + +\ 8 IVR \ + 6 CSI 5 IGS FOREBAY - - - _ / z Revised wetland Delineation at A-41&E- 2/12/2024 \Y 7 CSI 3 CAH ��� �,• - 8 IGS _ 3 CAH 6 IVR x •x x 6 IGS SHRUBS, GRASSES & PERENNIALS - PLANT LIST \ �`� A 8 CAH �.= ++ v 1 3 cs; i /� \ •� �� A V IVR-r / + + �\ i A / ��• • + + • x 3 SHRUBS BOTANICAL NAME COMMON NAME O \ r + + <\ i� WET BASIN 1 \ {' •• / ' • " k � �, AU Arctostaphylos uva ursi Bearberry /i \ + { C� a � m CAH Clethra alnifolia'Hummingbird' 'Hummingbird'Summersweet �� — 8 IVR + + ++ + 6 CSI _— — • •• f ,- \\ \ CSI Cornus sericea Isanti' Red Twig Dogwood ——— c ea ror Date IGS Ilex Iabra Shamrock' Shamrock Inkberr �� ut 11 IVR —————— g y \ a 4 5 CAH 9 IGS :• �/ 8 IVR 7 CSI - f ti 10/24/2023 o IGB Ilex glabra'Gem Box' Gem Box Inkberry Holly Technical Review N + + 8IGS + / N IVJ Ilex vertiallata Jim Dandy Jim Dandy Wmterberry l + . + • / 6 CAH 3 CAH ISStlon IVR Ilex verticillata'Red Sprite' Red Sprite Winterberry I ;, • ,'} + / 8 CAH WET BASIN 2 / 3 IGS - •• PLC Ph socar us o ulifolius'Podaras 3 TM Lemon Candy Dwarf Ninebark RFA-7 • Committee Subm Y P p Y '• •• 4 CSI / ;. Not for Construction R + / ORNAMENTAL GRASSES BOTANICAL NAME COMMON NAMEv y y _ �0 / / 7IVRShrub_ �i� __--- + + • x Planting Plan DCG Descham sia ces itosa'Goldtau' Gold Dew Tufted Hair Grass / m \ ' — i + x 5 IGS o P P ;. — _ D / _ 7 CAH + + B 78 o EC Elymus canadensis Canada Wild Rye /� _ _11 IGS 6 CSI — — _ 8IGS + + x/7 IVR / E PVS Panicum virgatum'Shenandoah' Shenandoah Switch Grass v PVC Panicum virgatum 'Cheyenne Sky' Cheyenne Sky Switch Grass RFA-6 r ::• : .':• /4 IVR B 37. R g' 1 o SS2 Schizachyrium scoparium Little Bluestem Grass I , \ I 25 _ 8CAH— B _19. ----- --- w PERENNIALS BOTANICAL NAME COMMON NAME I - N0 \ , x 9 IGS B-2o _ �/S _ 1 a ASB Allium x'Summer Beauty' flowering onion II --- � } / x B-21 ALS Aster laevis Smooth Blue Aster I -- E J B 35 - ��& \ • 0 Drauhng Nan,der S / DP Dennstaedtia unctilobula Ha scented Fern �r �� = 8-22 �itin�rrraie a P Hay-scented + rn GSNH Geranium san umeum NH Purple' Blood Cranesbill - """ •• - =- -rrt=7%�' - -'' '-- `' �O �S M 9 p Y i ar -23 B-34 ���r��.......,�� IVB Iris versicolor Blue Fla Iris 1 N g •-.;.; _ . i ,ram`` '! ' ,-.irk,._;=.,�: '- B 33 : ': `a`� '� •� LS Lobelia siphilitica Great Blue Lobelia RFA-5 � B-1 12 �B-1 1 7..., B 110 LP Lu inus erennis Wild Blue Lupine ` - H P p P \ r � B 32 �r�aa� 'Q- • hb PLS Perovskia atriplicifolia Little Spire Little Spire Russian Sage o ' B 709 I r SNC Salvia nemorosa'Caradonna' Cardonna Perennial Salvia B_112 ; i 1 B 108 SP Symphyotrichum prenanthoides Zigzag Aster / B-25.... B 37 '.��¢•, 4�,; �: Sheet or � ' .. 0.... - -8 102.... OB-114 B 104 , I .... 2 4 8 30 024 -0 8 03... B 105 B-707 G 4 - - p B-26 G-1 B 106 / > ....3. / / 17070 er -11 Project N b - \\vhb\gbI\prof\Wat-TS\16116.00 DSM North Andover\tad\Id\Planset\16116 Landscape Plan.dwg it E _ n _ , s . r o , s - _s 33 P 21 RVC U 7 - AU , - - 23 7 A 13 AU 9 FL 15 552 s Au - - - - E ss2 7 A 13 AU 24 PLS 2i PVC 7AU 7 'AU U 21 RVC- C, - <- 17$P -- 7AU - \ - - \ Walnut Street 25 IGB \ PC} Box 9151 ti\ 9 CSI 35 LS Watertown, MA 42A�71 20 PVC 18 DCG 617.924.1770 21 PVC 13 AU 24 PLS 13 AU ! 21 DCG r : 20 7 AU 7 AU 8 AU tr S« 23 PVC \L _. \ --- - n j 13 PLS 17 PLS \ V — — _ — — — — — f ' 4i GSNH �- A i 7AU ,.---_,-�--- _ --� - ------------ - A -.. •s`�' --_,-- - -- -- 6&IVB ��� �" 19 DPI 12 DP MULCH(TYP) 32 PVS > 9 CSI ,�. `f 31 IVB77, 24IVB 33 ALS �� V `'d .` IRRIGATION SLEEVE(TYP) 13 EC ;, 24 DP =�10 ASB `40 IVB 9 EC 18 DCG -- ---21 QCG -1 Ivi ' ---- ------ --- 12 IVR �-� - �i .' 35 PVS71 - k --------=---------------- 75 LS 102 LS / 104 SP 12 PLS , L$ _ LP , - 17 PLSASB 12 LP 49$P 3 i. &SEE (T ) , 3 LOAM D YP 22 S$2 �A 28IGB o 18$S2 21 DCG t 32 SP \\ 1 19 DP- 19 IVB B 127 LS 9 ES 3i IVB �= 18 GSNH _o_ _ 11 LP \�\ _ ' : � �ti � �m 20 GSN \��\ k - 15 DP 12 PLS 23 PV 10 EC --.L ` - 26 DP 28 ALS . 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'"� � CAH Clethra alnifolia'Hummingbird' 'Hummingbird'Summersweet CSI Cornus serrcea Isanti Red TwigDogwood 9 6 � �yAwA\\vw�A�V��y��A� I Ilex bra Gem Box Gem Bo be ISSUed Date 01j 2216 IGS Ilex glabra Shamrock Shamrock Inkberry . i GB x gla x Ink berry Holly IVJ Ilex verticillata'Jim Dandy' Jim Dandy Winterberry Technical Review 1O/24/2023 - - _ N�� IVR Ilex verticillata`Red Sprite' Red Sprite Winterberry Committee SubmisstlOn a* / PLC Physocarpus opulifolius'Podaras 3'TM Lemon Candy Dwarf Ninebark Not for Construction ORNAMENTAL GRASSES BOTANICAL NAME COMMON NAME -- _ - s c i sa Goldtau ad air Grass � J DCG Deschampsia cespito � Gold Dew Tufted Hair s O - - _ � , EC Elymu anadensis Canada Wild Rye - �/ PVS Panicum virgatum'Shenandoah' Shenandoah Switch Grass PVC Panicum virgatum'Cheyenne Sky' Cheyenne Sky Switch Grass i Ssr2 Schiaachyrium scoparium Little Bluestern Grass o a _ E PERENNIALS BOTANICAL NAME COMMON NAM z ASB Allium x'$ummer Beauty' flowering onion ALS Aster iaevis Smooth Blue Aster <. � DP Dennstaedtia punctilabula Hay-scented Fern _ GSN Geranium sanguineum'NH Purple Blood Cranesbill Drawing Number �� H y a IVB Iris versicolor Blue Fla Iris �titxststtrexfrrr _ LS Lobelia siphilitica Great Blue Lobelia r LP Lupinus perennis Wild Blue Lupine PLS Perovskia atriplicifolia'Little Spire Little Spire Russian Sage _ SNC Salvia nemorosa'Caradonna Cardonna Perennial Salvia N e. a hip, SR Symphyotrichum prenanthoides Zigzag Aster •�� —- f r e Sheet of 3 4 a % " r216�12024 Project Number /' 17070 u S2 —HARDWOOD STAKES OR DEADMEN(TYP.) > —TREE PIT HARDWOOD STAKES s - ROOTBALL or OR DEADMEN �TREE TIE TREE PIT FOOTBALL �' i —Y INCH DIAMETER BLACK PLAN -TRUNK REINFORCED RUBBER HOSE NYLON TREE TIE WEBBING GUY WIRE {LOOSELY TIED) - GUY WIRE-SEE GUYING SCHEDULE __ 101 Walnut Street PAINT TOP 6°OF STAKES ORANGE OR REFLECTIVE RED TAPE PO BOX 9151 PLANTING ROOT FLARE SHALL BE SET 2" �. ' - 2"X2"X8'HARDWOOD STAKE� � Watertown, MA 02471 TRANSITION SLOPE ABOVE THE ESTABLISHED� �A � - -- � FINISHED GRADE �- �� � (2 STAKES PER TREE) 617.924.1770 PLAN - (PLACE WITHIN 6"OF ROOTBALL) TREE SHALL BE SET PLUMB, AFTER SETTLEMENT 3"PINE BARK MULCH,DO NOT PLACE MULCH WITHIN 3"OF TRUNK. TRUNK FLARE SHALL BE COMPLETELY EXPOSED,SET - SLOPE TO FORM 3"HIGH SAUCER, 2"ABOVE THE ESTABLISHED 3'MULCH CIRCLE FINISH GRADE -3"BARK MULCH, 3' DO NOT PLACE MULCH 2"X2"HARDWOOD STAKE OR DEADMEN LOCATE TWO OF THE THREE GUYS ON WITHIN 3"OF TRUNK THE UPHILL SIDE OF THE TREE. -SLOPE TO FORM T 3"HIGH SAUCER 3" 'PLANT BACKFILL MIXTURE. SEE NOTES BELOW TRANSITION SLOPE;SEE PLANS --�-- wJ FOR MATERIALS PLANT BACKFILL MIXTURE �. SEE NOTES BELOW $ UNTIE AND CUT AWAY BURLAP UNTIE AND CUT AWAY BURLAP F� 1 4"LOAM AND FROM Y,OF ROOTBALL(MIN.); SEED OR SOD IF SYNTHETIC WRAP IS USED, FROM)/3 OF ROOTBALL(MIN,); t i - REMOVE COMPLETELY IF SYNTHETIC WRAP IS USED, DESIGN SLOPE - �� �y 001 REMOVE COMPLETELY. _ 4Y ,"' =` `----SIT ROOTBALL ON EXISTING SIT ROOTBALL ON SCARIFIED EXISTING COMMON FILL -- e UNDISTURBED SOIL OR ON UNDISTURBED SOIL OR ON �� COMPACTED SUBGRADE COMPACTED SUBGRADE r= SAND FILTER AT MINIMUM 3' SAND FILTER AT MINIMUM 3' DIAMETER AND 18"DEPTH HOLE-THREE TIMES ROOTBALL DIAMETER DIAMETER AND 18"DEPTH AND GENTLY COMPACTED - _ AND GENTLY COMPACTED WITH SLOPED SIDES Tree Planting o 1 5/17 re Planting (For Trees Under " Caliper) 9/21 N.T.S. Source:VHB LD_605d N.T.S. Source:VHB LD_602 -HARDWOOD STAKES OR DEADMEN(TYP.) -TREE PIT - ROOTBALL --TREE TIE EXCAVATE SHRUB BED TO TOP OF ROOTBALL 1 INCH PLANT SPACING REQUIRED DEPTH AND BACKFILL ABOVE FINISH GRADE WITH SPECIFIED SOIL MIX.SOIL PLANT SPACING("A'") ROW SPACING(""B") "A° MIX SHALL BE CONTINUOUS PLAN TRUNK 6 IN O C 5 IN O.C. WITHIN EACH SHRUB BED ---- --NYLON TREE TIE WEBBING 8 IN.O.C. 7 IN.Q.C. SLOPE TO FORM SAUCER {LOOSELY TIED} I l 10 IN.O.C. 8Y2 IN.O_C. 3"PINE BARK MULCH --PAINT TOP 6"OF STAKES ORANGE Q OR REFLECTIVE RED TAPE 12 fN.Q.C. 10Y2 IN.O.C. DO NOT COVER STEMS OR TRUNK - 15 IN.O.C. 13 fN.O.C. 60° 77, :4 (2 STAKES PER ROOD STAKE 18 1N.O.C. 16 IN.O.C. _ (PLACE WITHIN 6"'OF ROOTBALL) 24 IN.O.C. 21 IN,O.C. _ 30 IN,O.C. 26 IN.O.C. , `." . v .; �; � � -TRUNK FLARE SHALL BE 36 IN.O.C. 30 IN.O.C. COMPLETELY EXPOSED,SET 2"ABOVE ESTABLISHED 48 IN.O.C. 42 IN.O.C. `� r` FINISHED GRADE i 54 IN,Q.C. 48 fN.O.C. 60 IN.Q.C. 54 IN.O.C. -3"PINE BARK MULCH, a DO NOT PLACE MULCH O p N WITHIN 3'"OF TRUNK. �2 ---- - �� PLANT BACKFILL MIXTURE. 4 SEE NOTES BELOW L a 4a} 3„ —2"MULCH —SLOPE TO FORM 3"HIGH SAUCER -SIT ROOTBALL ON EXISTING HOLE UNDISTURBED SOIL OR ON FINISH GRADE (THREE TIMES FOOTBALL DIA. COMPACTED SUBGRADE WITH SLOPED SIDES) SAND FILTER AT MINIMUM 3'DIAMETER AND 18"DEPTH AND GENTLY COMPACTED. - UNTIE AND CUT AWAY BURLAP SAND FILTER PITS SHALL BE LOCATED A FROM Y OF FOOTBALL(MIN.); PLANTING SOIL - \ MINIMUM OF 10'ON CENTER. Y \ CONTINUOUS IN BED srt # fi - IF SYNTHETIC WRAP IS USED, SEE NOTES —UNTIE AND ROLL BACK BURLAP \ REMOVE COMPLETELY. FROM Y3(MIN. OF ROOTBALL; s t. , } \SIT FOOTBALL ON IF SYNTHETIC WRAP IS USED, EXISTING UNDISTURBED SOIL \\ NOTES REMOVE COMPLETELY. OR ON UNCOMPACTED SUBGRADE �—UNDISTURBED B 1. LOOSEN ROOTS AT THE OUTER EDGE SAND FILTER AT MINIMUM 3' COMPACTED SUBGRADE OF ROOTBALL OF CONTAINER DIAMETER AND 18"DEPTH GROWN SHRUBS. HOLE THREE TIMES ROOTBALL DIAMETER AND GENTLY COMPACTED WITH SLOPED SIDES Perennial Ornamental Grass Planting 1/16 r e Planting 1/16 lti Tree Planting 9/21 North Andover Mail {Route 114� N.T.S. Source:VHB LD_618 N.T.S. Source:VHB LD_601 N.T.S. Source:VHB LD_606 North Winthropop Ave.Av . (Route No. Revision Date ARP'%d� Misc Revisions Per Horsley Written Comment Letter dated tIt E/24 1r2612Q24 Plant Back Fill Soil Mixture Notes Irrigation Notes Planting Notes 1. PLANT BACK FILL MIXTURE:ALL PLANTING BEDS MUST BE OVER 1. CONTRACTOR SHALL PROVIDE COMPLETE IRRIGATION SYSTEM 1. ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED AS SHOWN ON THE 7. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BY LANDSCAPE EXCATED TO A MINIMUM OF 24"DEPTH AND MIXED WITH A DESIGN AND INSTALLATION FOR PLANTINGS AND LAWN AREAS. v 30%-50%(OR 1:3 MIN.RATIO)QUALITY AGED COMPOST.ONE PART PLANS FOR FIELD REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT ARCHITECT AND APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE. NEW IRRIGATION SHALL TIE INTO EXISTING SITE IRRIGATION PRIOR TO INSTALLATION. = AGED COMPOST TO 2 PARTS EXISTING SOIL, SYSTEM.DESIGN SHALL BE CERTIFIED BY A PROFESSIONAL 8. ALL PLANT MATERIALS INSTALLED SHALL MEET THE SPECIFICATIONS OF THE LANDSCAPE ARCHITECT,ENGINEER,OR CERTIFIED IRRIGATION LOCATIONS O ALL BELOW GRADE AND ABOVE "AMERICAN STANDARDS FOR NURSERY STOCK"BY THE AMERICAN 2, CONTRACTOR SHALL VERIFYLOC O 5 F E O 2. EXCAVATE DRAINAGE PITS AT 10'ON CENTER FILLED WITH DESIGNER.DESIGN PLANS SHALL BE SUBMITTED TO OWNER'S GROUND UTILITIES AND NOTIFY OWNERS REPRESENTATIVE OF CONFLICTS. ASSOCIATION OF NURSERYMEN AND CONTRACT DOCUMENTS. a MASONRY SAND OR APPROVED EQUAL AND LIGHTLY COMPACTED, REPRESENTATIVE FOR APPROVAL. ate \ m CONTRACTOR TO STAKE DRAINAGE PITS PRIOR TO INSTALLATION Issued for Date v TO BE CONFIRMED BY THE ENGINEER OR LANDSCAPE ARCHITECT. 3. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND 9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING 10/24/2023 2. CONTRACTOR AND IRRIGATION DESIGNER SHALL MEET WITH CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. DATE OF FINAL ACCEPTANCE. TechnicalReview OWNER TO REVIEW EXISTING IRRIGATION HEAD MODELS,EXISTING CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY CONFLICT. N 3. 3.REFER TO PLANS FOR DRAINAGE PIT LOCATIONS WITH PARKING CONTROLLER AND WATER SUPPLY,AND SHALL INCLUDE 10. AREAS DESIGNATED"LOAM&SEED"SHALL RECEIVE MINIMUM 6"OF LOAM Committee Sllb1111SS$It}ri LOT ISLANDS. CONTROLLER EXPANSION MODULES OR OTHER ADJUSTMENTS TO 4, A 3-INCH DEEP MULCH PER SPECIFICATION SHALL BE INSTALLED UNDER ALL AND SPECIFIED SEED MIX.LAWNS OVER 2:1 SLOPE SHALL BE PROTECTED Not for Construction EXISTING SYSTEM,IF REQUIRED,IN HIS BID. TREES AND SHRUBS,AND IN ALL PLANTING BEDS,UNLESS OTHERWISE WITH EROSION CONTROL FABRIC. INDICATED ON THE PLANS,OR AS DIRECTED BY OWNER'S REPRESENTATIVE. ® _ 3. CONTRACTOR SHALL PROVIDE ALL MATERIALS,LABOR,AND 11. ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACT DOCUMENTS " # EQUIPMENT FOR THE COMPLETE INSTALLATION OF THE IRRIGATION 5. ALL TREES SHALL BE BALLED AND BURLAPPED,UNLESS OTHERWISE NOTED IN SHALL BE LOAM AND SEEDED OR MULCHED AS DIRECTED BY OWNER'S es SYSTEM, THE DRAWINGS OR SPECIFICATION,OR APPROVED BY THE OWNER'S REPRESENTATIVE. O 2 4. CONTRACTOR SHALL PROVIDE DRAWINGS,MATERIAL REPRESENTATIVE. o SPECIFICATIONS, SCHEMATICS,AND OTHER LITERATURE AS MAY BE 12. THIS PLAN 1S INTENDED FOR PLANTING PURPOSES.REFER TO SITE J CIVIL REQUIRED,FOR ALL CONDUIT, ,AND OTHER LITE ,VALVES, 6. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS GRAPHICALLY SHOWN DRAWINGS FOR ALL OTHER SITE CONSTRUCTION INFORMATION, ON THE PLAN.THIS NUMBER SHALL TAKE PRECEDENCE IN CASE OF ANY SPRINKLER HEADS,CONNECTORS,WIRING,RAIN GAUGE,ETC.TO DISCREPANCY BETWEEN QUANTITIES SHOWN ON THE PLANT LIST AND ON THE OWNER'S CONSTRUCTION MANAGER FOR APPROVAL PRIOR THE PLAN. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN TO INSTALLATION. THE NUMBER OF PLANTS SHOWN ON THE PLANT LIST AND PLANT LABELS Drawing Number a PRIOR TO BIDDING. g4tttttstratrttr 5. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE GENERAL �sNiNN rrrs CONTRACTOR AND SUB CONTRACTORS, Zia 0 6. SITE CONTRACTOR SHALL PROVIDE 4"SCHEDULE 40 PVC SLEEVES o UNDER PAVEMENT TO PROVIDE ACCESS FOR IRRIGATION LINES TO � > N ALL IRRIGATED AREAS. _, > Sheet of taat12024 g w _0 Project Number Q1 17070 i { NOTES AG.. €a.TO GRADE WITH EWE .- MANHOLES AND ALL COMPONENT PARTS Shy BE O. SIZE { BRICK SET IN FJ .'�MORTAR BED STRENGTH AND CONFIGURATION AS SHOWN EXCEPT-HAT OR PRECAST CONCRETE RINGS MAX { I OF SLABS MAYBE SUBS SUBSTIT UT Q OR ECCENTRIC CONE 'o co SECTIONS. tiANi'OI ES SEdn L n#n AN ASS CBE-. .xF REINFORCED.PR CAS CONCRETE BASE RISER SP ,IONS / 1 PER A- :R C4 A OR IVIONOLIT HICALLY CA N P-A E � REINFORCED CONCRETE. APPROVED VANHOi E CA H AS IN FRAME ORATESTRUCTURESHALL BE DESIGNED AND CONSTRUCTED RUCTED 4(HE t 0 DUTI Y3 MEET OR EXCEED H2O GAPING AND PREVv-F LEAKAGE IN �-.P 3 r ANC R 3'89' EXCESS S O- ONE 0 s GALLON PER DAY PER VERTICAL FOOT ANGERa-E A FM _ 3 ER"ICAI GRANITE CURB BY\ ENA€I FOUNDRY OR ,���� �` L j ENGINEER APPROVED EQUAL €OOD SHALL BE REMOVABLE FROIM INSIDE OF CATCH BASIN 4FT HIGH BLACK 4FT HIGH-BLACK 3 KIAT k ALS AND METHOD F 1NSTALLAT fON ETC-SHALL - `- iNY RIP-RAPB STONE VINYL COATED E # 4 CONFORM . .E' v--, P`-ANDIOR t°)Gi.`vEE :;F tN_hK.SNCF- >. A, z.NK€Ev -z QE,A.,, icN I STANuAr:t..ANQ .ONE:. �� �:' '`�"' �..'-i,'• : visas m2ssG'u;E=r_L;2,4 -N 'CE ' xIN aT, SRECIFiCA- RIP-RAP ONE `l €= # fi& . - . massDOT f G CATCH BASIN DIAMETER EG*FOR DOUBLE GRAEXBIVG RIP-RAP P Lr,AY - o . ; 00 RIP-RAP SPILLWAY E_. "nIN BtORE`C TION E_ u PAG-ED Fi .<- E BASIN_-.-.. ,4ET MAS.1 -.._ . 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EXCEED H 2t LOADING. I r{ !! k i ENTRANCE c SHALL BE MAINTAINED IE .:N A CON.T'ON THAT AT PREVENTS TRACKING OF SEDIMENT T NOTE c€ z ONTO PUBLIC v RIGHT-OF-`NAY,r vAl, � }R AvG� DRIVE LIU -' ` 1�LE� OiE FOR YE'BASIN PLANTINGS.BEE {hA'SEy • OVEN GEOTEX-HLE, 2A, WHEN :eENTRANCE PA BECOMESINEFFECTIVE. HE STONE SHALL BE REMOVED WITHT � �' LANDSCAPE PLANS PREPARED By VH ttN OR APPROVED EQUAL CO PACTED SUBGRAQE SECTION TH I-O SOH Ma RA REGRADED,STABILIZED AP THE CONSTRUCTION tSEE SPECIFICATIONS' I! €` Y� j i I# ENTRANCE RECONSTRUCTED __ %T S S_ ,. _ - - -- — — SCALE N S.� t � { € 5� I r I ^COS:POST_VJA f r E I k 3 y i I I ' ATmi;=TOBESETPLUSH ' iWITH -ROUND' OQA LIGHT! i 3 I [ I # f HEAVY L Pf FRAME AND t•-tAv `Fn. ,--Al ..BARON CAT-NO L V 2348-,OR I ENGINEER APPROVED EQUAL A ,_„_�-" "z 3`hG ('vA}; 3 OAK OR HARDWOOD STAKE i � I ? t 9 -x - 3 I SEC-ON A-A -� i tG i RIP RAP S ONE � �. =-3IVC{1 INSIDE QIA. 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S XX§`'-.R CATCH BASIN COVER sLAB TO BE C^S T ' A LE BARRIER NS EDP TINSPECTION REQUIREMENTS ENT AS OU-L€N €N THE � � � In - E WITH x "OPENING`O - � B vRFi `-FIR.POLLUTION- N PREVENTION�!AN:B4i P P.IN ,C BSEN E OF S a-P{= -NSPEC'IONS � z ZE Q SHALL OCCUR WEEKLY ANDAFTERt CH RAINFALL EVENT GREATER THAN ENCHE& � I ACCOMMODATE FRAME AND GRATE. . E C m - ( 3 DAMAGED AbD"OR DECOMPOSED b.A,,Le_SHALL BE REPLACED IMNIEDA __.. � � � >€`L ' ;vaTE, € ? COVER S. :cam tiEt=T OR EXCEED H�2t, # - � : LOAD: G. FOR`.'SET BASIN PLANT 1NGS,SEE � � � � � �' LANDSCAPE PLANS PREPARED BY VHB, I I >; n `` 3 i7117 S Su �m. ._. SCALE.ti f S. �� a- x OAK OR HAR,..>O OD ST KE € f I I CENTER`}F CDS STRUCTURE, I � NOTE CA! j SCREEN AND SJN':P OPENING "�. j AQ:�UST TO GRADE WITH SEWER BRICK MANHOLES AND ALL COMPONENT PARTS SHALL BE OF I 6#, :MAX.) � 6'-0"{Y9AA.;, F+ f c RIP PER AeTL,C32,OrtAQE~mB BET IN€UvL •. ,• _ RIP-RAP STONE RAP ?ONE o STRENGTH I� AS S I `' I - B- A!`it.i3ON€EGRA".vN I-?O4b'" € ; 3 # massDOT M2 U2 3 massDOT M2.92 3-x MORTAR BED OR PRECAST CONCRETE EXCEPT THAT`OR SLABS MAYBE B:1BSTrTLI TFQ FOR ( 6 E RINGS NIAX A Q ST,>EN R - R a F r- ECGS'vTR;G CONE SE. . 'vB- 1;A`v_ZLcs HALL BE AN ( 3 j —SEC DWG,C 2 FOR ASSEMBLY BL O€REINFORCED.P EAST CONCRETE BASE � z� I ;k..;�A.t:AN!-t`iE E€RAt`.�3 O'.' R B?, g "+ PIPE LAYOUT AND 1 RISER "T'n1:®asa AAT`:i .' •„e _:..:: -ALLY. 1 -EXISTING c: - - RISE. SEC. F.N. _ d Gt`-%„>r€t O C - _ - - - _ € u"RC,P FEB -',. _ _ EAsg JORD `� R;)N e'dt.`E2KB CAT.NO, - i INVERT ELFVATlONB ,a'RCP:EB \ '_, =_ -�.n� .:� P APPROVED i� - I - GRADE I _ .---,s -\ _ r) r_3 Kt;x; ^:; CAS--IN-PLACE REIN€+;:RIVED CO,'':..R>=TE. ,<;t RG-:�=1 i ! _ - - . F� A{ @e LA264 000 OR APPROVED.:EQUAL. _ i FOR CDS UN'-S — i MANHOLE STRUCTURE.-.HAU BE DESIGNED AND - f = { € i y _Ou — ° -3ER 1 —, F - ,.,xxP.BTRUGTE>1 TA t„E=T OR EXCEED H2�>,-L'JAQi€:G A:`'.. �' , # i , # 't.-.fix .—\t, ETT RS, i , t n [ 7 �I<E2:�€4 y,?.. a... __.3Eia -E" CC�...;"ti�- �.L PER PREVENT-__„€CAC:E!fu EXCESS w, >�. j G,' ,_.� E^.DAY PER`,'ER..CAL FOOT -E. OO��€ LI DIRECT ON 11 � I ^t - "L,IA. �1 SILTATION FABRIC FIBERGLASS BC:A y t b POLYPROPYLENE CYLINDER A. NLET TOP SLAB ACCESS t V �,L L ((�.:m L ` 'SEE€RAgYt}AND COVER i 0PEN_NN�C 3" �,E:%AT.:�r; ATTACHED TO nF f ( 7 p€ PVC HYDRAULIC SHEAR DETAIL; � ���. '- I � � � # ,l l ._} POSTS I t €'LATE�.' ( ' i '-' i tO M'NF`t4UM TO TOE O€Sr OPE-- . � ' { 2 ;~-. >�O R-N -RUBBER GASKETjOINT I i j E „"1914:i E' MANHOLE I i� 2` t��;��'ze � PER ASTM C443 OR BUT?- RUBBER h �' „A.';x- '4 x# 3OS-NA! I # STR ' TARE i s - `�` g 'F uE JOkN WOVEN POLYPROPYLENE - ' `"' I I F��XIBLE�0. T SEALANT j OAK OR HARDWOOD FAKE I FI=S-1 EEB-2 t f,, # I # {; AS'R GCK.AS;TO h9'Fe€B SILTATION- FABRIC PR EE'ARED BY: A-- ACHED T G'POST, '2"BIOOEORADEABLE RJO'F` 8 Q;a c A 3, GOSAPO�T,'A E p P i i ,IDEA (MIN! ' _ i Ct DIA i Z' EARTHEN SLOPE a PLAN VIEW B-BI ! CO v -R -E FLARED `r .. DIA t 7 c84t EWA - x;:a Rt>G€-c,-;m;E I id A}AATE K `LC H FOR �- ASSOCIATES, 6 _ND SECTION --�, .e ,mot ..=A� -'` >.,_.` �.�. } pe= G. STEPS I BAFk'�....OVERLAt..& � WATTLE f I CIVIL PLANNERS 1 —RIP-RA ONE € i L? C LNU .S is a 80 t," •m ] •;,assQO, Y.2.:�2.3 I .2'O.C- € --�A. ✓m RTGH NON-Sm'RiNK I .IZERIAL �s �"s- �- .�,�" I _._ v� ` OAT. TOR GG O LONE , R .00ONNELI COM - �- jt I € z .-' GROUT;TYP; (NOMINAL) AK OR I TO FINISHED GRADE � I I �. —n-RAF. s 4=3N f:_TER FA_RIC OR I ! v.C HARD'WOOD STAKE ARE PREPARED FOR: f GRAPE s ! APPROVED_ EQUAL i j FLO r`a DIAMETER NOTES, SECTION A A i "' { k RINGS:RISERs - < PIPES UP-0 30" �,:, _ r" 3 ( :v `�.`^ -..},vr- F LAID r A COVERED..€TH ! "FOR 3B"AND 42'r€#=cs I -. IN AREAS WHERE ANCHOR TRENCH C;ANNIr- BE DUG:€AB. IC ILL B__AID Grid SURFACE AND - 1 HVIMMUM DEPTH,OF Sol' FIBERGLASSSEPARAT1Ov r2'* RPIPES _ f i ! -: _ i II ..i j—, v. ¥ �-_:e.L _ `�. �f �'�w"��°.�.,n AN.i -PIPES _ m n: . ;_: _ .MIN.F _h,F>: a "F :n e IL-Al CI CIVO AS MANUFACTURED BY r'iC€t'*{'dl=rtO ENVIRONMENT OR APPROVED c>x,,:"_. CYLINDER x:roC INL_. f. i _ \ v� S��S Y'-F"+'la{4...,12"�iPiS r I f € 12 MIN t r ,,. SILTA:ION�ENG.";C SHALL BE iA.BTALLED IN ACCORDANCE ITH a A_..i �C,RE'S SP PCIF'CATIONS. § B": - i "s'% 'CRUSHED S.OIYE-� -E�`H Q:A-;'-.RE FOR STRAIGHT 1 1_- _ - ( -hONY--WOVEN i THROUGH PIPE, ,A„ ,€R MAY A;_ s 88 t EAST STREET -�;, - _� - i. ^`- „ rntfP ,t,?-r A4•',At:UFAGTU€"cEQ B?`€'.=..TP,EXti B:t`?�'�.€1`�;OR .C':t;E.'.`-_R APPROVED�.�1>AL. _ COMPACTED, _ GEOTEXTIL-E �.-AF; � -. B.ODEGRADE BLE.,,�M OS .,..,.E w # - SECTION - HAVE TO BE INCREASED TO TEWKSBURY, MA 01878 j COMPACTED _-- COMPACTED ( ;4 N OR APPROVED ACCOMMODATE. A�D:..0' � _ _ INLET PIPE - i <I i a'U..,sr-<A;;_ �t`�:z�s�.;SEE B�'Sti.IeEr.`:A`'`:GN^' � ... 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I # .RA AND GRATE R i SCREEN # INORTH �{�}DOV R MAX�i A.�X T,�"c`c NC>-!Stu-t�Tk�?= jj 3�YQ€�! t'cI Y31im:S R € r;a O Q 4 FPVC HYDRAUl IC : r` I � �- r`f € 1 i`� RESTRAINT HEAR PL.. E CORD _ =<a [ k Fa+iL€SECTION HA BE-:EON I - - £ i� REAL -- �' SO'=?SS{GRACE Cs_ C t i` IN EARTH tiR C f t MTh. `f _ '' fit,-�f 3 D I ON _ I t a I ._ IRS CIVIL N;.- `�` fi t L F _ 'WHERE INDICATED3- I BC:.,..,tNT - - - r.�=- Yip � - � OR D:r�E�-EQ �>>;-'�`, � DUMP sr S\NALE _ , . � STRAPS rA( �.`�. CDS UNIT OR ENGINEER I /J j _-�� � r j� {2 EaG�-!) ! - VATION ELF _ AFFEtt)VEL?EQUAL / t::MPACTED - 1""NON€ILL t'G, �- '�i �' '� 1,t � -.I- 4- .. f FREE OF sTGttiTS LARGER RGER € , NO LEDGE OR UNEXCAVATED I ; ` - _ ` _ .T, I H 1 T E MATERIAL SHALL PROJECT DESIGNED By BPD j \\ THAN -uA.3 hA�. IFTS x t '� LL€ `h 5t'�ONQ T}i!L L:Nc j DRAWN IaY` EBI3IJJF'I I r BX A A I_ r O A ILL '<` _ > f t OR INFRA RED OP REVIEWED BY: BRD ti.T.s. € �r WITHIN -'NRIGHT- �s`A`'. .-% `� � i ` i AT i_TO N S DISCRE i IO:S. _/ ,. r�,?-� __ Ilzi -- SCALE. 1"- v` N`LRAL NOTES STRAW WATTLE RE # ttiCF'CA> PER{vld.: ; d ,. yam, .:/ P;, CF+ r RO P A' -A. RIA ESSNOT- rh R ASS 't` F..T cC ,,,; _ ` E^T A{ [SATE 1Q124;`2�23 AO - ,. EXPANSION RESTRAINT S G' s POLYPROPYLENE ,.Ra:r -T- YR k .RF'�,,,Fi;4. _Pa�.>-�ke�'„EiGF,. ,n„��v.iT'u. ,'G:;re u.^tt-`�C€rt siFGk'SEFRFG SFOR _ 4 -. .-.Y-Y BA...WOVEN Eie .. L S.�.� i L°Cn x k(..d. .1� �il Y �Ii.'F_ -v.i +.:v .. 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' T RA t4.A- iM.`,EAR H 1 ER € „ r uR NO VAT R _ ON-`3 BE T - i ,-LIMITS Fri^ I I ELEVATION _ - CASTINGS- - # -*..,,'�'.'> f;,.,•,^.\ _ _FF1':T,..�.K ROCK I CUTLET�P>=F:> +`nT=O ENGINEER";' �-'-'R , xr.,.Fr..-aL.it.`�L_.#iv�€yQ +A.�>?=�ta-tl,ION ..._�.,�C. _n-..:'iFG _ ! _ ; - STRAj=`vv "#_.E uk-i €S DA°pis BE SECURED E uRV'v't`a -Y'€`ri C ONE U�;AQE STAKES QRi�.`Ex; { s�:DISTCR>vEr ?A MATERIAL I .di`f: =,`u ...#.... ::T:-# - L--S+ix VOr �'LEAST' INTO- C `3' '-�`" EXCAVATION NOTES _ HRO GH .. E WATTLE AND PENS T RATING AT'LEAS , I`CHES ?He GROUND.STAKES ,^.•B€ cXt`A'lA .L,'1 e J r REQUIRE �`HvD AR PL AT J _n�PC ON SHE!r BO,:G' Su REEN_,_!NDE=. REMOVE-ND RE;€,ACE S NECESSARY _ � - - - - - _. _XPOSED 3 INCHES IMA-X,ABOVP E TOP O- HE-WATTLE- _ _PIPE INSTALL ,SACK I u,�. 'S v. I DURING MAINTENANCE S.=YC ^�..: -r- 'S SILT B N ACCORDANCE WITH MANUFACTURER INSTRUCT € 70 PROCESSED I 6 CDS S Y C URE S`i.-_BE PRECAST CONCRE; 'ON...P r.?i_TO AS. .k r_4,-a�..,av S=.:-'\�t£v � - �' ' CS er..{y: ^r MA CHIN FR...t.tL€CI_Q'`, .�lG„ TIAy's=€.BER%aP.Q.,a.=i�€iE >'vEE FREE i �A'�1 t` s` + 3 s( - _ I a.> _ �., N P T AN CLEANED._R T -E INSPECTION REQUIREMENTS -€, c^ III I T.. nn3:c -, ='a:tt€'m € �_ .Y{ r - u;LI SACK..nALLLE. S. E�., EQ E` tmuL:R _RTS T:t=>NOTES R F-Ti0.G SHALL CONSIST �AML_ S HIGH DENS.¢. POL E H``=EVE A- of E H _ AGAINST UNDISTURBED FORAGE.THE ie_ : >_#. vL~_ {., SS - AG_N,.I xrtiQ,>-C. _EQE _ i - i , i.cQ,N TFs" P € €3 n PREVENTION PLAN, RPR.IN T,_ F� _�. + , .1. -_ '�:- , .-. , C ..,,.__P,.--- N 1:._v'In_L R� -- - IR. CE`3 A T c AND COtiTA';'.LTsi�'JLc`F i`H: ."".._ - GF? i` ... :BI:Gf2B.� : MATERIAL ;AFC €:.v .�OUT' �» ORi- .^ v .A"Gi F:': I '. :,U_ i _.. , € ABSENCE OF:x S--PPP SACK SHALL BE C:LEARcQ'vvF=•�=�;i Ht cX�AtvSrt;ti I SPECIFIED NG F RE .�,a. �-. -s -_za=Ry, P- -.;;_ € MAX L€. rB -. -R .PF+ .:ram a T�,. i D PR =�,.Pr.,Eti ,SU -tC` t r - =P aLH CAPACITY.G L SF:THE�.��..�,-�€O_c s-,,.0_�..c. I I$' _ REB RAINT WORD _. G``:, ^-A-'F =PLACED=.?v -:...,'€WITH THE E€;C'B TtiGHTLI`;ABuTTf\>.�-He ADJACENT 11ATTLC. _ € NOTE- { IS NO LIO' ��cc .BIBLE : _, - T - ••' 3 1 F LE SHALL LANE r , < R"' I C. '.. N-11 #_. 0 T� O!N -EALANti k l`- NA C R ti S v°.5 AND-CsF TR , .. i� �. I METHODS f:= I �^ an.. .,zO.,_ .,rt_,. -ns�, - :�e_e ,^: ,-:, •-, r s - ,. MAT EPA!S.ANQ HODS OF DRAINING ING NUMBER: N:h i--„J?=1O.RL-.DE. L Ra_F--, NOUiv_ €�.u} €_..?, .7.E --FR, C � Yi...,t,e _ #( T^, S k., F v �- - IN�a ' !ONSHALL A?ONFORM TO RE S-E SILT BAC PER Y')_ANJ€AC URERINSTRUCTIONS,, € CENTERLINES TO MATCH PIPE OPENING CENT ERLINES il NTRA t.R -.K PROPRI g RE V O ASSURE .� S W ER ,C.,. ar_ .. .:A. R G`�vTINE INVERT MINIMUM,, :.IS _B - ' � C=5 y- I SUGGES--D HAI AL_..�..INTS BE!0F; ,sr N.=R.,.-..,E GROi..Lv, - - - _ - __ j ENGINEER NG D DPW RTM NT Fk M e ED r r T=� cv � 'c0 _3 S,AN ARDSANDS,SPECIFICATIONS. ! PROJECT NUMBER _ __ .`.S. AL_-N S I : SCALE N T S, u 1 LL 7070 '" 2023 '.O*Conneii&. sscca:es,Inc, I 1E . _ - f, L. , . S 3 C� � U T i. t 4 Ans i FITTINGS'R rH' C BRICK . rEG ` MOW R APPROVED EQUAL POURED OR HAND Fk n u� .,E Eft vE� "SE C.e, s €D , ee � HALL JEK SFLE EREC-SEAEft GHI tt k BE RESTRA _ T ( : PACKED NON-SHRINK NED d THR S - - UST . . . `�iRl v.G S?R UE iSF_E=AC`CG T'iUSCuEvv} BLOCKS E. T F`E`Ai F;-LE E.Y < 77)�7 ' ! E RECO OR iE REQUREE OF NIANHO E1 �'BLOCKS EE.OEED FCUAL, k i,T=€MAIN � RG.THRUST BLuCK vA' ELARSS�ALL 3E PSA¢L� " TEMPORARYDO `LL ; ; S�THAT THEY BEAR B S. ORTARl - .AGE O€ ~ :aI E_ Sv .,i UaEJ` i €t'�t P E t F i �R FORMEDDiA :N BACK jR MAX,ANGt. AR_S SIZE uY OR .;JheG3<s= Lu b' ( BLOCKS AS NOTED BELOW.DOUBLEF B. ?EK OPENING SPACE -s AR iIII! � IE!II - - - - II tAI'L€ :6 A NT -- P€(� �:cES SS 5.MIg ;F NA, ST. ys iPE 57����'r GE THRUST�4yCc REF Ry>_ER_f F �r a F F, MA d. E > I CONCRETE HALL BE 4,000 es& - : , FLEXIBLE LEX F SLEEVE *E 'STAI Ea -�r� CONC.THRUST BLOCK(G=E` .MINIMUM BEARING AREA Na -S 'tDIKING GRTAz i'k _i A P OR APPEI rnRAIN MANHOLES)FLAG ROCK BASED ON 4t B,SF !TYP) W ` LOCK-JOINT FLEXIBLE MANHOLE SLEEVE i0@ EQUAL) CONIC THRUST B O'K AL' Svli BEARING UTILITY PLAPT; . FAC - UTs PLAN p:}� PRESSURE WITH A'. SAFETY S rER?AdT� :S iNY ' SE N �NSEE SE, f 11 1 i I i PIP U.A MIN-MUM OF'S GUBIGYARD 'N ?DE ; `........ I i ' s• S - BRICK INVERT&(,HANNEL - `- ,{R:-_" vF,�;�NGRF I E a.UST BE USED E FACE OF _ {t 1 APvODiLE[:AlL4 € I c `� .�.. __, I - .z� FOR THRUST T BLOCKS � � MAN�':GL.E �-'i �� - E ( t..3S.;.- J ���- ! i�,, tcMAIN BACK F it cENt�L GL,A,9, i i A E i [ FIL v R- ! LA ST ONE OR CRUSHECA ELEVATION ra r € nAND LE THOD ^_+ C-ONC.E i E THRUS'BLOCK(C . aENGINEERING _ PLAN SIDE INLET e,. 4K-.. SECTION _�, ;.TE.._ u DE ( ist PI -•.��� � t DEPARTMENT C- -UA RS. _ NOTES:Ea: y. " 3 . - : - . VERTICAL. . v = BEND - . 4ER- ,..p -RUBBER-LIKE z. PGI[�?c;ET{OIR�FTA N:.�.cONLY �A OIN'S 5rrcaBEG;" A S AF?R GRGTtC 8 A L /d KRs" COUPLINGS, cTA� ESS ;U 2"E , [p.C. <?ENT UnE EIS,BENDS.ET G SHALL BE STEEL._AMR SY THE ENGINEER FOR�OF N#A ;ON SEE + MANHOLES AND ALLCOMPONENT PARTS SAv BE OF Si?`,STRENGTH AND CONFIGURATION AS Yd"Tv EXCEPT HAT P1 DTURA PLANS, .vON,SHRiNKIN'MORTAR SHA LONLY BE USED,N-HERE AREHITEiS BE AN ASSEMBLY v DUCTILE R h PER f.A TOP SLABS MAYBE SUBSTITUTED FOR E 4EvFMIi n"NE SEGTIG "' 3 ' L e BEvD2 `BENDRIPEDIA I T_ES.1-AP(HYD ; BENDI r 2E-BEND DEPARTMENT SPE�IFICA:,ONS . EC1F3Cx :ti APPROVED� T� ENGINEER, I REINFORCED.PRECAST CONCRETE BASE RISER SECTIONS PER C- >OR MONOLITHICALI Y GAS: Iti PLAGE cA Y aSs3�,p t { iAE {AL S_I REINFORCED C NETt. APPROVED MANHOLE STRUCTURE SHALL B DESIGNED AND CON_ITRiGTE T GSEFT OR .; N ME,E�-OF " LA ALL 2 TG By�?rORE§ti ENGINEERING DePAREEd Y < a ; I . _ ,E , ` ER TO DP: YEX^EED H 201 CARING AND BEELN` EAKAs� EY�ma`,_nkc:<7 GALLON DER DAY PER EOMT OFKOR-N-SEAL v,Sy7 aLc=`tEGR E AL a � 2 EAST J�RDS? IRON WORKS TrE_� AND THE PIPE MAN6FlAC HRED'S SPEi _A :IONS G BE FS ,4OR^A• `O MANHOLF 111 ..OA E - APPROVED FvUAL.TG iSE4,ER vAvF3_ES WORKS-YPE LK €A G O � APPROVED EQUAL-TO BE BE BROUGHT TO FINISHED GRADE 3 2, MAN TEES To BE STEEL tRE!NFORCED CC PLYMER.POLY-PROPL`' ENE PLASTIC,GO-- ORIM NG O AST`§DaA:j1- I 3 is ,S � .4 3 A� ��.�_ �` - € s3 j I BROUGHT TO F NISHED GRADE i STEE_REINFORCINGSHALL BE A DEF OR.--E.. .,1*ROD,GRADE 60,AST.i A. ALIGN STEPS tv TH MANHOLE aO.PEN'Ni�- £ ( ! z4., ,8 i 2u I ,» 5 i A I 5c" 23 32 s i I _ ; I 3. MATERIALS AND METHODS OF INSTALLATION TO MEET OR EXCEED L PA DPW MUNICIPAL'S DP 7?EC-FICAT=O.IS, s �I'r E € i I3 .�•�- .- _-- ._._.. ` ' • __.'-,. ` - -1, K O R � SE IN I 3 =ULL }OR AR € PRECAST CONC.RING 4 J:T`P- Ii I _SOLID CONIC fitkice iaEiu INSIDE 7 ,.Ts. SCALE:N.TS. SCALE:tv S. e ,JINSIDE _ A E G fi MORTAR SEAL T_YP, B'xG"PVC TEE Rea4tv € € I = r cI e"C SEWERT _ ! 6„P; STP FROM F I BUILDING WATER HT I . tFLEXIBLE,RUBBER s s` g' PRECAS CONCRETE SLEEVE PIPE y WAVER -GaI €!SE_vER't:,-iR3rlv>`E(SEE I CONNECTION n-'P [ n; �—'.S.PIPE SUPPORT = Ci€s� Fvt. O!dt .,E: ( E �Id JOINT_ YpA ' A.L —, NOTE:INVERT TO BE RED `s STRAP r __ SSE Rvt�,_ - Y �y P.1 i CLAY BRICK LA'S'� -_.�v:� _ *a. PITCHAS STRETCHER. PRECAST< ' -. TODEA€N? TRUC-:. 3 PERFOOT I - "rONvRe`E Y ._, s _ TABLE TO BE RED"LAY I E -.-� f BRICK LAID FLAT 2•3 PIPE i� ;`EitE€„ # t I AN Ik k DRAINAGE F,, € �! M RAF'140N RLTE E I € _, k { E _„�i - COMPACTED SUBGRADE `� SECTION FABRIC ] % j I I BE."siEBACK=OROU�-<D 3 .1 NOTES NOTE STRUCTURE RUC T UR;TO BE MODEL GT. a v0.MANUFACTURED UTED BY ROTONC &SONS.NC OR APPROVED EQUALNOTES :EMATERIAI S.METHOD Or INSTALLATION SHAL1_CONFORM TO DPW ANDOR . '_oN R E MINIMUM STRENGTH:5000 PSI AT28 DAIS M_REINFORCEMENTMIN t;.ER ?PAI?: SFALL'1EET OR EXCEED FEDERAL SPECIFICATIONS SECTION ENGINE RNGDEPARIMENTSPEGiF STE �ST' Au- MRADE 1F, TT- _115F,TYPE ii.`AST DRYING ALKYD PAINT j �e - U vLC:v-ri A - ` - v1vECFEAt � d y7 �- II SYMBOL S AND BACKGROUND: 3^ TRANSMITTE€`!O ACCESS I 2. ADA SYMBOL:COLO -.:TE.AND B,C KGROUND(COLOR: MINMOUM oj � �"T`' r `�n _IQ'J. LEVEL # BLUE,TO-.Ec.E,vE TV510(21 COATS OF PAtN E ONSTRUCTION IOI TIS .SEALED WI DOUBLE ROVV R U'I Y L RUBBER OR EQU A>EN I z [ i - I € :r €DEMO -ONCR '- CvtrFE'cc-l'-{EN USING ACCESS RISERS WITH-"'.-i COVERS � }- t PLAN ; VENT T� I�D_� R,Lu g �rE _ k LIGHT OLE BASE �L— C^ EIPOLESGREATER F jj o � H 0 I ! ! LU i - PAINTED DOUBLE-r i nCSTRIKE ��' � MAX TRENCH,WID H PIPE O.D.g 2 FT. MkX TR€NCH 'V-,.t H-PPE O.D.4 2 FT. j WHERE, nt ( t IN FTLu ( AE4 < `:; eEC'ION -i A-.F S`E: ION -A F SEG ION � Lu FF'ti.a}ED GRADE ( t -PAVEMENT N�SECTION IN BART, N .K t € N_AR w € HOCK i I i BASE COURSES' (SEE E-AI -.. - I k PLACE SHEETING LACE SHEETINGT 4 K�c° 3Gti,TE a t E [ I INDICATERD O-R DIR_C D — I ( OR DIRECTED PAVEMENT SECTION ,R gt; € WARNING TAPE �_ IS E,.-- E TA:ve 1AdakE >v 'F- I .TRENCH AND BAC-KF;.._ AM € i u�I �Z t GRANULAR FIL =n k- I i -?, _ �,yi-;�`rft. � t° -�.,-.s.}LAk..�L..'Ec.'ie�ASREOuIR�>B. '.�``;t I AC, �. =RI`Y t?AViNC-u�,„SDICrIC}' of ` v 4 ;� jf i CON_ _ '` , v "�,�`, r, -, w; .rye _ _ (,.1l�+. ORATE'B.^ERu:,, G:OMPA ED -�/,.•' of w COMMON FILL OR EXCAJA B-E ?FcEC=ARID BY } ([ N4:LEDGE OR UNEXCAb'ATED EL0WABLE F-LL MATERIAL ERiAL --xLL PROJECT NO LEDGE OR.`<lttiEX`GARjOfCONNELL 'v.-t?'ED BEYOND S L PROTEC T S l f z BE, -';T?":.S UNE k _-._ L ! # € ,� � -` — 1 `-✓ -1 1 �_ 1A€OSC 3r?tS LINE AVATION LIMITS _ PIPE i r-€6E aIPEt t'`.y R3FE & ASSOCIATES, . _ ,s N, f R3 l _ ^ T FOR CIVIL ENGINEERS,SURVEYORS&LAND PLANNERS € (NORMAL EXCA`-`A'ON � �'� 'fir�, '"', LIMITS FOR ROCK c e Z `_,= •%. _.., d E a E`GE._ .E --j S NEHA A�,z.L_ € 4- fir, =. EXCAVATION "�° _ E .8 279,01 _ .:OCG",de_-uO, Y PREPARED FOR: N STURBED = � �...''.,. \�`•, �-� UNDISTURBED MATERIA_ LIMITS SAiDBE 'E 'PE 33 ROCK EXC u:ATiON 4 1 xiASSD - M 1.004.0,TYPE.A t NOTES: GRAVEL PPE ( I .. ....-E .EDLET € DSM REALTY °fl r2MATERIALS- .AND 3E,NC+D"` .-.,,-u. NOTE. N`u i ES. i C r AL A ON FI UST M TOR XCE� THE METHODS fN T, t a TO MEET $81 EAST T EET N" ITY S WATER.EPARTP,E d ,�.STRiCT'S ! ! ! SPECIFICATIONS,_ EXCEED ;� IT TFR = f TEWKSBURY, MA 61676 PAINT SHAIL MEET OR EXCEED FEGERA SPECIFICATIONS ° ! DEPAR TIVIENT AND PIPE MANUFACT><.RER-S ; 5„ ----PE I EY.ST D Yf N ALKYL`PANT. ! � ' - - i SPECIFICATIONS. I(( 2, MAIN.Ai A -NIMU OF 'O€-COVER OVER ! 2. PAVE. E.I F ARR;.NGS TO rt ._.i'c'O i2;COA S OF PA'4, THE-GP F xL_',f:A R LINES I .,m t I - - - - - - - PROJECT NAME: i ! `•<. L �: S,.-ice_ R -_. - - _ j SC .S.- S _ N S I I 3 1-0'MI DO :NIOTES2tG`MAX ANDUVER MALL - - v -; - � :N i # s MEET U � ,p BASE r T. H0_E NORTH ANDOVER A &ONE SSE ER NOZZI E €. HYDRANT A BE ER CAF AF ING B S4B . RIGHT! IOPEN RIGHT!_=OR ENGINEER APPROVED EQUAL # U­I-L RUBBER O-RiNG PER rLf _., uh AST 44,S T IN RE,���s SEAL; - --- E DOUBLE ROW OF _5 ROAD APPROVED PRF n NIED S : € xiP-:cu = UTY R SIN - N Ta"0 F S:c„P BAR 3 S n SEALA PER AS.,'. F e I , A iL`.. _ IN VjS F S D AT A t 1 N C F,v C990:ASrrT.,I 9_8 B DUNE)_ f - ` ((( h 3 F e I tL ( 1 :ED FLANGE NISHEL GRADE.. � ( I E'�T No 411 05 � t ' aTc O-RING , kY _T ; L HRuS -C_._ F, - C.) K NOTE REQUIRE:. c BOX - P. � � it A-It- 01 I I' O NOT BLOCK i , �DO NOT :E BASE OF-VALIE BOX ON VALVE NOTES iJ_SIG E��Y: �P�"i z z'; HYDRANT DRAIN' AFE � AT. . vPRO .. .,� .EM €_ DI - V F , BY: H e _F � -Ta=a ,4 77 �: c;: : f ,•' _- a' ->7..--" r� 4.. .EC HORIZONTAL JOINT BETS'+E€N PRECAST CONCRETE"fiAti3-t€.L€=SECTIONS SHALL BE OF A TYPE APPROVED BY THE I REVIEWED {{ ((�� pp a'G' 2 `^` „ -..} d zN .. IRO .GGL ND €; JOINTS _ H A BRUBBER R � DO ?4E��E Y�{E6J�Y: 6X�D € j .�, ENGINEER IN SHALL BE ADS:WATERTIGHT SiF. BUTYL P,U.� �R a`}R- °C€E€R5 i C ;3 C€�A .T=3:.E Rc`;*r'QF . "PAsti i tC .. .,,...,A:-.,�. �, i + -m,#_ _ BUTYL RESIN..,OIN-SEALANT IN ROPE FORM Gc''..PaEm;F MING TO A-AStT.`t�9�..B,�STf��9 G990. E SCALE: 9' =40' E i < < ``'gIT_z:4E'=l`c i i IS '�`` _.-.` `r�_>� °t..`tiO.. 1 �.\` € 3 ��Art E ` ALL GASKETS A S ITT x .FAQ. S�4' E s E t - �e v ( ° 2. 4 G E t AND SEALAR= SHALL BE; S, LED IN AGGORCANCE ..r.n A,^L RE ET TER NS>RUC-:ONS ATE: uiG 0 3 3 -_ F' Ill -€ m _ _. m DRA4.a.NG NA E, NOTES <' �`•,`Zi :L- -.' i.EC-R BIT�..;A,"�.T'c`�TYPE TO=`€tiTS THE r`,°'a:U`T OF S,e:;L3:'d I SHALL BE tL.Er-G.'.E..N i FO i°LL,AT LEnST 7„,.,.F THE.:CiNT AEL-,2'PA:N"EDI=INES HALT Bc P ,EO I -- Eta. "' S;� - � :.�-<� - I .N ONE APPLICATION,NO COMBINATION OF i ! �,-' ':3;.` i {A r v PEA --' ,€AT F" .- r'==\ k.MAT-RIA'S AND METHOD^r i€STAI_A ION S.._Ill_CONFORM i tT DPW ANEVOR ENGINEE KING'?cL',�;c?TMENT. N -'T:O c'L'NE NHLBE.ACC ACCEPTED. U IS 2. -A4 U T OE CrROSSt_A Ke HALL BE � ..��'^.:�,�`.,,� � �'�.-�c,�``.:: E `�,�: � �`�t.. ;.BE RiN'G � .l'%\F-%,: 'L7 APPROVED BY THE.ENGINEER PRIOR TO i i L ! ARIER(SEE D%-VG C g: HYDRr Er'E 4. ?, APPLICATION OF PAINT- a. ALL CROSSWALKS NSTA ED eH? - E �,CURBL€NE CONFORMOTHP RELEVANT PRO I ".3..Fc FRLI.. s- € ' OF T HE MASSACHL..RP" S SIGH VAY i-7 - ORE� $ _C.-u=- LF i w DEPARTIM N S TANDARD SPECIFICATION I 1 f FCR;-;IG„�.;-c�.A.A.,�G' B!c; EDG_„ DA rE� _T EEM"__�` a:s.:�S„ >v.�_.:'UA-ION$ DRAWING NUMBER: = n I - 1988 _0 MIN TO Z-0'MAX C=6 PROJECT NUMBER: 0 I i - r C O - - -. Coo-wigN u 2023 c,R.,:. Cc.:gel: Assoda*.es,irc. AI*DIA.GALVANIZER TUBE RAIL R 0 (, ,PAINTED GREEN)�­P.EACH SIDE OF RAMP.SEE DETAH WID VARIES SEE DwG NOTE, CONTINUOUS RADIUS,RADIUS C-4 I WIDTHS VARY,SEE DWG.C-4 SEE PLANSFOR CURB TYPE FOR RADIUS DIMENSIONS Z CURB,RAMPS AND WAI KS A ONG ACCESSIWE ROUTES SHAI L MEET OREXCEED STANDARDS SpT BACK OF SIDEVVAI K F T CCESS BOARD._,22-MR AND OR I H IN THE MASSACHUSETTS ARCH' URAL AC HE AMERICANS 4'WiDE MIN,LANDING DESIGN. WIT H DISAM-1,ISE ACT(ADA,2010 ADA STANDARDS FOR A, I SLOPE MAX IN 4�WIDE 4*-O'�- AT Ai L DIRECTIONS THE MAX.NWIM,ALLOWABLE SIDEVVA�K AND CURB RAMP CROSS SI ORES SHAI 1 BE 2%il% -SILPPE4,10T TO, 3 i 6" 4`WIDE PAINTED Lu MA_)C jERTiCA '2 EXGEED l_,v:l2H' CURB;BOLDING YELLOW S BARITE TRIPE 61 MI G _8", AX 4 MAXtMjM ALLOWABLE RUNNING SLOPE OtZ AN ACCESSIBLE ROUTE EXCLUDING CURB RAMPS. CONCRETE CUR FIN-S- 6*MONOI­, -IG L 12 1 SHALL BE CONCRETE CURB J_ -FIRET'LAKIE H 1 z&I N G v- REVEAL NO __fm IN T HF MAX.MjM ALLOWABLE SLOPE OF AN ACCESSIBLE ROUTE CURB SHALL BE 8% MAIN 6� -FAIN A MINIMUM OF 3'-6'PFET CLEARAT ANY PERMANENT OBSTACLE NACCESSIB PROUTP 6-URB TRANSITION \-4'*WIDE SOL ID YELLOW EDGE'LINE SLOPE NOT TO EXCEEDIVUH D ITY POLES,TREEV�!F­S SIGNSPT� (I.E..HYDRAN a, 4'WiDE PAIN E W DE LETTII ERS YELLOW STI RIPE SEE DWG C-4 TO BE PAIN GRADF BASE 0.1 RAMP TO PREVENT PONDING, FOR' YOUT LA ow MAX, RAMP ANIDTH VARIES SEE DVVIG, I t 8, RAMIP CONST RUCTION SHALL CONFORNA TO TYPICAL SiDEWALK SECTION, SIDEW'ALK PLAN)FLUSH AND�tvlzi, WITH ROADWAY 9, �NHEELCHA;R RAMP SLOPE AND SIDE SLOPES�TRANSITIONSI MUST NOT EXCEED1,12 E85% 2%MAX 0%MIN, MAX M.UIM. PREFERRED �EXPOSED AGGREGAT-C 6'CURB TRANSITION ALL RAMPS SHAII BE CEMENT CONCRETE P/I AGGREGATE SURFACE CONCRETE SURFACE FINISH _O-P_NOT TO GRANITE CURB LANDSCAPE ISLAND �X -ED!V:11-H RAMPS TO"AVE 4­-DIAMETER TUB=FAIL lNSTALLED ON WING RAMPS IPAINTED GREEN! -6�MONO IT 'C L HI 12, RAMP,CURB AND ADJACEN T PAVEMENT SHIALL BE GRADED TO PREVENT PONDING OF WAT ER X CONCRETE CURB REVEAL F�' ,7,=7 ",�7,,Z SCA2 E: 12t A'WIDE_PAIN TEED CAP S�EE�_PIPE POST YELLOW STRIPES BLUE BACKGROUND 24`0 C_ (_�-45-TO Z 1041T H WHITR SYMBOL lYPiCAL SIGN(R7-81 PARKING STAIL AND LE77ERING VAN ACCESSIBLE SIGN(Rl_8Al CADINIUM PLAT ED STEEL BOLTS i OtIT HEX LOCK NUT�_ BLUE BACKGROUND THIS SIGN TYPICAL AT ALL"VAN ACCESSIBLE"PARKING SPACES IbEE DVVl-1 RAMP RAMP 3� C-AFOR LOCATION�; I TRAFFIC 4;S:NGLE YELLOW STRIPE 2"SQUARE GALVANIZED SIGN STEEL POST[PAIN�COLOR TO BE ------ D_42 SE-ECTED By OWNER.ARCHITEC 1) z ------ 4) CURB ROUNDED CONCRE TE CAP B01-11 APD MOUNT ED 2V2"GALVANIZEDST= POST I CORED HOLE HANDICAP S GNS Att DIA,GALVANIZED W""OtATHERPROOF iCOLOR TO MATCH.EXIS-NIG SITE�ONO;T'ONS ORE TUBE STEEL RAIL, CALKiNG IOPO-R-All TO BE (PAINTED GREENI. I SET'LEVEL HANDICAP PARKING VARIES CfIT H RAMP�LENGTHZ SYMBOL iSEF DETAII f FOR D'MENSIONSj BOI LARD V,;�!Tt; �6'DWSTFE PIP SDI-LARD COVER(COI-OR:YELLOW�AS MANUFACTURED BY 1NNOPLAST OR FINISH GRADE BOLLARD ENGINEER APPROVED EQUAL, IMATERM_�VARIES' Pos-I B. NOT ES: 36, 45' SET PLUMB ILI AT MIC-P 1 f2l-5 16' AIT 42;* CONCRETE I ONEIN EVERY 6 ADA ACCESSIBLE ADM'IUM PLATED STEEL BOL S SIDEWALK S,ACES,BUT NOT LESS THAN 1 CONCRETE WITH HEX LOCK NUTS ADA ACOESSIBLE SPACE SHAL_BE SIDEYVALK(ADA DESIGNATED'VAN ACCESSIBLE- 'TRANSITION RAMP NOT E REMAINING ADA ACCESSIBLE I I. 1-N POST '3�1 T REP 1 BOLLARD SHALL BE EMBEDDED A SPACE SHALL BE IDENTIFIED AS SG LH Sl OPE ACCESSIBLE PARKING SPACES �01 URAL GROUND 'RE INT -IBM NAT MINIMUM Or/4` (SEE DWG C-1 FOR LOCATION O'F n DIA cc 4'REINFORICE 2, EMBED BOLLARD IN,0 l8'Xl8"X24" 1 'CAN ACCESSIBi-E SPACES) ;1' SFMENT FIN N 0 E 3 4 DEEP CONCRETE FOOTING I-AST 1 L__ CONCRETE --VAN BELOVII AND INTEGRAL WITH 2� GRADES IN ALL DIRECTIONS SHALL SIDEWALK IS- I SEE TRAFFIC CONTROI SCHEDULEIDO'G,N-1)FOR MOUNTING HEIGHT. CONCRETE SIDE, ALK ITYR'; NOT EXCEED 2% Lu 8t'PROCESSED 0 At �l -ED SIZED GALVANIZED BOOS WITH LOCKWASHERS AND NUTS, 9_0" COMPACTED GRAVEL BASE POST SECTIONS TO BE CON NE ED VNI TH AT ST 2 APPROPR A TELY 3, MEET OR EXCE z 2 L GRAVE! I zi FEDERAL SPECIFICATIONS TT-P-115F.T F) MI 0311 YPE HFAST DRYING SHORT RADIUS ELBOW Ai 3,1300 PSI ZHIGH PA NTED ALKYD PAIN- z uj SEAMSAIVELDS SHALL BE CONCRETE w YFLLOWLE Z GROUND SMOOTH 4 PAVEMENT MARKINGS To RECEIVE 0 TWO E21 OF PAINT > :3 0 0, 1 7 L 77 C A I E: I,,'T S �SCALE: 1-A-E N,`S SCALE:N,T.S. u 0 z t M g-I T SLOPE AND MA ERIAL VARIES ROUNDED CONCRETE CAP �SEE DWG-C-2) EXPANSION JOINT z CONICRETE SIDEWALK SEALANT lGHT CUT-OFF 1NIE W. LED-_UT-OFF ti z VER GRANITE CURB < TYPE LIUMINAIRE z-6'S'EEL PIPE FILLEDWiTH CONCRETE PREFORMED i 12`DOWEL(;r4 DEBAR I f3,000 PSh,VVITH BOLLARD COVER fYELLOW,AS MANUFACTURED BY MEXPANSION j0iNT FINISH GRADE BUILDING RACE FiXEDOBJECT PAVEMEN�ISEE OR INNOP.AST ORENGINEER APPROVED EQUAL CONC SiDE'WA-K I DEIALSII EXPANSION JOINT DETAIL BUILDINGWA- 0 OLE 6" < ER,, wi CHAIM VARIES 4, '1 0- < (SEE DPA3 C-41 BROOM RNISHED GRADE SURFACE TREATMENT 4,000 PSL x cl AIR-ENTRAINE_ 3,,4-,6'0 TYPE GEMENT COMPAC VARIES REV f immNOE611, TOO!ED JOIN i i SUBGRADE GCONCRETE 0 0 NDSCAPED ISLAND MIN,2%MAX Y, 6' PREPARED BY 1% 6' 5%TYR `DOWEL`A4 R ARI VERTICAL 1�2 I BE RJO %-.ONNELL I PAVEMENT (Y'LOAM RITE CURB 12" GRA I ONGAT 2 O,C,fSEE x IET IL'I I X OWP L A INC. & ASSOCIATES, FILL N CIVIL ENGINEERS.SURVEYORS&LAND PLANNERS psil CONCRETE PSP 81)MQIII�VA�E AVENUE,SUITE 2GI 1218D -A V CON TiNUOUS EACH.-SIDE PHON�_ 78'279,]!V-- R-CCONNELL CON Of Vk;M E S H 6 6 ArVI 4 x VV 1 41 t i 24�DIA CONCRET- 8'COMPACTED GRAVEL I A PREP RED FOR: FLAT SHEET CENTER BASE I ENCASFMENT(3.0'0�O PSI) WI,03,!195%OF GRAVEL BASE OR PAVI_-MENT COMPA-TED DEPTH MI 0 D I ­ED PROCTOR RECLAIM MATERIAL[95%OF SUBGRZIDE VALUE' -TOR VALUE� COMPACTED SUBGRADE MODIFIED PROL� NOTES COMPACTED DSM REALTY SUBGRADE GRAM TE CURB SHALL BE SET IN ACCORDANCE WITH MASSDOT S TANDARD SPECIFICATIONS FORHiGHOAVS - I CO'MPACTED GRAVEL BASE D I AN BRIDGES.SECTION 501 AND lN-_LUDE CONFORMIrYF WITH THE LINES AND GRADES SHOWN ON THE PI NS, LA 'M 1 0 3 I`�, 881 EAST STREET PROVIDE EXPANSION IO,N-, AT MIN.20 FT,0,-,WI�H PRE-PORMED EXPANS ON JO;Nl FIl"ER SEALER. STEEL CONDUIT. 2 PROVIDE TOOLED CON-!ROL JOINTS A T 5'O,C SAWCU DEEP, TEWKSBURY. MA 01876 NOTE: NOTES, AITH V8` BOTH SIDES SEE DRAWING C-4 FOR CURB TYPE LOCATIONS, ELBOWS AND RISERS SEE D-VvG,C-6 FOR SIGHTLIGHT POLE 3. PROVIDE BROOM FINISH IN DIRECTION PERRENDiCULAR-0 FOO�lRAF.PI_-fCURBll BASPE DETAIL 4, CEMENT CONCRETE SHALL BE 4,000 PSI-TYPE H, 1, BOLLARDS SHALL BE PLACED iN ACCORDANCE GRAVEL BASE SHALL BE MassDOT TEM NO�M!�03 1 TYPE-11 T - E ADA ACCESS011ITYGIUODR INES A W1,H TH HOF36"SHAILLBE PR'Ov!DED 0 MAINTAIN AN ACCESSIBLE PATH. I MONOI 1THIC CURB ALONG FRONT OF STORE T BE PAINTED YELI OW. MINIMUM Cl EAR'ljV*IDT' 0 I PROIECT NAME, S, ;r 7" Ll E D IN LOCAT ONS - ------- 10- L�, 2� BOLI RDS SHALL BE NET 7' i S N S C AS SHOWN ON DO/I -3 C-4 SCALE:N'T'S. SCALE:0 S, NORTri BOLT OR REBAR REQUIRED EMBEDMENT REQUIRED H04 A N D OVER MANLL VERTICAL GRANITE -111 1 NOSE CURB SOUNDED CONCRETE CAP P-L- t CURSIVGC1 t 1-li2'BITUMINOUS TOP COURSE 1-1 2'BITUMINOUS'TOP COURSE ZRADIUS O"jTSID- E DIAMETER'll', LENGTH DIAMETER fINCHESI �H­NOmES! BITUMINOUS BINDER COURS' �2-'��'��'B'TU.%i!NOUSB'NDER�-OliRC-F 2 NORTH ANDOVER CONCREE_ 13.000 PSI) 18 3-31,8 7`,C 12 4-1 i? 9111 6 VIIAT ED QUALITY SWAL._- PAVEMENT L STONE �k� '44\ /�8*��TEEL PIPE Fil-LED WITH CONIC 5�8 3L4 SIDE SLOPE(31 MIN I TO It 13,000 PSIL WITH BOLLARD COVER -8 Ma�sDOT TEM 314 6-3,41 <> ;'YEL-OW)AS MANUFACTURED By SEAL BE SEE :, I ANCHOR DED yyITH AN M2,02 3---------- INN EROSION CONT RO BOLTS 9 P8 EQUAL SE�D'WX 4,55,3­ 1-3 112"BASE COURSE GRAVEURECLAIMED j 3-1 1-58 ASPHALT 4uz�- BRIANL� 7 0­WIDE CHANNEI CO' RSE GRAVEURECLAIMED SOT M(SEE t ASPHAL T CROSS SECTION D-D COI`APACTED CINCRE- COMPACTED SUBGRADE t E 4-112 li2 COMPACTED SUBGRADE k e #3 ON DWG. _j SUBGRAID. ;M REBAR 0 8*�MIN,GRAVE DEBAR 45,REBAP -11 STANDARD DUTY PAVEMENT HEAVY DUTY P WEMENT 7!8 #6 REBAR 9 1-Ni 10-ls, I 0 COMPACTEl' 'C #7 DEBAR -FINISH GRADE SURFACE TREATMENT 148 REBAR 19 1-t? VARIES SUBGRADE 49REBAR 3-1'2 NOTES GRAVEL SUB-BASE DESIGNED BY: BPD 6'LOAN', MODIFIED PROCTOR VALUE) BITUMINOUS TOP COURSE SHALL MEET THE DRNvVN BY FEID1101IL-11-1 MassDOTiTEM M1.03.1 Z, COMPOSITION LIMITS IN�IZSDOT SEC TION 1 STANDARD DUTY HEAVY D!I,Y I REVIEWED BY BPD TAB;E A ffl OP-_0URSE! PAVEMENTLAYER M3 11 fm L� RAVEIMENT PAVENIENT "ArASHER SCALE Ao' 12**RIP-RAP ST ME EXIST ING BASE MATERIAL '0 COMPACTED P I BITUMINOUS BINDER COURSE SHALL ME-_T COURSE CONCRETE FILL _4 MassDOT i�EIIA.M2 023 "0, t DATE: 10/24/2023 NUT-, THE COMPOSIT K)N LIMITS IN MASSDOT BffUMiNOjS PAVEMEN I-V2 INCHES lNCHE5 In I SUBGRADE I 10W PSh t OUTSIDE SECTION A-A 'Al SEC"ON M3.11 00 TAB�'.--At BINDER SEC ON Ar-311,00 DRAIWING NAME co [�---AME' C 0 U'Ri S E) FIL,ER FABRIC MIRAFI FLUSH.VERTICAL ER I- T I f I DIA CONCRETP GRANITE CURB 1 14-0 ON OR ENGINEER Cl ---------I ---------------- -�EN&SE BASE COURSE MATERIAI SHAU-BP APPROVED EQUAL GC) BINDER COURSE BITUMINOUS PAVEMENT! -1 Q INCHES 2-112 INCHES MASSDOl SEC TION Ml,u'�l 1 PROCESSIZ A A GRAVEL, COMPACTED SUBGRADE SECTION IM3 IS ANCHOR BOI EPDXY ADHESIVE COMPLETELY F LL MISCELL/ANEOU HD > 4 RECLAIMED BITUMINOUS CONCRET E COURSE LENGTH'E' IN PROVIDE S S,SCREEN AT I PAVENIENT MAY BE USED AS A BASE VA 2 0 ON REBAK EMBEDIAENT VOID BET-AjEEN SO OR DEBAR AND HOLE BULI NOSE CURB 1 0 F ull BASE Z RADIUS R� RECLAiMED ASPHALT 12 INCHES 12 71111HIS DETAILS III 0.5 PROVIDED!TNIEETS THE GRAVEL BASE 'ES MASONRY INALL�,, ED Spr , . -1 EE NOTES 3 AND A COURSE MAT (S G COMPAC NOTE& REQUIREMENTS OF MASSIDOT SECTiON A C-21 AW, 0 0 z IN 1 11 0, Z L �oa I DRILL HOI E&C SAN OUT AND INSTALL EPDXY AND 60 OR REBARIN STRICT CONFORMANCE OF EPDXY NOTES �T C) 0 CT WRIT -COMMENDAT OUR REFER TO OR ADDiTIONAL RE-NEW PAVEMENT ABUTS EXISTING MIANUFA' URER�3 TEN BE SPECIFICATIONSEC11ON03300F I PAVEMEW SECTION TABLE 5, PIN DRAW;NG NUMBER: PAVEMENT, 'QINTS SHALL BE SEALED USING 7� EPDXY REQUIREMENTS 1. BOLLARDSSHALLBEPLACFD N ACCORDANCE ffi O=Cl 4- ,�T,4 ze ==77777 LETAIL GUIDEUNIES. A WITH F­IEADAACCE 2. UNLESS OTHERWISE INDICATED ON DRAVVINGS.PROVIDE THE EMBEDMENTLENGTH AND HOLP DIAMETER A A ZT AP RUBBERIZED jOINT 2'-C' VG-- VGC -T',FOR THE BOLT OR REBAR SIZE iNDiCA TED ON THE DRAWINGS, MINIM' M CLEAR WIDTH OF 36"SHALL BE INDICATED IN THE SCHEDULE(I HIS SHE- REQUIREMENT 1 BOND STRENGTH IS-10 BE BASED ON A SAFETY FACTOR IS F OF 40� EALANT CONFORMING to S PROVIDED TO MAINT AIN AN ACCESSIBLE PATH C-7 g- C'4 OF AS TIM D6690 SEALANT SHALL FORD A RES' L.ENT AND ADHESIVE SEAL TIO� PER :f VENTING INFJ!Tp,.AT'ON OF MOISTURE TAL- IN LO,A I NS PROjE--' NUMB T PRE Lff NOTE VGC VERTICAL FIN IANII E CURB AS SHOVIN ON DWIGS C_-3 A C-4, 1 SCALE:N.-,S. S L E: N T,S SCALE:N,T S, C) I u 0 u 2� BOLUARDS SHALL BE INS ''D 17070 LT 4) 1 0 u_ I I _Epyright 3 by R,J,O-Conneli&Assoctates,Inc 4,000 PSI CEMENT CONCRETE (TYPE 11) #4 0 12" O.C. EACH A �gQgs WAY (CENTERED) 3/4" CHAMFER EDGE OF TOP OF PAD EL.=34.5 ACCESSIBLE ROUTE 6"x8"x8'PRESSURE �i TREATED TIMBER POST (SEE DWG. C-2) 2-1j2„ 7 F2-1f2„ °©°°vim a" ���_ C� STEE` 3"MIN. 2 (MIN.) R OC (MIN.) o a a o o �p a " A: �. TRANSITIONCURB ao°oQoo°QGo cpoao°fly 2'.0"* 3'-0"R B TREATED OFFSET BLOM e O a C a L? a G G 4 - �O ._ , PROPOSED o°c°o°a"t�"o°a° °o°o°c°o LANDSCAPE BERM WIDTH GRADE o°o°°°°°c°o°o°° O'aci oD 0 0 e °,o 0 0 �Aa o G VARIES(T MIN.) BLOCK STOP 1 G G a o > o c c o (TYP.)SEE _ ` f ,� iv { ��2 a°c a° oao°ate© ob o°o° CURB NAIL e 1• ..1, r•-"t '�`-'\,1 a o u u u a ° a - a.,a a LOAM as ° a° a°o°° °0°°°a e°o`a° NOTES 2" 81t2" CV .fyt`1L '� ,r ,. e�--q -+ c a a ° SIDE SLOPE TO RECEt _- .� '1.'`,, EDGE OF SIDE SLOPES TO RECEIVE AN SE DS(IONCONTROL •, � �, a � a c o ° o c .° c CURB PAVEMENT � 2'-0" • r" a a u o o - ci a o 0 1 \" r. y LJ c°a`'o`°°°°o°; °o°a°a a =• a o ` TRANSTION iv j� r,` '\ �\i f i` i ; c„c°occ°a°o °0 o°uo a°r_.oa a EROSION CONTROL SEEDMtX l� "/F F f j�f -{ zj 'G o zo a o a,o 0 - a n° . EDCiEOFBORDERING PAVEMENT 5t8"G X 18" a ° o VEGETATED WETLANDS PAVEMENT c BUTTON �'- �� •` �✓ FLUSH HEAD BOLT - \\•` t Ft 5'SHELF 16.6(MIN.)WIDE CHANNEL COMPACTED f` a wi EXPOSED AGGREGATE SUBGRADE ;\ \\\ REFERENCE POINT SURFACE FINISH (j RAMP OPENING 12"DEPTH PERENNIAL 8^x6"x18" COMPACTED SLAB BASE COURSE %, �' e r r\ f\\�j NOTES: 1­13STREAM .. ............. [Rj MATERIAL (95% OF MODIFIED j l COMPACTED SLAB �1 ( B'OC R SA t' �D SLOTTED HOLES 4 RE CI I. MAXIMUM ALLOWABLE LONGITUDINAL SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMP5 SHALL BE 5%AND THE •• •• •••••,••• 1 , 'LONG ' PROCTOR VALUE HAUNCH AT ALL \ BASE COURSE PRE ( QD)' FREE EDGES \�r� /,\ \` MATERIAL (957 OF MAXIMUM CR05-9 SLOPE SHALL BE 2%. 6"LOAM S"LOAM "' 111 TIMBER POST USE SPLFCE BOLTS TYP. MODIFIED PROCTOR WATER QUALITY SWALE �- %� 2. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT 055TACLE IN ACCESSIBLE ROUTE(I.E., VERTICAL NOTES, VALUE) HYDRANTS,UTILITY POLES,TREE WELLS,SIGNS,ETC.). GRANITE CURB WITH WIDE)BOTTOM LINED 6" WITH SOD GRASS � EXISTING TYPICAL GUIDE RAIL TYPE TL-3 TERMINAL SECTION i. SIZE OF GENERATOR PAD TO BE A5 INDICATED ON PLANS. COMPACTED 3. CURB TREATMENT VARIES,SEE PLANS FOR CURB TYPE. COMPACTED 2:1 SLOPE SUBGRADE SUBGRADE COMPACTED SUBGRADE 2. DETAIL PROVIDED FOR GENERAL INFORMATION ONLY. FINAL DESIGN TO BE BASED ON GEOTECHNICAL ENGINEERS 4. RAMP,CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. NOTES: RECOMMENDATIONS. 5. WHERE ACCESSlBIE ROUTES ARE LE55 THAN 5'IN WIDTH(EXCLUDING CURBING)A 5'x 5' PASSING AREA SHALL BE 3. THE NEED FOR PLACEMENT OF A GEOTEXTILE OVER THE EXISTING FILL 5UBGRADE5 SHOULD BE DETERMINED IN THE FIELD PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET, 1. GUARD RAIL SHALL CONFORM TO THE REQUIREMENTS OF THE MDPW STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES SECTION 601 AND THE CONSTRUCTION STANDARDS." BY THE GEOTECHNICAL ENGINEER. 6. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY,EXCEPT WHERE VERTICAL CURBING IS INDICATED ON THE 4. KNOCK OUTS FOR PENETRATIONS TO BE VERIFIED BY ELECTRICAL ENGINEER. DRAWINGS TO BE INSTALLED AND SET FLUSH. 2. OFFSET BLOCKS SHALL BE TIMBER.PLASTIC OR COMPOSITE OFFSET BLOCKS LISTED ON THE QUALIFIED CONSTRUCTION MATERIALS LIST MAY BE SUBSTITUTED.OFFSET BLOCKS OF A SINGLE 5. BOUARD5 TO BE PLACED AS NECE55ARY TO PROTECT GENERATOR FROM TRUCK TRAFFIC. 7. ALL CONTROL JOINTS TO BE SAW CUT I'DEEP WITH 1/8'CHAMFER EACH SIDE. MATERIAL TYPE SHALL BE USED THROUGHOUT AN ENTIRE RUN OF GUARD RAIL. 6. THE PAD SHALL BE PROTECTED BY AN 8'TALL CHAIN LINK FENCE(BLACK)WITH BLACK 5LAT5 8. ALL CONSTRUCTION JOINTS TO BE TOOLED,DOWELED AND SLEEVED,AND 5EALED WITH PREFORMED EXPANSION JOINT FILLER AND EXPANSION JOINT SEALANT. 7. CONCRETE SLAB TO BE SEALED WITH MASTER BUILDERS MASTER PROTECT H 1000,OR APPROVED 8. EQUAL. THE SEALER SHALL BE APPLIED PER THE MANUFACTURER'S SPECIFICATIONS AND BE 9. EXPOSED AGGREGATE SURFACE FINISH SHALL BE FILLMORE INDU5TRIFa` 112"UNCRU5HED GRAVEL STONE. 9. COMPLETED AT LEAST 2 WEEKS PRIOR TO THE STORE OPENING. EMERGENCY GENERATOR PAD WHEELCHAIR RAMP TYPE C (PRIVATE SITE) WATER QtU1AL9 y SWALE CROSS SECT ON C-C �TYMCAL GUARD RAQLt�DET'AX N.T.S: N.T.S. 0 SCALE: N.T.S. SCALE: N.T.S. TRANSITION LENGTH SINGLE 6'-0" TYP. BLACK VINYL COATED POSE ASSEMBLY GATE - VAR. Po5T A55Fm5LY MESH FABRIC 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. TRANSITION HEIGHT °°°c, o o, Q EDGE OF 6" MAX. ° 4t.°° �9. u a SIDEWALKOF ACCESSIBLE ROUTE -0 oil \Oo e ' e VEGETATED ATEDW WETLANDS u0.0 0 a a o a VEGETATED WETLANDS ova°° °a a o a a,0` a ° a o o c a °emu o o a c °',�° °oc°a LANDSCAPE BERM oaa cTL�s-%'a 0 0�o c° o BRACE FLUISHGRANITE &WIDE LANDSCAPE WIDTHVARIES(TMIN.) BREAK 7 MIN. SEE DWG.C 4 �o°a °��0°�• °�°vV CURB CORNER OR TUBULAR LINE POST GROUND CURB SHELF SIDE SLOPE TO N ELEVATION RECEIVE AN BITUMINOUS CONCRETE SIDEWALK c °cu°o 0c,�aa0 PULL POST 2-3t8'O.D. S+MNGGATEPOST LINE 16.5'tVVIDECHANNEL o° .0`,°� 2-7l8"O.D. (3,65 LBJFT.) 2-7f8"O.D. EROSION Q (5.79 LB.tfT.) (5.79 LBdPT.) PAVEMENT CONTROL SEED SEE DETAIL FOR O FLUSH (SEE NOTE 6) BLACK VINYL COATED 10'VVIDE CHANNEL BOTTOM MIX 1L_> 1.5%SLOPE -.- CURSTYPFBITUMINOU o 500' MAX. TO P05T ASSEMBLIES MESh FABRIC GROUND 6" 6" POST ASSEMBLY DOUBLE GATE P05T 12"DEPTH PERENNIAL 10 PAVEMENT(ROADWAY) 10'-0" MAX. VARIABLE 1 '-0" MAX. ASSEMBLY STREAM MAX, CURB TRANSITIONNil VERTICAL e GRANITE CURB 6"LOAM NOTES: M TUBULAR MAXIMUM ALLOWABLE LONGITUDINAL SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%AND THE 'T RP MATCH EXISTING GRADE NE TO FILTER FABRIC MAXIMUM CROSS SLOPE SHALL BE 2%. i0 AT FLUSH GRANITE CURB MIRAF1140N OR 2'MASS00T M3.11.03 CLASS I TOP • CONCRETE ENGINEER COURSE BITUMINOUS CONCRETE 2. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCE5515LE ROUTE(I.E., s0o P5t 5W9NG GATE POST BRAS 12"RIP RAP APPROVED EQUAL 8"AGGREGATE U HYDRANTS,UTILITY POLES,TREE WELLS,SIGNS,ETC.). FOOTING DETAIL 2-7/8 o.D. END POST STONE MassDOT COMPACTED SUBGRADE BASE COURSE (5.79 LB.fiT.} 2-718'O.D. ITEM M2.02.3 (M1.03.1) 3. CURB TREATMENT VARIES,SEE PLANS FOR CURB TYPE. TOP RAIL CATCH (5.79 lB.IFT.) w 1.66"O.D. GRQUND S 4. RAMP,CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. (2.27 ts•1FT.) UNE NOTE: NO ZZZ z 5. WHERE ACCE55151 F ROUTES ARE LE55 THAN SIN WIDTH(EXCLUDING CURBING)A 5'x 5' RA551NG AREA SHALL BE S ALL END POSTS SHALL HAVE ONE BRACE. ALL CORNER AND INTERMEDIATE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. SEE RIP RAP SPLASH PAD CROSS SECTION DETAIL FOR RIP RAP STONE INSTALLATION ALONG WATER BRACE OR PULL POSTS SHALL HAVE TWO BRACES,WITH A MAXIMUM QUALITY SWALE SIDE SLOPE 6. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY,EXCEPT WHERE VERTICAL CURBING 15 INDICATED ON THE SPACING OF BETWEEN P05T ASSEMBLIES OF 500 FEET. a Lu DRAWINGS TO BE INSTALLED AND SET FW5H. 2. ALL POSTS AND HARDWARE SHALL BE BLACK VINYL COATED C w a o WHEELCHAIR RAMP TYPE G (PRIVATE SITE) 4' CHAIN LINK FENCE WATER QUAL#TY SWALE R§P-RAP SPLASH PAD DETAM C��SMUNNOUS SODEWAL K DE uA& � N.T.S. N T.8 � w SCALE: N0 .T.S. SCALE0 : N.T.S. 'r ar ° Ix co JOINT SEE SPECIFICATIONS CONCRETE SLAB EXPANSIONFOR PAVING (4,000 PSI-TYPE 11) at �+ DETAIL 3/4" CHAMFER z z_ N EXISTING RIP RAP EXPANSION #4012" CON T. 2 � \z a GRANITE FACE JOINT SEALANT EACH WAYCURB `O y.. . N REGRADE SLOPE MODIFIED VERTICAL GRANITE CURB A A / // VERTU MATCH EXISTING o (12" x 5" SLOPED GRANITE SIDEWALK \ \ a :' GWITE CURB 4' EDGING CURB SET VERTICALLY) `, 6"DEPTH CONCRETE (3,000 PSI) ` 1J Q PAVEMENT CONTINUOUS EACH SIDE B" COMPACTED M 1 � "} °J GRAVEL BASE _ . . (95% MODIFIED `. .` _ y PROCTOR VALUE) f! l f `fir �• ..y-y.Y PLANTING BED in r`\ / \ < F! {f /., PAVEMENT ^cf p p GRAVEL 18'RIP RAP STONE MST 1u t U SIDEWALK 16 %f/' !/j//\ 'f�fj;%i ' HAUNCH AT AlL COMPACTED SLAB BASE T T =� £ (SEE DETAIL) FREE EDGES COURSE MATERIAL MIRAFI14ONOR ITEMMZD33 P�RJ(��/,O�E�•■ 3� e 95% OF MODIFIED APPROVED MarAtTtaalat V C 1�✓a,--� ® a �` t. ( 1'OVERLAP , t NOTES: COMPACTED SUBGRADE PROCTOR VALUE) ENDER & ASSOCIATES, INC. a v li' / 15' I, CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRE551VE 5TRENGTII OF 4000 P51. A EQUAL ^° CMl ENGINEERS,SURVEYORS 3 LAND PLANNERS 3' 1' 4' 1' 3' T f\\^�Cf✓� T7� \ \ f\��� � j 2. MAXIMUM ALLOWABLE SLUMP SHALL NOT EXCEED 4"AND THE MAXIMUM WJC RATIO SHALL NOT EXCEED 0.45. N 80 MONTVAIE AVENUE,SUITE 201 8TONEHAM,MA 02180 \�`f 'f _ J �a�,.fi .� - t�'\i �f/\f,� $� 6"01A�RF•CPP PIPE(SEE PHONE:781,279.0180 RJOOONNEIL.COM \f\ \ COMPACTED \ti \�; 2 1 6.412 2 3. REINFORCING STEEL SHALL BE A5TM A615 GR 60 DEFORMED BARS(UNCOATED). DWG G2 FOR BNERTS) PREPARED FOR: /t. .� -1 \/\j�,,\,%f�j GRAVEL `-'' % f'\""f`/` !\\! ,� 1 \\ ,\ `\ \\f'\t ` BASE 100 X `!�f\ \. \ �jf rj 4. ALL OR A APPROVED EQUAL. SHALL 8E SECURED IN A PROPER POSITION ON CHAIRS AS MANUFACTURED BY RICHMOND 314'WASHED STD 5. CONTRACTOR TO CONSULT THE PROJECTS SOILS ENGINEER TO ENSURE THAT THE BASE COURSE HAS BEEN to D S M REALTY 2" PREPARED PROPERLY PRIOR TO CONCRETE PLACEMENT. G. PROPOSED SLAB TO BE CONSTRUCTED TO MATCH PPOP05ED DRAINAGE PATTERN IN PAVED AREA. ELECTRICAL PAD ftfi.I/ `COMPACTED SUBGRADE% ` i" MpsDOTM2.Q2.3 FILTER FABRIC MIWI140NOR881 ENGINEER APPROVED EQUAL SHALL BE CONSTRUCTED 1.9 MIN ABOVE SURROUNDING GRASSED AREAS TO ALLOW DRAINAGE TO FLOW AROUND ,8" TEWK EAST STREET 01876 SECTION A-A 7. CONCRETE SLAB TO BE SEALED WITH MASTER BUILDERS MASTER PROTECT H 1000,OR APPROVED EQUAL. THE SEALER SHALL BE APPLIED PER THE MANUFACTURER'S SPECIFICATIONS AND BE COMPLETED AT LEAST 2 WEEKS PRIOR TO THE STORE OPENING. MODIFIED VGC EDGING @ SIDEWALK PLANTING BEDS R§F PAP SPL�.Asm PAD CROSS SEC��'OOG�t DDE�iAOL- COMPACTOR/DUMPSTER/LOADING PAD FRENCH DRA�(r'<9 DE�rAM PROJECT NAME: N.T.S. 0 SCALE: N.T.S. N.T.S. SCALE: N.T.S. NORTH ____ __ _-_-_-_-- ----------------------- -------- SPOUT PO�RING BAG ANDOVER MALL --- ------ ---------------------------- ----- - - �--- _ RIP-RAP STONE A75 A-74 EXISTING GRADE EXISTING-_ _=-__= 35= \ _ massDQTM2:02.3 DEWATERING BAG NORTH ANDOVER \ _ 36"RCP FES \ 4 C> Ito EDGE OF BORDERING 8"-1-1 t2-2" q-79' VEGETATED WETLAND I CRUSHED STONE 36"RCP 10 t L9 C EXtSIIP1G SUBGRADE _ DISCHASTFiAP TO HOLD SEAL: z ---- 2-F�kNNR 1311SCkIARG€-------- ---- - --- -- o DISCHARGE HOSE IN aACE HOSE +a Ai r CONTRACTOR TO INSTALL _ 4 w SEED DISTURBED AREA y uu- CONTRACTOR TO REMOVE v TWO(2)W"DW CONCRETE 8't WETLAND AREA $G I -A > ,6s LF EXISTING 36"RCP FLARED END SECTIONS 36"RCP o a w SECTION A-A VIEW s BICIVN p c ?3 WNDON -+ DRAIN PIPE ��``• O< 12 (MIN) No.41505 _/ tri 9F E Z '� I � A 36" RCPA-76 ��� \ 3W'RCPFES �y���y/` �O o`y810NAE�t'��F 1=2 9.4 4 A-76' EXISTING UNSTABILIZED w II I T'LOAM U \ \ A 77 SLOPE,CONTRACTOR TO =24„ 3 6 RCP `'�j REGRADE SLOPE FROM of RIP RAP SIDE SLOPE w WETLAND FLAG A-72 TO I -� ' DEWATERING BAG DESIGNED BY: BPD p (SEE STABILIZATION - -- -� 5' A-76 AT 2H:1V SLOPE F DRAWN BY: FBDJWJH r DETAIL DWG•G8) I=2 8.9 4 I \ -,,.� EDGE OF BORDERING SPOUT VEGETATED WETLAND CONCRETE FLARED II RlI DOT MONE 1.NO DEWATERING MANUFACTURED BY A A REVIEWED BY: BPD q-74 i __ \ PLAN VIEW END SECTION (2- SCALE: 1"=4O' r.-• PERENNIAL STREAM "DIRTBAG"(LOCAL DISTRIBUTOR FERGUSON n n Y A-n t .._.- RIP-RAP - �_I DEWATERING DATE: 1dt24J2023 to _ n\\ - �i t RIP~SPLASH PAD I COMPACTED WATERWORKS)OR 12 j (MUBDOT ITEM M2.02.3) SUBGRADE ENGINEER APPROVED BAG mesaDOT M2.02.3 DRAWING NAME: 16 I \ SEE DETAIL DWG.C-8 38"RCP MIRAFI 140N FILTER FABRIC OR EQUAL. �.--FLOW A-7! ' ' / A- ,� + A-75 •321 I APPROVED EQUAL I I-1 2. CONTRACTOR SHALL -k I MONITOR THE T PUMP o (i 11 iT L MIIR FOR FILTER TE FABRIC DEWATERING BAG AT ALL DISCHARGE HOSE UP 51 - 7 TIMES TO PREVENT 5' MISCELLANEOUS > / / D-- D D--�c D D 0- g APPROVED EQUAL o OVERFILLING. CLAMPISTRAP HOLD DETAILS IV B 3 HALF FULL OF EN AG IS HOLD DISCHARGE / \ REPLACED NMEN BAG IS // � �•! R=3 2.0 0 HOSE IN PLACE 4' (V =EM OR WHEN SEDIMENT HAS E \ A=2rJ.9O AREES SEE z APPROXIMATE LIMITS OF 3 16 -t STONE -2^CRUSHED \ i �' COMPACTED DISCHARGE FLOW RATE (� 1 STONE SLOPE-8 FOR DETAIL SEE B=2 5.8 0 ,2"COMPACTED DRAWING NUMBER: \\ SUBGRADE TO AN IMPRACTICAL RATE p DWG.C-8 FOR DETAIL ` SECTION sANt�GRP`vEl SSE TOP VIEW C=8 M R 36"FES Rf RAP SPLASH PAD SLOPE S`�AR&I7ZATdONnl DE�1AX ffETLANDD FLAG A-72�i O Ae76) �DEWATEG�4(n IS P§T DEW&. PROJECT NUMBER: 7�70 0 `°�' �SLOPE S 1�AC��t�OAC�A`t�00�'l DELI Apt SCALE: N.T.S. �c SCALE: 1"=20' SCALE: N.T.S. SCALE: N.T.S. $m U- Copyright 0 2023 by R.J.O'Conn"&Associates,Inc. 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I ,�j , L I �- : I ! � ' urninaire Schedule � LLF I : Label : Units ! Avg ! Max : Min - : I Lum.Watts I Arrangement Lum. Lumens Arrangement ; I � � I I I I Qty � � Arrangement I Description i I I __I __ I 1 2A 7,9 : 0.0 � N.A� : N�A� I I � : I I � I I : Symbol ; Label i I 1 1 Fc I I I � I I I L Lurninaire Lumens : SITE (ALL POINTS) Planar I � I � I Wafts I � � , : -------- I 7 I i ; : � L � i I � � I I - I Fc 3.1 7.4 , 0.4 7�8 18.5 � w � L:.j i ; � 1 0.900 1 DRIVE-ENTRANCES __ __ 1 204 � � 22455 � : � 204 1 22455 � -1 � � : n.1 � � - I 1� I I I I � I DRI : C : 33 .1 i - - I I ; � �5 _� - : SL1 Single � MCGRAW: GALN-SA513-830-U-T3 (275MOUNT'NGN t I - 1 1�8 ma 3.9 � I I 9< I � �_ I I i i - 44910 0.900 IVE-FRONT OF STORE I : : t I , � I 1 204 � 408 1 2_224555 - � � � � - � � � � , 1 � 11 : SL2 Back-Back : MCGRAW: GALN-SA513-830-U-T3 (27,61VIOUNTING) ; I Fc : 3.8 7,9 1 0.8 4.8 - 9.9 - 1 1 1 1 z �- 1 C 1 III : 3 @ 120 Degrees � MCGRAW: - LI - 5B-830-U-5WQ '27.5t MOUNTING) 1 204 612 : 23699 1 71097 0.900 1 PARKING LO! - : , I : 27 t � 2 ! � (n I I I ; �__ I 111L_11 � � � I � -,- I I � � I � I I t � � I I � I � I I I � : I I � � 7 , " , __ , -,-11�, � , * -, , ,\_ ` ` ___ �,_�,- I I -I_� , -"' __ -1 - I __ - I - I I'-- �­ 17 � � __ - - - I 11 - - ,, " -��, ,�__" � : I Page I of 3 j � : � I I I � � 11 I I I - I I I I I I I 0 W 31.84 30.74 34.40 D a a BOLLARD �� A 1Y} a 3550 D • ,t2 1 • BPkyQ I5 R ` 32.40 Ra p • • �-,- � z 33.50 � a• �C t\� tttw � � D saaa 32.10 a a• 32`00 7 31.80 a a �a 33.56 \ 1J D [T +r a t 1 z 31-80 = s f- 3 35.54 32.10 8`x& O x 25 32.DG 31.70 TR NCh DRAIN 3350 35.50 34..35 s_ TFANS ORMEP E„ERGENCY (BY GC) W r"HAND RAIL f PAD GEt EP.ATGP PAID LOADING PAD RIM 31,57 TRESC!1 DRAIN OADIVG PAD 35.50 TOW 36.00 34.75 TOO 35.00 34.34 3142� 5 E ,Ti 'BY GC) (SEE D Ail) BOG 34,50 COVERED RINI31.80 COVERED 32.20 34.50 LOADING AREA _OADI G AREA t �r-34.85 tj 3220 ui 31.25 , • a 35.00 32.20 NCH'DRAIN 35.50 31,50 KEY 7-1 3a 50 ) 34,35 4 . bb 3d.50 31.60- ' 35.50 31.50 ccm 32 35.50 PROPOSED N `'J- MARKET BASKET 0-) ±93,O4 5F FEE =35.50± W W u PROPOSED KOHU5 ±4 ! ,3G2 5F - W FEE =35.52± FEE =35.50± FEE =35.50± 311 FEE -35.44± W a APCt+IT=CTURAL APCHITECTURAL BIKE PACK GRANITE CURB- GRANITE CURB EDGE OF GB-1 GPANI`E BUMPER G5-1 GRAN!:E BUMPER CANOPY 35.50 W BUS STOP (IYP 5EE APCrH.PLAINS) (TY? 5EE ARCH,PLAN5) CAROUScL TGC=3GOO TGC 3GO0 OUTDOOR 35.50 35.30 e5,R BENCi(TYPi BIKE PACs BGC=35.50 PED'8GX 50C=35.50 5ALE5 AREA BENCH ff?) - a. TOG35. .. 35.50 35.50 `� __ 0 _ 35.50 PLANTER PLANTER _ 35.50 �. - = - - �3a33a2� z (G W (0 30) ,6k.G) ,ox3�r b; . >, � TOG 35,25 G3d34 35.50 35.54 35.54 _ - _ T T 35.54 0 35.50 t f/355F = s j ?50 -. 35 50 35.30 35.0Q BGG 34.75 p_ TOO 35.3Q o BOC34.& T '' 35.35 35.35 35.35 35.35 35.50 30.35 CAN Fy 3�.35 n 35.44 35.45 35.45 _ _ r r ti 3 c.-x` 35.05 G 35.50 35.30 3534 � ��_ �_ �% ti CAtdOFY �. r `� -,� _- `. ._. 35.30 .29 P .�, :--� �'='�.�'�c'S,it`a'�":s''35:.�:_,r='',t �., C 35.30 3530 3a.34 � TOG35.25 " ' <. h.. µ TOG35.25 -- 80 R - , N_. - - - ,__..TOO 35,25 SOG3475 N OG3.75 S1CC �- BOG 34,75 „ ;CC BU,r O5E TOG 35.30 TOG 35.25 ,Gv'P - -- W 35.25 VERT CAL GRANITE BOG 34.75 TOG 35.25 TOG 35.25 TOG 35 25 TOG 35.25 `G P r TOG 35.25 35.00 G RB BOG 34.30 GECGPAi IUc R E 4 t SOG 3d.75 cp 80'R CURB 'GCi G'P�'EAu LAMP POST } i5x5`P P; cp BOG 3d.75 BOO 34.75 BOG 34.75 BOG 34 75 r6"PEVEAL, BOG 34.75 BASE EDGE SE 35.10cr \ 34'5 3d.84 34.80 1 EEO RA T } X OSEQ AGGREGATE ,POt i PACE GF \ \ i5 DETA;; ;QC-RAMP g-1 CUB} � 34 34 £ram c 41 34 34 34 34 34 Aa - (. d �33 0 15 30 60 120 SCALE: 1" = 30' N _ � � O � 4 II O r-; d W Q W I C W � r� un w GENERAL DOTES AF III 1. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY,ANY GOVERNING PERMITTING AUTHORITY,AND"DIGSAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES INTERFERING WITH THE 11 PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION l 2@4"C w �--� {1-SPARE} TAKEN BEFORE PROCEEDING WITH THE WORK. IT SHALL BE THE a RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING p UP 5514 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SEE PAD DETAIL a POLE MTD XFMR A SHOWN ON THE PLANS. SHEET ES2 T 2. ALL SITE WORK DONE FOR THIS PROJECT SHALL BE IN ACCORDANCE C,4#3J0 WITH THE SITE PLANS AND SITE WORK SPECIFICATIONS FOR SITE LTG METER/BKR CONSTRUCTION. ( ( ( 3. ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTIES DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPAIRED AND RESTORED BY MAIN ELEC MAIN ELEC MAIN ELEC THE CONTRACTOR AT THEIR OWN EXPENSE. ROOM ROOM ROOM SITE LTG 4. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A PANEL PRECONSTRUCTION MEETING THE WITH THE TOWN,THE APPROPRIATE -- UTILITY COMPANIES,THE OWNER AND OWNER'S REPRESENTATIVE, ELECTRICAL SERVICE DETAIL 1 THE MEETING SHALL TAKE PLACE PRIOR TO THE START OF NOT TO SCALE CONSTRUCTION AND THE CONTRACTOR MUST PROVIDE 48 HOURS NOTICE TO ALL ATTENDEES PRIOR TO THE START OF THE MEETING. z• 5. APPROPRIATE WARNING SIGNS,MARKERS,BARRICADES AND/OR TIVAVERLYROAD FLAG MEN SHALL BE PROVIDED TO REGULATE TRAFFIC. z CONSTRUCTION TRAFFIC CONTROL SHALL BE IMPLEMENTED AND o - v (PUBLIC - ECLO 3512 - 66` WIDE) _ - - - OPERATED ACCORDING TO THE NH DEPARTMENT OF w �. . ;- - _ ` -�`` TRAFFIC CONTROL— - •'•___ �� TRANSPORTATION,THE MANUAL ON UNIFORM T ar DEVICES MUTC )AND ND THE LOCAL AUTHORITY. Q - - - - - - A! 6. ALL PERMITS AND APPROVALS NECESSARY FROM AGENCIES\\ (PU�LIc ' EC40 3572 _ GOVERNING THE WORK SHALL BE OBTAINED BY THE CONTRACTOR \� 1DF) PRIOR TO THE COMMENCEMENT OF WORK. COPIES OF PERMITS AND RELATED PLANS SHALL BE KEPT ON-SITE DURING CONSTRUCTION. 7, CONSTRUCTION DURING WET WEATHER OR WINTER CONDITIONS IS TO BE ANTICIPATED AND PROVISIONS TO ADEQUATELY ADDRESS THESE 1� CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. v_ f 8. THE CONTRACTOR SHALL MAINTAIN A SET OF AS-BUILT DRAWINGS ON SITE TO RECORD DEVIATIONS FROM DESIGN DRAWINGS. EXISTING UTILITY POLE TO REMAIN �V NEW PAD MOUNTED XFMR ( (EXISTING XFMR AND PAD SHALL = { BE DISCONNECTED AND REMOVED] GENERATOR \ SEE ELECTRICAL SERVICE DETAIL 1 �,r' . V p DISCONNECT AND REMOVE ;% PROPOSED UG C-y � - r EXISTING PRIMARY AND TEL `T PRIMARY AND 3@4"C POWER(1-SPARE) I SERVICES J E TEL FOR KOHLS ELECTRIC SERVICE ( 2@2"C CONTROL 2@4"C 5@4"C SECONDARY J W/PULLWIRE - 2 ENE k TOG GENERATOR ti T 1@4'C : \` 1:. " MAIN ELECTRIC ROOM IN MEZZ. T\-E\ .E E SITE LIGHTING SEE ONE-LINE DIAGRAM FOR L PROPOSED UG 1@2"(SITE LIGHTING) ELECTRICAL SERVICE CONDUIT J PRIMARY AND TEL FOR VACANT SPACE#2 r AND WIRE SPECIFICATIONS 1 a v= `- PROPOSED PAD MOUNTED PROPOSEd PAD MOUNTED TEL/COMM SERVICE TRANSFORMER FEEDING PROPOSED MARKET BASKET I w TRANSFORMER FEEDING 2@4"PVC{TEL} VACANT SPACE#2 KOHLS 1@3"(CATV) 92,907 SF± I w r I EXISTING TRANSFORMER ( FF=35.50 0 w SHALL BE DISCONNECTED I �� w `v ( w w AND REMOVED e TJ MAXX > I_ILu ' h w I I 2 0��ti ( 2E,188 SF I Ie �€ w PROPOSED KOHL'S I � w ( �E-�.44 � II L Lu w qw ( �Wk ( En Ij �' L I 41 322 SF± I , n v� �� �' m Q 0 / �Z n +n w �O M I— } WpM Zvi to �3OM ti 4' ti4. - w w a g y tt 0 > �oIW��I Wpvj M FF=35.50 I ( �mw I I¢ n UI¢� � o a r yy2 I Z LLL d,. I I ��4' Q� ZN N� 3 ;i �Olu n w = 0 w / 'oow���°) �rn ww o a w in tnKi ° > Q I I � 2 I� 112 w T w x o� I I I I I II GALVANIZED GALVANIZED m W 10"X2O"X10" 10`X10"X1O" ' Q , . •+ >:5 N 7' , y I TING JB URITY xt?w co NL NL _ _ _ _ . v NL NL 1/ "C wu 1 1/44 NL NL 1 1/4"C NL NL - _2#6(SLP 9 NORMAL) - 2#6(St P 15 NORMAL) co - 1"C(SECURITY)— 2#6(SLP-1 NORMAL} 2#6{SLP-5 NORMAL) 1 1/4"C 2#6(SLP-6 NIGHT LIGHT) 2#6{SLP-10 NIGHT LIGHT} co _ 2#6{SLP-2 NIGHT LIGHT) 2#6(SLP-2 NIGHT LIGHT) - - 2#6(SLP-7 NORMAL) 1#6GNd - 1#6GND v �- 1#6GND 1#6GND _ 2#6{SLP-6 NIGHT LIGHT} oo } 111C{SECURITY} -- - I-= 1#6GNd - - EXISTING PYLON SIGN o -- - -- -- --- - - --- - - - I - - RECONNECT TO SLIP No R NG - _ . r w ems_ z PREPARED BY: y Inc. \ — �— - e INTERCEPT EXISTING PYLON CONDUIT / Ronald ia, �I - � - / ' AND REROUTE TO SLP?CONTRACTOR / �- - - - - - e ! HH SHALL INVESTIGATE EXISTING CONDUIT J Electrical Engineers - - ' NL RUN TO DETERMINE IF INTERCEPTION 5 Tilton Lane,Andover,MA 02810 ao \ -� ( IS POSSIBLE CLOSER TO BUILDING. ! _ TEL:978.475.5184 BUTAENGINEERING.COM co Lm\ � - -- PREPARED FOR: NL - - - �{ - - EXISTING PYLON SIGN BE - - F NL RECONNECTED ECTED TO c^ PNLBD SLP NL- - NC_ � .NL_ - NL / 881 EAST STREET fi ! — TEWKSBURY, MA 01876 w co ( -Irv. PROJECT NAME: $ 1 v NL 6��6 MALL > �� / ll 2 16 �lY�o t PU SNL4 NORTH ANDOVER 1 Cf 2 1 SEAL: -t 4 `1 N o) \ i l BR:A'OP � DU&D tCIVIL \ 1 LU cc --__ �V� ' � p �� N �RENCE DESIGNED BY: RWB DRAWN BY: KML o f gRVGiNS REVIEWED BY: RWB l U j 0Ui�0 SCALE: 1°=60' cc / I l DATE. 10/24/2023 CD I i l DRAWING NAME: t6 l\ 1 Q \ /. SITE PLAIN 0 Elqu-%L a in z \ / N \\ f� DRAWING NUMBER: \ f' 60 0 30 60 120 U'S 1 EN \�.1 cc N C oa nj GRAPHIC SCALE IN FEET >O PROD 7 17070 C, S T,O ;- 39 2}`�g s 47 D DOW`N Lu } � tj 4-#6 RE i ELECTROLYTIC #3@12"O.C. I GROUND ROD _ CONCRETE PAD 24"SONATUBE I , r. t c,! 2 6° i GROUND r r D U TOR R u d ; .I f1AF �?€ _ _ —� f c { CV ci E t .,� _... ., _ _- i S } 1 FRONT ACCESS # REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION, 3 € 12° _25' 12° I zo C 0 N C I $3' nwvL. P , NR I D EBAL L FOUNDATIONTAIL N RA RCING { A I L } ' I R A I V S F O! 1 M E R PAD I LA I V WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE t "MASSACHUSETTS STATE BUILDING CODE" (CMR 780) AND THE CONTRACT DOCUMENTS. IN NO SCALE SZ CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. SCALE: N.T.S. CONTRACTOR SHALL HAVE THE EXPERTISE TO EXECUTE WORK INDICATED ON THE DRAWINGS OR SHALL HIRE QUALIFIED HELP. CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS RELATED TO THIS PROJECT. CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR VERIFICATION OF LOCATION AND DIMENSIONS OF CHASES, INSERTS, OPENINGS, SLEEVES, WASHES, DRIPS, REVEALS, DEPRESSIONS, AND OTHER PROJECT TR i �t ORLIFR REQUIREMENTS NOT SHOWN ON STRUCTURAL DRAWINGS. OPENINGS IN SLABS AND WALLS �i I D OWN LESS THAN TWELVE (12) INCHES IN DIAMETER ARE GENERALLY NOT SHOWN. REQUESTS FOR CHANGES TO THE STRUCTURAL DRAWINGS FROM CLIENT, CONTRACTOR, OR CONCRETE PAD ANY OTHER PARTY SHALL BE MADE IN WRITING TO THE ENGINEER. Y` CONTRACTOR SHALL NOTIFY ENGINEER, IF, DURING THE COURSE OF CONSTRUCTION OR �— DEMOLITION, CONDITIONS ARE DISCOVERED WHICH ARE UNANTICIPATED OR OTHERWISE o T CHAMFER APPEAR TO PRESENT A DANGEROUS CONDITION. z 1 AREAS DISTURBED OR AFFECTED BY THE WORK SHALL BE REPAIRED, PATCHED, REBUILT, No No o w R ETC, AS NECESSARY TO MATCH EXISTING. N ¢ of TAINMENT BARRIER PLAN � A EACHA, `' WORK SHALL BE PERFORMED UNDER THE SUPERVISION OF THE ENGINEER. PRIOR TO ENCASING OR COVERING STRUCTURAL ELEMENTS, CONTACT ENGINEER FOR INSPECTION AND S2 SCALE: N.T.S. APPROVAL. EXISTING STRUCTURAL DEFICIENCIES NOT INDICATED ON THE DRAWINGS OR EXPOSED DURING CONSTRUCTION SHALL BE CORRECTED AS DIRECTED BY THE ENGINEER. PAD R E BA R SECTION GEOTEXTILE FABRIC SHALL BE MIRAFI 140N OR APPROVED EQUAL. SZ SCALE: N.T.S. REFER TO ELECTRICAL DRAWINGS AND NATIONAL GRID SUPPLEMENT TO SPECIFICATIONS FOR ELECTRICAL. INSTALLATIONS f ESB 759B JULY 2010, PAGES 19 AND 38 FOR MORE DETAIL. N w #6 BARE CU HANDHOLE GND CONDUCTOR ANCHOR BOLT COVER PRIOR TO FABRICATION, SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL o uj o GROUND LUG FURNISHED WITH POLE AS FOLLOWING: w o z FURNISHED W/POLE -ANCHOR BOLT CONFIGURATION 2„ TO BE COORDINATED WITH LIGHT v TERMINATE ALL CHECKED SHOP DRAWINGS„ FIRST REVIEWED AND APPROVED BY THE GENERAL z ¢ `t - w CONDUIT ENTRIES IN 2 POLE MANUFACTURER 3Q" w ENGINEER'SCONTRACTOR. SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND ¢¢ }A GROUND BUSHING 1 - 3 1" CHAMFER COS � COMMENT BEFORE FABRICATION OR DELIVERY OF MATERIAL. MATERIALS NOT REQUIRING w z IIII 11 I FINISHED GRADE (SOIL, FABRICATION CAN PROCEED. SHOP DRAWINGS SUBMITTED TO THE ENGINEER WITHOUT o IIII PAVEMENT OR CONCRETE} 12 R_ YR N,'=G FIRST BEING STAMPED "REVIEWED" BY THE GENERAL CONTRACTOR SHALL BE w N n- CO NC llli ll v I' ( A -L HA`E" GROUND TRACTOR FROM CONFORMING TQ THE li 11 ' e CLAMP P RETURNEE WIT OU BE NG REVIREWEEVE THE CONGIN OGi N BY THE ENGINEER SHALL NOT r IIII PVC SLEEVE FOR u REQUIREMENTS OF THE CONTRACT DOCUMENTS. v w `D EER. REVIEW OF SHOP DRAWINGS I 11'I I ( I GROUND CONDUCTOR `" AA w I111 I( (( ( \:,: _ �� y �O „ a \ SHOP DRAWINGS SHALL BE ORIGINAL DRAWINGS PREPARED BY THE CONTRACTORS. a z -I ANCHOR BOLT 4-MIN. 5 n \ \ \ 2 v A:;.IN< IIII FURNISHED WITH POLE \ REPRODUCTION OF THE STRUCTURAL CONTRACT DOCUMENTS FOR USE AS A SHOP Q _ ^? GRAVEL 120,83 DRAWING IS UNACCEPTABLE AND WILL BE REJECTED FOR NON-COMPLIANCE. } a - 1I W W C ( 4 6 VERTICAL BARS - _ zo# FABRIC y `.. � �� '�` v `� I I' PROPOSED CHANGES, SUBSTITUTIONS OR DELETIONS MADE BY THE CONTRACTORS TO � QL w ——_— H #3 HORIZONTAL TIES 0 12 O.C. ""� T STRUCTURAL CONTRACT DOCU DOCUMENTS SHALL TO THE ENGINEER FOR z I ( ., .,,yam .., v, _ � __� HE S UC URALM LL BE E o � r ALL CONDUIT INSIDE OF COMPACTED—____• � a � REVIEW AND COMMENT PRIOR TO THEIR INCORPORATION INTO THE PROJECT, � w .. .. " " .. Ul g U CONCRETE POLE BASES SHALL C - G �� �. y `� SUBMISSION SHALL HIGHLIGHT AND NOTE THE PROPOSE[} CHANGES, SUBSTITUTIONS OR a a � GND. �Ll BE GALVANIZED RIGID STEEL ;' �'' ti �.,� _y \ G� v�� TI R I STR T to m v 3 J l AND ALL ELBOWS SHALL BE A �- „ DELETIONS. PROPOSED CHANGES, SUBSTITUTIONS O DELETIONS ONS TO THE UC STRUCTURAL z z q CAD WELD I l I CONTRACT DOCUMENTS WHICH DO NOT FOLLOW THIS REVIEW PROCEDURE SHALL BE ° w z MIN. 36' RADIUS F O ff___ 2" SGH. 40 PVC OT XT:GROUNDS I \ . CONSIDERED UNACCEPTABLE. FABRIC D _�-- ) 0 w POLE BASE SHALL BE SURROUNDED CON-L.IT SWEE F` CONCRETE I" w 2" SCH. BY UNDISTURBED SOIL OR g wI 40 PVC COMPACTED SUBGRADE (IN CONCRETE WORK SHALL CONFORM TO BUILDING CODE REQUIREMENTS FOR REINFORCED w (VARIES BASED f — — ACCORDANCE WITH GEOTECHNICAL CONCRETE (ACI 318) AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS {ACI 0 ON SOIL = REPORT PREPARED BY 1 CONDITIONS} r HTE NORTHEAST, INC., 301), cli Cl) I I DATE FEBRUARY 6, 2009} A_A N TA I N N E N T SECTION T R N F O R M E R PAD SECTION ION CONCRETE SHALL HAVE A 4000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS r— -I ROUND CONCRETE (4,000 PSI) POLE (NORMAL WEIGHT) I00` BASE SONG TUBE FORMED CONCRETE SCALE: N.T.S. S� SCALE: N.T.S. -2 15" DIA. MIN. WORK BY ELECTRICAL CONTRACTOR CONCRETE TO BE EXPOSED TO THE WEATHER IN THE FINISHED PROJECT SHALL HAVE 6% a ENTRAINED AIR, 3j4"o, 10'-0" LONG COPPER WELD GROUND ROD VARIES CONCRETE MEMBERS SHALL MEET THE MINIMUM REQUIREMENTS FOR DURABILITY BASED ON (LIGHTING PROTECTION) EXPOSURE CLASS AS FOLLOWS: "' N .- °z NOTE5: SECTION 6" FOUNDATION, PAD, SLAB: CLASS F,3 (CONCRETE EXPOSED TO FREEZING-AND-THAWING LUI ( #6 VERTICAL CYCLES AND IN CONTINUOUS CONTACT WITH MOISTURE AND PREPARED BY: w AN ADDITIONAL 2"5CH.40 PVC PIPE SHALL BE INSTAL LED TO EACH T EXPOSED TO DEICING CHEMICALS) 1 j I_ CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH? onald IVY . uia, Inc. Of THE LIGHT POLE5 ALONG THE FRONT OF THE STORE, FOR POLE I I #3 @ 12" O.C. cI MOUNTED SECURITY CAMERA5. THE 2"PIPE SHALL HAVE A HOME L — —� OF 45I}L? PSI AT TA DAYS CONTE(NORMNT; WEIGHT)TAElectrical Engineers co TOTAL AIR C9IVTENT; SEE TABLE N RUN TO THE SERVICE DESK. 1" CHAMFER o I 5 Tilton Lane,Andover,MA 01810 r 2. THE LIGHT POLE BA5E 5HALL HAVE A DIAMETER 4"WIDER THAN THE PLAN TEL:978.475.5184 'c POLE BA5E(MAX DIMEN51ON),PROVIDING 2'"CLEAR ON ALL 51DI 5. REINFORCEMENT BUTAENGINEERING.COM m d PREPARED FOR: 0) DETAILING, FABRICATION, AND ERECTION OF REINFORCEMENT, UNLESS OTHERWISE NOTED, S SHALL CONFORM TO ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 25 318)" AND ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE LIGHTL I I L STRUCTURES (ACI 315)". Z IDEWALK) STEEL REINFORCEMENT SHALL CONFORM TO ASTM 615 GRADE 60 (YIELD STRESS = 60,000 NO SCALE PSI) 881 EAST STREET TEWKSBURY, MA 01876 U N w N Co PROJECT NAME: n N 0 NORTH O N ALL NORTH ANDOVER a? v SEAL: LLI � OF N RIAN DR N $ NO 1 �m w =uT - .Co co DESIGNED BY: BPD DRAWN BY: WJH REVIEWED BY: BPD SCALE: 1"=60' Y DATE: 1 Q124t2023 m m _ DRAWING NAME: v t6 ELECTRICAL SERVICE zQ I IDETAILS Qm 29 DRAWING NUMBER: d N E0 ccO N CD NUMBER: 3CD 17070 0 L- Copyright 0 2023 by R.J.O'Connell&Associates,Inc. ARCHITECT; PCA,INC. 221 Hampshire Street Cambridge,MA 02139 617-547-8120 OWNER: DSM REALTY 881 EAST STREET TEWKSBURY,MA 01876 978-749-3900 CONTRACTOR: CONTRACTOR FIRM a .> .\.. .. .. Address \. CI State I ,... City, 0 o Lo _ _ — � � � � �y _ o SEEMS= - _ _ A y ��� yAwA c? _ _ _ - U LLI �\ MELuA v v v v iLj Aloo U. kwoj OVERALL SCALE 1".20'-0" Lu \.. \ \ \. \ \ \. 5 _,4 COM POSITE POSITE METAL BRICK VENEER 3 :. .. .. . PANEL CORNI CE E T.O.PARAPET 32'_,0": T.O.,PARAPET METAL ROOF EDGE 30,_0„ 3U 0" LLJ T.O.PARAPET _ - \ _ -y - - y _ - - � - - - � -� T.O=PARAPET - t o o LL00 O v y v A v \ v vyv v _ v v y - vv yy y vvv v _ _ v � A y yv A y vim . Z LL' Z Ld z w GRANITE BASE COMPOSITE METAL PANEL BRICK VENEER COMPOSITE METAL PANEL GRANITE BASE Q IZ O MARKET BASKET I `Z F- SCALE 1":10'-0" 'S 0 Lo c'} m i i N , i N i I .. ._ .. \ .. rb i t , I : w i I— I eFs 29 -1 a „ rY w I : T O ARAPET a I I `= METAL ROOF EDGEEIFS Q- n — BRICK VENEER T.O.PARAPET : 24 4 e I a ; ( T.O.PARAPET cn LL o � I n ; p °o w' - ' , S F P , z _ - _ E .. ..yA y >.._. ..... .. ... . yam.. .. A. v, .. -...v .-....:a A .. .....o .. ........ yvv , ... ... , --_ . ..... v. \. A 7-- PRECAST GRANITE BASE ALUMINUM COMPOSITE METAL EIFS v.. ORIGINAL ISSUE: 12/08/2023 SCALE: KOHL'S AND TENANT A ELEVATION SCALE 1 10'-0" BUILDING ELEVATIONS min M a 0 2023 PCA PRINTED: 12/5/2023 2;27:00 PM tv 0 We ..........1,11"u" P m o'sm 'p, W ff 0 �p A/ All slo g, 4.1. 1/11 E, A, % �,ll pffp/ I W F NK ASK", ,IN M/ R AW, 19 fil 1��W"Allg A U, , �Wffil, AMR /�m/, 'p, On Fill 4": p gg/�gft 'g�y, 1/0 a gg" �,,�,ggg a A" fis Ill, SIN "'I"YU-1 0 N� g /g le Wl U/N ON IM A 6"IT" I'll,.................. REVISIONS: ............................... SUBMIT FOR SPECIAL PERMIT/SITE PLAN 12/08/2023 M 0 ro -------------- 0 0) " A—0 3 Z c: 0 ct) > > > 0 G) z 0 0 A r"k OWN 0- c Ig 3 CL (D > > (p:<D) Z 01 i�3 - -.......................... ............... .............. 0 m C) 0 1 m ------------- "" "FET BA%I4.--,) UA ru u (D (n w 03 BUILD"WiNC.N. C MArrxr\ ET FA DE U RA" E (D�z--I r- '9 >W r4 C)>;u Rl z -n c� cl 0 z ............................... ................................. 0 m G) - 5 NTHROP AVENUE, NORTH ANDOVER, MA 01845 PICA PROJECT 23050.00 3;--1 co 4 0) ..........................