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SPR & FHOD
Approved Plans r I I 1� ,ki t. • �q "LLB �. , !I � F• � ¢ a,.�. �., ��,?o �, °�,. +ri } r �.s— fah r � , I '�°c� e i ..�"p�'".'q ,a,l •+ ,i�,9,'�� ,� � Snu _.�.,kiw i#;� � � �k..KG eF�' i`su'fp� `��^� ..o > `;YF '��' 1r. .< • Y a , r 4 -y Aisk JL ' Y. j mn ,.�.. 'x.?P ,r,e '�F.: •'iG a 77 7' a•xn w�x""itlyr£' ! '." ,w» - re'" "*Y. •Wtakv f <. y `-r.a s 6f s„�u+� io wr r+i■":+* r qr. w Ewa t � s d ° r.m ?" '" :^•+ Pxrdyk" j r = Mw� K i y ti � ✓J� #I�• 6 „'�, F!a ',fie } -.# 1 zj- II � Y Co - '�,, ro. .._: - -�:.� ".,> --�,r� ., -- x � � w w Kra J .r �.,,��Fr� a z � �+ -.� �,,� 'i�°"a \•... � � sy .� 1�` a Q �., I ? Y,�.w.,may n y.Sri„p _.7°_K .., ,a.., i, s i :s�$ a« '*k'v' I + "'� , .; 4:.'- .a5 s �+ ' .,t^ x>w•v,;: .e.:. D :� a. .. w� j �, I r ce`t AS TED 1 Jefferson i�ee Aa° 8 SEGER ARCHITECTS,INC. D ��� J'�' p18°�' ! 10 Derby Square,Suite 3R 1 Jefferson Ave,Salem,MA Deeigedby DR ( __ Salem,Massachusetts 01970 0reweby DR,SL—I— , tel:978-744-0208 fax:978-744-0145 Checked by JAS No.Date Deec*w I I johnaseger@segerorchitects.com Apptmdby JAS REVISIONS M xn •,; JIM /0� .74 A f MApw a f' •♦R tY > y„k•A�- .S Y, ff Yf 9k' P 'a { apt r � �•, Nj �� ` } Y f �u. J __ A rr LA 3, U 0 0 c--1 "1"0 E I-L � y'IIl Ln Ma, V.- x .�,." .. �9•n9't'"�„ s{ 'y �"cw °:. "" m.�'"-.,,:, r.{. �sre...r. ,,, .` ...w.. r•rw y d <y3 zwa s" e - �.. ,i,*� ` d! .@k 9' +R'F 'js p" "`F" R't'�' �4' 'Y' Tk k •�1ie� fi �7 '/ 5r }l*`3V+ •�.. .47xa#''� 4 a4 F"' . '&�'� J ,;a`z;: .� �[`•T1ry3 - n?^� ��" � 3``nY'€._•'S. "'#`,�'�w�� �`'�.t't�69k�' ���i� �" E;�� a. w`�r_ _ � �„`- �'� �� y - - III f t - I ao O r�„'- ,D � � � ' •;,:- � ,,• it �... o r l�^�v 17- scale AS NOTED] 1 Jefferson „a,zo,a : . ' . .+ I I SEGER ARCHITECTS,INC. Dkorarion Job No. ZOtB 008 10 Derby Square,Suite 3R N 1 Jefferson Ave,Salem,MA DesiBradby OR Salem,Massachusetts 01970 Drawoby DR•sk ' tel:978-744-0208 fax:978-744-0145 cMck d by JAS No.Dare I Desadprbn Approved by JAS REVISIONS johnaseger@segmrchitects.com I i1 I i + } ! i ! I I j I i I i I I i { ; i I i I I I I � I I i � NEW i I EXI511NG BUIIDMC IC BE RE-CLQ i ! i I ASFHR.f SNMGLE BOCF ik ly r..� yi il�Y�'jP rtr nr[xl',I.fIL' rnn l o ; 1 iII I! I, .u;'Ili li i ;III IIII .' it Ilil II II I.J' ;Ia I F,D:L rit;oEana Dt M�r�; Rnc Y * w n III .Ill n II an �rw tre 4 LI - ; li Il 1, li 'i III ( ( III, IIII,. ,III \ i I II III!lill!I �I III ICI iI ,tnt L '�. , s`l i _ IA r5r ''r,r1Li Dx.DDcw i' ! II c.rl DDDR III !I � .oaw al' Ii c..v.D�.,e +!I I nnr erv .cow+ ! 1 Ili �! lI1117111Illir� i II,I 11 ilr� e II II II ! i II'I — • I Jefferson/West Elevation I, IYFlCAL U4Ii WY * I VCAL WIT BAY TY Cll UNI;BAY ,YP,Cn1 DR,&:v I ' I II III rr I'II :IIII IIII„!II111 i11 II II :III II,I I ! T�I—'li ! I!I II 1 II III 1 I ! ! ;III II II III' Ij IIII 1 .1 It +It..li' I!II II I II I III I ztn c1 v�R,IC1i�.,1 II I II 1 'il',ed ps�NG,rw� ILIA I 1' ,I Ii IIII + it ,' IIIII II hl I I I III III III I.CAL SOLID VM,L III ills I n,I Illj:l III II'II'li II +III'i Iit ji I II 1 I'III II li., ,III I ; III I ULAL GLAZED-Mow i I p I IIII I IIII .I IIIII IIIII I H l l I' III 11' i I'. '� ;li II Ilia I III fIl I + Illi IIIII I IIIII ilk ilk II I 4 I II II illIII;' it III IIII II III IU IIIII i i1'p 11 i ill n1111 ll III,II( ! +IItiillil ! II' II ® llli IIII I li ILII!�iillll IIII 11 I ------------------- ------------------- ryI IM Ii BAY ,YRICAL UNIT BAY ! 1 I South Elevation I i I i i I I I i I I I EXISDi:C BLILMG 10 IE RC-CLAD ! i WLl NST DGOR AND'PRDb DE MEOW j ASPL SHI'Lli 1W METAL i SC •mow.. ..._-, •.... :.: ... .• w: :_ ..,., c �� i (I d Iry.u';l y , Ix^I r i I I �: r�IlLL'� �I I�r��lit! (i�Ir �'•1 �1 N� i I i n IM vEa¢n..l , •o RD SIDNC,w I ..:I i'I I+ I �; , '. , " Pm IliElnL vCfiPDa I I III!i I I I 11P:CAl LED i '.Ij;I IiI III I.: Y IiI -I',. I, ., ,,1( I III ' III i n III / l III ! d I nl u,IPII II 4 7 , tl OrRYLIb4 I 1'FCF.N.L J1i '� IiII IY s+2 IL II I'I nx,2 .,JI III Iil11I''tY dl< Iltl4 Il lli,L 'X12 x.u.ENtRr D!nR it i - II IL. III III.i -- i IIIII i2 ! II iI ^.N.Laaz I I !IIf Dv.✓xs+ ',i'II I Iinl.�nw.DDOR ;t I.IIIII D.N.Bvw� li - ✓`,�I F Y i51ti ���II��;L (�` �' , '��'� I VitN.II ll II IIII i +'7' ''L+hl4r7ii wlf I 4,I a lYRI1;AL CIE BAY lYR i F '----------- -----------L----------- ---------- j WELL EY151.DOEDFISTIN AND FRC4IDL WMDOw I � itPICAt UNit BAY * I. i"At I!Nll BAY I TYPICAL lMll BAY � iC MAT Ex1511NG I vFfiF Jl ° i I i i ; I I East Elevation ! I ) I i I, A I I , 00 I N Co I I , io I -0 °Cn ! D j IIPro�L ED 1 Jefferson o3e ApriI,S,401e TI V !1 SEGER ARCHITECTS,INC. D iL�wD Job No. �18 W51, 10 Derby Square,Suite 3R i I 1 Jefferson Ave,Salem,MA ��edbr �s`I I. I Salem,Massachusetts 01970Check i ; !��+a I -j te1:978-744-0208 fax:978-744-0145 ! App.rlbr JASI Dale IONS °° I johnaseger@segerarchitects.tom 1 I i � APP,��bY JASI REVISIONS -_ .! I I I I 1 I I I I I 1 I I I I i 1 EzrWc euLmNc To aE FE-CLAD � ' I ' Iy ' I t E OIXW 4C w.No M TN I .mG METAL L FASCA� I CCN t,KUY.O1REY.VAIN' _—_- —__-- .Tf II I I',! 11 II Iij P191iNlllll vERiMN.'lli fill f III I'I 'f '!II f II III I,,I , RIB .II f I"'I l IIII lilll;l IIIIII�I II., �0' .. .IIII! ql III; it Ii III I I I.. ID.s!,Ilpl.�Ek{>ICp� ...; .............................- :.. ii ii II 1'I�l I1;. IIII�I RP F�';"G i�.I IIIII I I111,1 II IIIII III I IIIII ,IIIII IIII I,IIIII I II 9rhaG, I I'llj I ir, �'. .-: I;I IIII.rl. I,.I�I III IIIIIIiII III I' J :II II ,. :IIII IIII II,�. 1 II!III fl III ,Eli II 1'lll lll11 i' nwCAL LED i ILL tGaY I: IIII :,. fir Lx1ERI0R ENikr t I.oI-1 a 17 ! h l IIII III I ' ID,II 17 x 12' I! ucxi - IIIII IYPICpI FULL UIE H OOCR O.H.COOK 1f O.N.DOOR J.H.DOOP. IIf"I j 1,1 I rl III y�I I I,rl�ill H�M,[NwY eouR N — - - II I 'IIII yIII IIII IIII it II. 11 I�� I I II I III I-'i!' IIII Ili- I `IIIII 1 i - - -------------------------------------�- ------ L----------- ---------- ----------y--`-------- —y Ea �[OV1.6'THK.'Oa^, I �NIURE SECOND ECAESS FrRQY NN Iff DEEP I TOR 8 UN;1 CONfI ARA ROM N1ECP.0 FJLYIDATv1 I YRCAE EAlJI UNIT II( TYPICAL UNIT BAY i iYTICAL UNIT DAY iYPiCAL LRdi BAY I TYPICAL M,BAY.•' } Jefferson/West Elevation r I i i I i i VU G ROd BEYOND NFLL 94 BEYOND S2) I FALY PAI-T ANN Mi CC.0 FALSE PAR—w1H METAL COPMG AND 4C.NAL.RASNNG BEYOND 2 / F1iD HIGH iCptL ft S c BEYOND � T O II II I 1 it I II.IIfIIII Ii" IIII rl ' i' 111;1'I II IIII ..I II - 1 1 1.. II II 'I 'I'I ,' ' I' III III it II"I i II Ifl f' I li i II, y nr I I' 1 -1 II !1IIIII 11I j1n III II:IIIIi11 I; I1IIIIiI,11 IIIII! It II IIII ! 11II, i II 1 I II,;1 1 III Il l IIII III ro Ne? amp l I I u n IIIIIIIII illliil')I n ILi1f tlulllll,ill 111,iif ll!Boi N IT� ; .1 III JI II'II 131,1 I I II c I I IIIII Ii'I III I � II II III II IIII IIIII III III III III 'I ! ! il, YwcuwD wn II II li II II IIII II II ' �ii wa ci . ueD unow w 1 I (IIIII I I.!l I I I}I ,1 I I � II III I I IIIII! 'IIII I� II �. IliS "11 !IW ' m j � Iln II I I 11 I � I ITII s. I J. I Iilll k"�s..' n'.}J1,ltst I� Ikfjl.�3p ' .u�t�l' �� if C------------------- ------------------- I {( D 4)9hA!LWIi EA: � lY➢1GLk IY!BA1 i South Elevation scue Inr.o-o I I I 1 I I i I EMSiNC BNDwic TO BE RE-CLAD I NLL EXIST.DOOF AND FRO\YC'E WNMV NO MATO.EASRAi I MEMBRANE ROOFPC WIP. �.040 METAL FASCIA CENTALUM.WIT R YA-N OO+MSPOLTS I - - _ I ' ' III Illil.�lll I;III�IIIIIIIIII IIIIIII111IIII'i11'lllllu,l'.'I I Ili; I I I I II III .;I Il lI III''lllII1111'III'G!I'I''I ''i1 "I = I� j -__ -_-_ -_ _ I BR[t.IN j RLl IIIII 11 II ��1 t f I i f I JARS S2. YF I IIII Ij tt i 11.'11111' BRA SN P�yI II Ill'II 'i l III'I l III :IjIif IIII'II I/II I':I it II lIi 1 11 II III Ij II!Ili III IIII ill Ilf I1 I'II II I, II;IIIII(IIIII l III IIII I!1! IIII ...: —_ - II ! HIM.I DRY ------------ DOOR Y S M� I III IIII 'gyp III IIIII II III i E. III I I,I tl 1 a IO II IYPA^AL 9, Q — 1 III ll III h..l ` hill IIII 1= I 'I I I , — III I l l l yi I l i' III" i - �•- �. III 1I .-.....- 11 ICI, � - III Llli 'III'I'I'I ' ------------------------------- -------- ---------_ __------ � ------------- � - --------- ----- ————————— FJNRE sECRID ECitE=�— — CONT.a ixx.Cu'Yc ---I— FOR 8 UNIT CONr!CLRATIIX! APRON AND W'DEEP / MILL 11111,11 AP11 PRONOE wNOOw t'rcI CFL CFCx U:IN WTE,k FWNDREICN TO MATCH EYISTINC TYPICAL UNT BAY 111111 Ill RAY lYFICAI UNIT SAY I I.C.NNi BAY � I East Elevation ENE:i«•-I-o I I i I i _ I _ I i I I I 1 � l O _ 1 N O T p D I r I I F�W 1 Jefferson Da. � 18.�� SEGER ARCHITECTS,INC. I D LooeOm Iobft. 2018M5 10 Derby Square,Suite 3R I I 1 Jefferson Ave,Salem,MA D-g—d by DR I Salem,Massachusetts 01970 Drawing Drawn by DR,SL I te1:978-744-0208 fax:978-744-0145 Ch Iced by dAS No. Dare D—iption appaveaby a s RensoNs I johnaseger@segerarchitects.com I i MBTA ACCESS ROAD 0 12 spaces ' b -VL/ H W n I I o z7.,. e CO IL go 1 « N O O - o FIRST FLOOR PLAN' O N SCALE: 3/32•= 1._D. I Jefferson D� Apol18°� SEGER ARCHITECTS,INC. ��� M8°� 10 Derby Square,Suite 3R 1 Jefferson Ave,Salem,MA oeWW dby DR Salem Massachusetts 01970 o .v . oR.SL t&M744020a; fmcM7444M Ceeaedby .us Ro.Date AW—dby� .us RensioRs MBTA ACCESS ROAD I . i . . .. 79-10'+m-.(VLF ) I. l j 1 J I I a w I . 1 . I , a ` _ xOD .. £ N O -D :SECOND FLOOR PLAN rD- N sCALL a/3f r-o• r ee F • Pmled scab ASNO7ED 1 Jefferson D.W APM M=8 SEGER ARCHITECTS,INC. Jet W 2,B M 10 Derby Square,Sub 3R 1 Jefferson Ave,Salmi,MA oeww-by ON Salem,Massadtusetts 01970 D—ftonrrmq on,s� telk -7444M f=97&744� M . . - - Chadmd by JAB No.� OeSm". - - Apvoaedb) JAS REVISIONS �1 y EXISTING BUILDING TO RE RE-CLAD - SCRAPE,PRIME PAINT EXISTING FASCIA,CORNERBOARDS AND TRIM TO REMAIN "we — I I I CLADDING TYP..AT EXIST.BUILDING�DTO REMAIN 11 11 VERTICAL BOARD-SKIRT AT BASE TYP. FINISH WOOD STAIR AND BALUSTRADE PROVIDE 42'HIGH GUARD WITH 4'O.C. - BALUSTRADE AND Y MAX.RISER WITH 11"MIN.TREAD. TIP.FOR 2 Jefferson/North Elevation SCALE 1/16•'=1'-0• EXISTING BUILDING To BE RENE. DOCINAD . METAL FASCIA - PiD.METAL VER AL AR SI ING IP00A y ® ® TYPICAL FULL LITE OR H.M.ENTRY DOOR 1d X 12' 14'X 12 14'X 17 14'X 12' �srnam .. - O O. H.DOOR O.H.DOOR .H DOOR TYPICAL UNIT-BAY TYPICAL UNIT DAY TYPICAL UNIT BAY TYPICAL UNIT BAY West Elevation:(DPW site) SCALE 1/16•.f-S• EXISTING ROOF BEYOND INFRL WINDOWS BEYOND(2) FALSE PARAPET WITH METAL COPING FALSE PARAPET WITH METAL COPIN - AND HIGH WALL FLASHING BEYOND AND HIGH,WALL FLASHING BEYOND D. l . PI.META VERTICAL - OARD-90 NG TYP. TYPICAL SOLID VINYL - _ _ DUAL GLAZED WINDOW 711 TYPICAL UNIT BAY' TYPICAL UNIT BAY - South Elevation SCALE 1/16'a 1'-D• - • _ EXISTING BUILDING TO BE RE-CLAD B CONDENSERS AND MECHANICAL SCREENING - INFLL EXIST.ODOR AND PROVIDE WINDOW NEW DUAL GLAZED FIXED WINDOW. M 10 MATCH EXISTING IN NEW ROUGH OPENING ASPHALT SHINGLE ROOF .METAL FASCI — u S. 14'X 12' 14'X 12' le X 127 � «1u O.H.POOR O.H.DGOR OK DOOR O.H.DOOR � a v-o• -► fTYPICAL EXSTING CONCRETE LOADING DOCK TO REMAIN EXISTING EGRESS STAIR TO BE RELOCATED NITE BAY ]��T�ICALUF11T BAY'., n1YPICAL UNIT BAY TYPICAL UNIT BAY TYPICAL CAST IRON DRAIN BOOT TO.36"ABOVE FINISHED GRADE DE INTO SUBSURFACE DRAINAGE/RECHARGE - - - • SYSTEM-SEE CIWL DRAIWNGS .. . r • East`Elevation O FAT£1/I6•.=,._6. - Ch D PmJeG Sdie AS NOTED . 1 Jefferson Date ApA116,2DIS SEGER ARCHITECTS,'INC. -� L� - .berm. 2maow � 0) 1 Jefferson Ave,Salem,MA Deb mdby DR 'Sal@RI,MasssachUSetts 0970 wewn ey Dn,s� D Crbaea M Jas No.d— L-E tet M744 M fWC M7444W AppmveE by JAS REVISIONS � •�n - . ODSTMG BUDDING TO BE RE-CLAD SCRAPE,PRME&PAINT EXISUNG FASCIA, . r 0. 3=b� CORNERBOARDS AND TRIM TO REMAIN MMENII IOUS CLAPBOARD . CLADDING TYP.AT EXIST. BUILDING TO REMAIN . FtltST ROpRROOR ° BOARD VERRCAAT BASE TYP. SKIRT I. FINISH WOOD STAR AND BALUSTRADE PROVIDE 4£HIGH GUARD WITH 47 O.C. . .. BALUSTRADE AND r MAIL RISER 91H lY ERN.TREAD,TYP.FOR 2 Jefferson/North Elevation EXISTING BURDMG TO BE RE-CLAD NEW ADDITION - - ASPHALT SHINGLE ROOF PTD.METAL VERTICAL METAL FASCIA BOARD SIDING TV. - SECOND FLOOR i. d� s5{�x'. , �e��� - '.T Li , to � # '' �4r.' :yr�n'_ TYPICAL LED p� 15'-6 .ENTRY LIGHT, �, . . A r-*. .'7` +C'�S L .. -TYP.ABOVE + EACH DOOR .. y A,FIRRST�FLWR� EL y=B i t sGRA�RpWt� • TYPICAL - EL FULL LITE IM ENTRY DOOR IY 1M UNIT BAY - TYPICAL UNIT BAY L TYPICAL UNIT BAY TYPICAL UNIT BAY - I; West Elevation(DPW site) EXISTING ROOF . IOU WINDOWS - .BEYOND - BEYOND(2) FALSE PARAPET 12 _ - WITH METAL COPING AND HIM WALL .. t ."T' r 3 'y ,� EAVE FLASHING BEYOND ro,a'p' :. . c s "� a3..y u'' b,s�y, .�.b`.�. 'mot+'''c. �R 0. LINE OF EIXSRNG �� '3 + � s r., s !" ''dt r to :.3 '=;" • BUILDING BEYOND y A Fs�c � � " `'� UNE Or STRUCTURE : INSIDE S PTD.METAL VERTCAL BOARD SIDING TV. v}'�'a' *' ti `wC" . :d�,�a� TYPICAL SOLID mm • ` s� k .,2 M �d: -.._ t Yf"' ti DUAL GLAZED WINDOW . 'w ".asw:v' TRADE EL 0-0'r FLOOR A - - - 'P. TYPICAL UNIT BAY TYPICAL WIT BAY South Elevation T .SLUE III6-a,•-0• - - - . . EXISTING BUILDING TO BE RE-CLAD ASPHALT SHINGLE ROW' -TYPICAL FULL LITE- .PTO.METAL VERTICAL INF L DW.DOOR METAL FASCIA H.M.ENTRY DOOR BOARD SIDING TYP. AND PROVIDE WINDOW _ 10 MATCH EXISTING i - SAVE EL 20-0 TYPICAL RFD SECOND FLOOR EL 15-6 EACH DOOR �.^ni v a >. #td T< ` { N L ?A' Nsek, '�. %I � " a •V a "i.. •+�• FIRSTEL FLOOR GRADE FLOWt 0. -0 � _ IYPNCAL CAST MWF DRAM 800T 1D 36'ABOVE FINISHED - GRADE TIE INTO$UBSIIRFACE DRAINAGE/RECHARGE 9D TYPICAL UNIT BAYY TYPICAL UNIT BAY TYPICAL UNIT BAY TYPICAL UNIT SAY�UNIT BAY IIIT BAY�TYPICAL UNIT BAY�TYPICAL UNIT BAY SYSTEM-SEE CPA DRAWINGS N O °° East.Elevation -D s�,nc.,•-m O : O ' rn D scme P I Jefferson apA,e a SEGER"ARCHITECTS,INC. mow' 2MB W5 10 Derby Square,Suite 3R Fog D 1 Jefferson Ave,Salem,MA Deg"by DRIlk—by Salem,Massachusetts 01970 —4 D� oRSL tel:978-74"208 fax:978.744-M45 uredmery AS w.2tm adby JAS1 I johnaseger@segerarchitects.com NOTES: 1. BASE MAPPING OF THE PROJECT SITE IS THE RESULT OF AN ON-THE-GROUND 2 SURVEY ENTITLED"PLOT PLAN"BY C.L.G.ASSOCIATES OF 3 BOSTON STREET, SALEM,MA DATED APRIL 14,2018. 2. LOCATIONS OF BUILDINGS,UTILITIES,AND OTHER SITE FEATURES SHALL BE CONSIDERED APPROXIMATE AND MUST BE FIELD VERIFIED PRIOR TO NORTH CONSTRUCTION. x ENGINEERING & CONSTRUCTION : 141 PINE STREET DANVERS, MA 01923 WWW.goBEC.ORG x k:} e x x � ��] ~\ 6 / , I _._. -� � �", .,� _ • _. , ._ 1 )/�. � %��� ��J{G! X PROJECT TEAM 4f 1 . 7 7.3 x W W --- ASPHALT cl x _ ___ \ � \ COBBLES ry w W (, mow\) w \ �i% \ '� /^ `•,I `":�> �� �... I � i of /\ x PROJECT INFO EXISTING U), r � � I EXISTING ELEVATED ' PUII_DIN'03 TO BE DEMOLISHED „ \ \ ..........................-.._.................... -._....._.. ----- _ _........._. _..........._ ................-------------------------------------_...._...._._..- _........... _..... ........_... _....___.._...._._.._.... -........ `— a x c T- 1 B � REV DESCRIPTION DATE \ \ \ �� J j ` `i INV rl t;, - 99 (r1 / /\ \ (I _ GRAVEL t J ��• / J / -r> STAMP: �+ I -- { EXISTING CONDITIONS PLAN SHEET NAME: . . \,\ <,�,� `~' �''� � �1,r'�� �°' �••-�-�� _ SHTNO: PL AMNIN0- 6C)ARD DR BY: JPB 5 0 10 20 FEET CHK BY: JPB APPROVED SCALE _ 1I,.10, PROJ NO: 18-002 - . SITE PLAN DATE: AUGUST 2018 SCALE: 1"=10' WIMP r, „�:. ,.. :t>„ §i:.'„x, <.. FrIn, z NORTH G ENGINEERING & CONSTRUCTION 141 PINE STREET DANVERS, MA 01923 WWW.goBEC.ORG 4 (.� __ ,ICJ L. �:. I 1 F' L p 6 . 7 ................... T_/ . 6 \ 2 � I / ) PROJECT TEAM -�-� � ' � _ - . 2 8"SILT SOCK,TYP. J --- -- i a _......_........._..._ --- X DEMO __ y:-._-:...._ \ %{ ...' : CONCRETE BITUMINOUSPAVEMEN r ASPHALT C.; .... i _. . . COBBLES • .,. t ;` � REMOVE&STACK 1 \\ \ \. ..._ \ /(� ��• I l , \. ,} {j 7 f EXISTING COBBLES W n1 w r I— . � W I -� . ._ 7.9 SAWCUT ASPHALT AS REQUIRED FOR\ �J \ \ x I PROJECT INFO INSTALLATION OF\ UTILITIES. RESTORE ry PAVEMENT TO EXITING GRADE ONCE _ � i. _—°J UTILITY INSTALLATION IS COMPLETE,TYP. EXISTING 8. 1 \ l XIS IN ILL 'A REMOVE EXISTING CONCRETE SIDEWALK FTI \ - -_.� _.-- 7C5 _-� _ __ ___..._.. _.-... ....... AND CURBING BETWEEN PROPERTY LINES OF PROPOSED PROJECT. INSTALL NEW !1 ��, i _ C __�._...__.__:....._ CURB AND SIDEWALKS AS SHOWN ON C-03 � .f _ _............. _...................................................._........................ _..._._........... QD 61 �k• �• \ \ \ ... �.._� �.r `.ter \ \ \ /j .. � � _ `•y/ i._.", GENERAL NOTES I(\1 t 1— -- 0 4 <\ (� N 1. CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPENCIES %�`' �\ \�\ J r__i ` 1 PEER REVIEW COMMENTS 10.04.18 PRIOR TO PROCEEDING WITH PROPOSED WORK. \ \ �� --1F7 REV DESCRIPTION DATE 2. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND SIZE \ \ '�/ \\\\ (f� / / ~ CSC J ;.__. OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE OR OUTSIDE OF //' .... - ' EXISTING OR PROPOSED BUILDINGS, ON THE SUBJECT PROPERTY, WITHIN THE ry ���' \ �� ^� 7 !� - OFII74,s STREET RIGHT-OF-WAY, OR ON ABUTTING LOTS. 'il < x �ya`� ABANDON EXISTING WATER SERVICE.CUT 3. THE ADJACENT ABUTTERS MUST BE NOTIFIED PRIOR TO THE START OF EXISTING TEE FROM MAIN AND REPLACE �\ \. / \\ REGRADE EXISTING GRAVEL BR K ( ) WITH STRAIGHT PIPE AND NECESSARY \ ~ \ \ AS REQUIRED FOR DRIVEWAY BASE CONSTRUCTION. \ couPUNGs \ ( r I \ \ 4. CUTTING AND CAPPING FOR SAID UTILITIES AND } REMOVAUABANDONMENT/CAPPING BEYOND THE PROPERTY LINE SHALL BE AS \ 1 • PER INSTRUCTED BY THE RESPECTIVE UTILITY COMPANY. ' ` t ? ._ !.�,f \ • z I (l 1 GRAVEL 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND RECORDING THE ; \'�. ` ,' -��\ ,,,..,�`\ DEMO EXISTING ELEVATED BUILDING, EXACT LOCATION OF EACH PROPOSED UTILITY CONNECTION. t CONCRETE PAD,&LOADING DOCK MAINTAIN EXISTING GAS SERVICE 6. CONTACT THE CITY OF SALEM FOR THE MARKING OF SALEM MUNICIPAL '%'�\ \ - \' ` }. \ \_ STAMP: _. -SAFE AT 1-888-344-7233 OR 1-800-322-4844 AT LEAST 72 UTILITIES, CONTACT DIG HOURS PRIOR TO EXCAVATION. ^._..~ .............. . ..... �..,. 1 -_.- i 7. THE RESPONSIBILITY OF OWNERSHIP AND MAINTENANCE OF THE SEWER, l --- -...._....._....__... ............................................. ...... WATER, AND DRAIN CONNECTIONS ON PRIVATE PROPERTY AND/OR PRIVATE ,� __.. _.. _._........... N �� - ') (� �- ...... --- Y— —'- — — AND PUBLIC WAYS SHALL REMAIN THAT OF THE OWNER OR HOMEOWNERS. j \ = = j - SITE r' 8. DURING EXCAVATION AND CONSTRUCTION OF PIPES AND STRUCTURES, / -y_ j r' I a. .,.,; 1 13 `"�,, . t l- ._� � ' ) ;�, PREPARATION TRENCHES MUST BE ADEQUATELY BRACED AND PROTECTED AGAINST Lr == \ ' --..� f -- CAVE-IN. r, 9. CONTRACTOR TO PERFORM ONE DAY OF CCTV INSPECTION EACH FOR THE PLAN DRAINAGE SYSTEM IN JEFFERSON AVE TO THE SIPHON BEHIND THE POLICE \ STATION AND THE EXISTING SEWER SYSTEM. CCTV SHALL BE PERFORMED 1 PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY. ;I r , \ SHEET NAME: 10. ALL EROSION &SEDIMENTATION CONTROLS MUST BE INSTALLED PRIOR TO rs — !) LAND DISTURBANCE AT THE SITE. EROSION CONTROLS MUST BE MAINTAINED / THROUGHOUT THE DURATION OF THE PROJECT. '= 11. CONTRACTOR TO UTILIZE ONE (1) 30 YARD MAX DUMSPTER DURING ..........- CONSTRUCTION. DUMPSTER MUST BE TAKEN OFF SITE IN A TIMELY MANNERr� \ \ �• �' � ' ONCE FILLED. r. 12. CONTRACTOR TO MAINTAIN ACCESS TO ALL SIDES OF THE BUILDING AT ALL \ \ \. rq r/r' \ SHT NO: TIMES DURING CONSTRUCTION FOR FIREFIGHTING OPERATIONS. DR BY: JPB 5 0 10 20 FEET CHK BY: JPB SCALE = 1":10' PROJ NO: 18-002 DATE: AUGUST 2018 SCALE: 1"=10' DMH-5 CDS-2015-4 `\ RIM=MATCH EXISTING RIM 8.1 f INV.=-.47(VERIFY IN FIELD INV.IN(12"HDPE)=2.95 CB-2 PRIOR TO CONSTRUCTION) INV.OUT(12"HDPE)=2.95 X RIM 7.1 6) 4- CULTEC C-100HD INFILTRATION SYSTEM INV.OUT(8"HDPE)=4.0 \ MATCH EXISTING 3 ROWS,5 CHAMBERS/ROW tt 1- \CURB DMH-3 BOTTOM OF STONE BED=5.1 t'l' `'� DMH-4 RIM 7.3 BOTTOM OF CHAMBERS=5.6 PROPOSED TRANSFORMER NORTH PAD,EL. 11.FINAL SIZE TO BE f )j' RIM 8.1 X INV.IN(8"HDPE)=3.60 TOP OF CHAMBERS=6.64 DMH-2 DETERMINED BY OTHERS j_ INV.IN(8"HDPE)=3.00 CB-3 INV.IN(12"HDPE)=3.50 TOP OF STONE=7.14 \ � RIM 7.1 \� r INV.IN(12"HDPE)=3.00 r� RIM 7.3 INV.OUT(12"HDPE)=3.50 INV OUT(4")=6.30 INV. IN(8"HDPE)=3.90 x -7 INV��UT(12"HDPE)=3.00 INV.OUT(8"HDPE)=3.65 I INV.I( 8"HDPj)=3.90 J ;A r PROPOSED STAIRS r} '� i INV.OUT 12"HDPE 3.90 _i , � V x ,... r t ENGINEERING & CONSTRUCTION , _. PROPOSED IL WATER . C , P 0 O 'x 7.3 17 .. ' NV A SEPARATOR. INVERTS TBD BASED 141 PINE STREET ., N MEP DESIGN --�, *.. O \ _. --._ DANVERS MA 01923 \ _ WVNIIV. oBEC.ORG g 22 C`yc. r PROPOSED BITUMINOUS I t / �-, 3 "� 4. I � S OW STORAGE :. CB-4 \°, .., --- _ ' CONCRETE PAVEMENT TYP. RIM 7.9 . � . I �,:) .�•. --w_ r, \ _-INV.OUT(8 HDPE) 3.05 ., J , � x83 g \ t.•> 9 PROPOSED MH CONNECT DOWNSPOUT C. ' \ •7_ RIM=7.8 I TO SUBSURFACE INFILTRATION SYSTEM ` INV.=TBD \\ . �� \ - I I 1 I i . x t �}% \\ \ F \\ <�4 - I PROPOSED ELECTRIC ("J9' (WITH 1.5'OVERHANG) PROJECT TEAM METER LOCATION.MIN.EL-11 TING -7 EXIS c. 14 \\\ \ \\ ��> \\ l•.> 7 \\, PROPOSED CONCRETE L- -� � DRIVEWAY APRON(TYP) \ �- I ( ( I ? x 8.0 O x 7.8 . REMOVE&RESET �\ \\ \ 7 EXISTING CURB � a OO \ \ S{\_� `h \ \ ! / `..), \\ \ CURB TIP r '\ rn V J V J �D \�\ \ '� \ \\ DOWN(TYP) C; . �\ r \ I I PROPOSED BUILDING �) - ADDITION-SEE ARCHITECTURAL- - � a \ <�' PLANS FOR DETAILS ,/ W uJ 78' FFE=8.3 I x I li'(! //\ PROPOSED CONCRETE \ j u- u- W l..)<J� \\ \ - r' ` /\ t_.' '-, \\. SIDEWALK(TYP)--f J . '• I\ .1 sl W 11 ) \ % ( , ui V , r\ 7 I r } j \ \ ' Tl I I I I I I I I I I PROJECT INFO ` .bk PROPOSED GAS METER e PROPOSED P RKING LOCATION.MIN. MET !_ I I I I I IN V LINE STRIPIN ,T P. } (' ( PROPOSED FLOOR DRAINS AND / I \ PIPING TO BE DESIGNED BY MEP CONTRACTOR I J I I REFER TO ARCHITECTURAL ) �}�• ,��.....i / Y'; _. DWGS FOR FINAL CATIONS ; 4\ I OF DOWNSPOUTSLO MAINTAIN EXISTING \ - < � � ` �1 \ \ SEWER SERVIC \\ - `1 t_4 �'� ( I I I DMH-1 t \� �\y ^�. 90, RIM 7.5 </f - \\ C 1. 0. G.. INV.IN(8"HDPE)=4.35 \ j 3 am, ,J. INV.OUT(8 HDPE)=4.35 F / GENERAL NOTES BC=s.o \ �. , 1. CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPENCIES , x 8.2 PRIOR TO PROCEEDING WITH PROPOSED WORK. , \\ r Y 3 PEER REVIEW COMMENTS 10.04.18 14' CB-1 2 C.O.MEETING UPDATES 09.06.18 , 2. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND SIZE �% / C.,�, -1 j ( RIM 7.4 \ ' INV.OUT(8"HDPE)=4. 1 UPDATED PER ZBA 08.01.18 OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE OR OUTSIDE OF CUT&CAP EXISTING / n ^Q , r x 7.6 EXISTING OR PROPOSED BUILDINGS, ON THE SUBJECT PROPERTY, WITHIN THE _ �... _., _.� .._-..:: __ _ __.: 1 REV DESCRIPTION DATE WATER SERVICE \. _..�:._ __ X . - ' �.;- (y,, __ _....._ .....- .�. .; ..... STREET RIGHT-OF-WAY, OR ON ABUTTING LOTS. <''?- ' \\ �, I �_lt `1 i-' - - \ \ �., PAINTED'ONE-WAY z _ 7 �. [� / ^) 3. THE ADJACENT ABUTTER(S) MUST BE NOTIFIED PRIOR TO THE START OF \\ / `` \ /j 1 (j ti) o ARROVII$;7YP. 1 ,_� 6 • 4 ) �P H OF T ` j\/ Ir"; PROPOSED 4"FIRE , fi fi fi t�CONSTRUCTION. -: SERVICE") LJ . - . - . - . - . - . - . - . - I' �y 4. CUTTING AND CAPPING FOR SAID UTILITIES AND �%� l �' \ T-1 • - • - • - - - g� N REMOVAL/ABANDONMENT/CAPPING BEYOND THE PROPERTY LINE SHALL BE AS � BR K n+ B E E /i. PROP08E6 2"DOMESTIC PER INSTRUCTED Y TH R RESPECTIVE UTILITY COMPANY. \ t WATER SERVICE PROPOSED V \ 4'STOCKADE 99 r- ~ MATCH EXISTING p 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND RECORDING THE CURB FENCE p a �O _ I I EXACT LOCATION OF EACH PROPOSED UTILITY CONNECTION. ONAL.E�G 6. CONTACT THE CITY OF SALEM FOR THE MARKING OF SALEM MUNICIPAL UTILITIES CONTACT DIG-SAFE AT 1-888-344-7233 OR 1-800-322-4844 AT LEAST 72 '' l ` • - . - PROPOSED WATER CONNECTIONS/ 6> \ HOURS PRIOR TO EXCAVATION. 12"GATE VALVE&BOX ,ii,\ \ \ \ 12"X12"X4"TEE(1) TAMP: 7. THE RESPONSIBILITY OF OWNERSHIP AND MAINTENANCE OF THE SEWER, 12"SLEEVE(2) li 4"GATE VALVE&BOX(2) � \ /\ -r` • WATER, AND DRAIN CONNECTIONS ON PRIVATE PROPERTY AND/OR PRIVATE 2-CORPORATION(1) AND PUBLIC WAYS SHALL REMAIN THAT OF THE OWNER OR HOMEOWNERS. 2"CURB STOP&BOX(1) OUTSIDE-SWEPT I PROPOSED GAS SERVICE, �,:�.1 - - \SIZED BY OTHERS 8. DURING EXCAVATION AND CONSTRUCTION OF PIPES AND STRUCTURES, TRENCHES MUST BE ADEQUATELY BRACED AND PROTECTED AGAINST CAVE-IN.9. ALL EROSION & SEDIMENTATION CONTROLS MUST BE INSTALLED PRIOR TO SITE LAND DISTURBANCE AT THE SITE. EROSION CONTROLS MUST BE MAINTAINED \, //' PLAN THROUGHOUT THE DURATION OF THE PROJECT. \ Sl I . - . - . - . - . - . I 10. CONTRACTOR TO GRADE SITE TO MAINTAIN EXISTING ELEVATIONS TO \ \ MAXIMUM EXTENT PRACTICABLE WHILE GRADING DRIVEWAY& PARKING AREA ,, TO DRAIN TOWARDS PROPOSED CATCH BASINS. . - . - . _- - . - . - . - . - . . - . 11. FIRE SUPPRESSION SYSTEM TO BE DESIGNED BY OTHERS ( _ SHEET NAME: 12. IF SNOW STORAGE AREA CAPACITY IS EXCEEDED, ALL EXCESS SNOW SHALL - �2. ft Oft BE REMOVED FROM THE SITE. 13. PROPERTY SHALL UTILIZE PRIVATE TRASH REMOVAL WITH NO EXTERIOR 1.5 f t TRASH RECEPTACLES. 14. CONTRACTOR TO CLEAN AND PROVIDE CCTV OF EXISTING SEWER SERVICE AND DRAINAGE SYSTEM IN JEFFERSON AVE. CCTV OF DRAINAGE SYSTEM TO - - SHT NO: GO TO THE NEAREST TRUNK LINE. 11 t DR BY: JPB 15. FEMA 100-YEAR FLOOD ELEVATION AT PROPERTY IS ELEVATION 10' 5 6:5 ft �' CHK BY: JPB PROJ NO: 18-002 UTILITY VAN TURNING TEMPLATE ° 10 20FEET DATE: AUGUST2018 SCALE= 1"=10' SCALE = 1".10' "- ' SCALE: 1 NOTES: 1. BASE MAPPING OF THE PROJECT SITE IS THE RESULT OF AN ON-THE-GROUND SURVEY ENTITLED"PLOT PLAN"BY C.L.G.ASSOCIATES OF 3 BOSTON STREET, SALEM,MA DATED APRIL 14,2018. 2. LOCATIONS OF BUILDINGS,UTILITIES,AND OTHER SITE FEATURES SHALL BE CONSIDERED APPROXIMATE AND MUST BE FIELD VERIFIED PRIOR TO NORTH CONSTRUCTION. 3. LIGHTING FEATURES AND CALCULATIONS WERE PROVIDED BY ILLUMINATE OF ■ 44 SIXTH ROAD,WOBURN,MA. - �* ENGINEERING & CONSTRUCTION &.0 d-.o &.0 0 o d-.o d7.o o It.0 o d-.o d.o 0 0 &.0 0 o o 0 &.0 o d7.o 0 (.0 &.0 (.o 0 &.0 141 PINE STREET DANVERS, MA 01923 WWW.goBEC.ORG d.0 0 0 o d-.o 0 d-.o 0 rt.0 d-.o &.0 0 d-.o o 0 d7.o (t.o 0 &.0 d.0 d.0 0 0 d.o d.0 o d.1 d.1 d.2 6.2 2 d.1 d.1 0 0 ` o x 44 Sixth Road d.0 d.o d.0 d.1 d.1 d•.o d'.0 d.0 d.0 d.o d.0 d.0 d.0 d'.0 d.0 d.0 d-.o d.0 d.0 d'.0 d•.0 (1.0 d.0 d.0 d-.0 1 (.2 2 3 � d7.2 2 1 1 1 0 Woburn, MA 01801 6. (781) 935-8500 L ..: x 333 Pleasant Valley Road r, �.0 6.0 P d'.Q dF.1 d-.2 d.1 d.0 &.0 &.0 &.0 &.0 d.0 &.1 &.1d...1 6.1 d•.1 &.0 0 d.0 &.0 d7.0 d.0 d-.2 6.4 6.5 6.5 .5 d.4 6.3 % r�d.2 &.1d•1 d.1 South Windsor, CT 06074 (860) 282-0597 CLE ._. _ __ .. ........ _._....-......._._.. .......................___.._.___ .-..-....___-_. ..................______.______---_..__.___. -- - -- - _ - / , ( n1 /�...�.. (� �,`�/ -� x PROJECT TEAM 1 �)` %�; G`b -, -Z x 6.4 6.2 6.2 d.1 (r.l 7 . 4 w \ 6.1 6.1 6.1 _6.2� ` i7- 3'"- Z--. 6 7......... 6.5 6-.2 6.2 6.2 6.2 6.2 6.3 6.3 6.3 6.4 6.4 6.3 6.3 6.3 6.3 6.3 6.4 6.3 6.4 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.2 6.3 6.2 6.2 6.2 6.2 6.9 1.0 1.1 1.2 1.0 6.8 J\ 6.1 6 3` 6.2 6.3 6.,5 6.8 t.1 . 0.9 6.4 b_,_5__ 6.& 6i 5_ - �1.4 ...._:__6:5 6.7 6.8 6.8 6.8 6.7 6.b (�.6 6:8 6.9 6.8 6.7 6 7 6.7 6:7 6.7 6.7 6.7 6.7 6:7 6.6_ _ �7 6 _.._....{�.5...... 6:5-..-- -6 5 6,.4' t.3 t.4 t.6 t.8 w w \ - - .a X <\ C) \ 5 1 .8 r 6tT l 6.2 6.3 6.5 6.7 t.2 1.8 �.9 1.1 1.0 1.2 t.8 1.8 1.5 t.9 t.6 t:3-_-._.1,.4 2.0 L,,,o _� 5 1.7 1.7 1.7 1.5 1.5 1.6 1.9 t.9 1.7 1.7 1.8 1.9 1.6 1.5 1.3 1.3 1.1 1.0 1.8 2.1 2.3 '2.5 2.1 _ r.... } _.. ......---....... ....._.._........ _- - ..... ..-- - _ _. -..._.....__... ... .. x 1.6 1.2 6.9 6.( .3 .2 d.1 d.1 r� \� ---- _ d• 5 d- d' 6. \ tl r3,r 6.3 6.5 6.9 1.8 2.4 .5 1.8 t.6 1.9 2.2 2.2 2.1 2.4 2.3 1.9 2 _1 `°E I .� r`: ?. '( '3.9 :0-___ .2 A.0 �1.7 .5 6.8 5.9 4.8 4.8 5.9 4.0 .2 4.9 .7 " .0 2 5---._ 3.0 2.6 1.'6 ' .0 2.9� 2.2 O O 6 9 6 '..J - __ ` ____..� Cf) Cf� 10, ry �_ r-77 __.. 6.0 i:� 6.4 6 7 1.7 1.8 \ � � \ \ \ � � \ \ � r �� .- \ , ( 1.8 1.4 1.0 6. w W ., 5 1 C . 1 \� 6.0 6. C6; t7 WI-2 6.3 �, .7 1.3 % ) I T U ; I _ s o 11 1.8 2.0 2.2 2.0 t.6 1.1 6. V- �-�-- w MH:12 x d.6 6.4 6.2 d.1 d.1 W W -� C 6.0 6. < 0..,3 6.6 1.3 ' !^WL2 `} WI-2 .7 >#� 2.0 2.3_ ..-2 5 ;1 i f \ .fir/ ,. .7 r MH:12 MH: 10 ;1 ,\ 2.3 1.8 1.3 6.S ':X �^^ V) PROJECT INFO 6.1 6. 'i 7 1.3 9 2.2 5.0 3.0 2.9 I` I�r� , 2.5 1.9 1.4 6. 6.7�\ 6.4 6.3 6.2 &.1 x U . \\ \X 6.2 t�\ L- l\ ! �'-� I I` P \ {...� .9 2'.4 5.4 4.0 6.4 2.7 2.0 1.4 1. �_, . `J> 3 I IN l y 6. 6.5 d.3 d.2 d.1 S' 6 .0 2.5 �.4 4.1 �.6 2.7 2.1 1.5 1. _ - --1.4 �.4 �.5 6.2 2.7 2.2 1.7 1. \� \ -- WL1 &. I 6.5 6.3 6.2 d.1 FT1 MH: 18 x .7 ' .1 2.5 2.9 �.1 2.8 2.3 1.7 1. �.� 0 ' .9 2.6 2.9 �.1 2.8 2.3 t.6 t.1 - f (t.5 ( 6.3 d.2 d.1 r �\� \ % _ 8 j 2.8 2.7 3.� .2 2.7 2.1 1.6 1� IJ . 6.5 6.3 6.2 d.1 \\ r _ - .7 .0 .5 .9 1�.4 �.6 4.3 �.6rI REV DESCRIPTION DATE ` 1.4 d•4 -----✓ d.3 6.2 &.1 t, �4 0 2 1 �-..� - e� OF 1 2.5 1.9 1.3 6. ss9 WI-2 rT„ d• 6 �.4 `\, ../ d'.2 ("�.~I d{2" r__.. 1 �' N MH:10 , rn \fl l \\ / \ 1 ;:w 1 5.1 2.2 2:4 2.6 2.3 1.8 1.2 6. ; � � o BR K L.1I`' �•. i � .7 �.0' 1.9 2.i 2.3P� a r_ v i I I ��> ��,� x 2.0 1.6 1.2 6. -z--� @ ('� 7 /;�.' � / d 6 6.4 6.2 dliJ � ��1 `� � �al�G �> \ J\^ / L:(r1 j,rr 7 1.8 1.9 2.2 2.1 � C) r} r' I Y, r� -��>> > '> 1.8 1.4 1.1 6. _ �.. } - p� NN\ r ��' � L �,! '•~\ �) - .0 5.3 5.0 2.7 3.1 .2 .4 3.0 6.0 .3 .1 3.2 2.7 3.1 3.4 2.9 1.6 2.4 2: / 2.8 2.\8- 2.2 (� 5 6.3 6.2 �d 1.6 1.2 6.9 6. C) I STAMP: \ / 6.8 1.3 1. 3,.0.- 2.�I 1,8 �.5 4.7 4.2 �.7 �.7 4.6 4.8 �.8 �.8 3.9 5.1 �.4 �_.8---'2 4 �..0_.. 2:6 _. 2._7 --..2:5._-2.r5 2.1 X �'� Luminaire Schedule \ ............. __ ..----- ------- - ------.._,__ .. �)_.... d'.5 d.3 6.2 &.(P 6.1 Label Qty. Arrangement LLF Description Temperature (K) Lum.Watts Lum. Lumens \ - C7I 6.6- _ -6: 6:8 1.0 1.2 1.1 1.0 1.3 1.6 t.6 1.3 1.3 1.6 1.7 1.3 1.1 1.1 1.2 1.0 6.8 1.5 t.8 1.9 1.9 1.7 WI-1 3 Single-Wall Mount 0.9 LNC3-24L4K-075-4-U 4,000 59.9 5740 ` ' '' ._._.__t;_1_.I�� I _ _-.._.__.._... _.._.... > 1 .._ WL2 11 Single-Wall Mount 0.9 LNC2-12L-4K-035-2 4,000 13.8 1506 -- 1 \ f r <� -` % \� =� ( _) ( } 6.4 6.4 &.4 d.5 l.J. �} &.5 &.5 6.4 � } 4 L�... �j d•4 (� , �13 6.3 t.0 t.2 t.2 �� ' �.1 6.7 d.4 6.3 d.2 d.1 0•�1 r •\ A ) f� 1/y, LIGHTING V r � I Calculation Schedule \\ '- Label Calc-Typ Units Avg Max Min Avg/Min Max/Min - _ � �-� PLAN DRIVE-LANE Illuminance Fc 1.87 6 0 N.A N.A 1 d.1 d.1 d.1 d.1 (-.1 d'.1 d-.1 d•.1 d-.1 d.3 d-.5 6.7 6.7 &.7- - 6.5 �.4 6.2 �.1 d.1 1 PARKING SPACES Illuminance Fc 1.47 2.8 0.6 2.45 4.67 APILL LIGHT Illuminance Fc 0.11 1.2 0 N.A. N.A. "T'I \\� Q0 SHEET NAME: 0 d.0 d.0 &.0 d-.0 &.0 &.0 &.0 d-.0 d-.1 6.2 6.3 &.4 d-.3 6.3 &.2 6.2 X", &.0 &.0 0 &.0 6.0 &.0 &.0 &.0 d.1 cY.1 d-.2 6.2 6.2 6.2 6.2 d7.1 &.1 &.1 &.0 .. r -7 SHT NO: DR BY: JPB 5 0 10 20 FEET CHK BY: JPB SCALE= 1":10' PROJ NO: 18-002 DATE: AUGUST 2018 SCALE: 1"=10' NORTH Planting Schedule Symbol Quantity Latin Name Common Name Size Spacing AA 3 Acer Rubrum 'Armstrong' Armstrong Red Maple 3.5-4" Cal. 6'Clear ...........................................................................................................................................................I........................................................................................................................................................................................... IS 8 Ilex Crenata Steeds Steeds Holly 3'Tall RF 62 Rudbeckia Fulgia 'Goldsturm' Black Eyed Susan 1 Gal. 181, O.C. ....................................................................................................................I................................................I.......................... ......................*"********............................................. ....................... PA 27 Peenisetum A.'HameliHamelin Fountain Grass l 1 Gal. 24" O.C. ® � ENGINEERING & CONSTRUCTION NOTE: 141 PINE STREET 1. VARIANCE REQUIRED FOR SECTION 8.5.2.1 & 8.5.2.2 OF THE CITY OF SALEM DANVERS, MA 01923 ZONING BYLAWS. WWW.goBEC.ORG x A MULCH BED JP PROPOS40 BITUMINOUS — CONCRETE DRIVEWAY .... ....... x -7 Q-) 6 .0 U ......................................... Z. 7� ---------- 05"04 PROJECT TEAM 150'LANDSCAPE OFFSET F_ C) x CIO r] Uj Lij x > > )< X0 C/) U) r1000 ry 2E J, 7 .0 <\ 75 x U_ UL LL. LL_ LU F x \ . ( �- 1. 1 ---*s Uj Uj < < EXISTING PROJECT INFO �3 B U I LD I N Z_ 'N ir .L 5OR F 2 RF 2 RF 2 RF 0 8 SM 1 AA �5 `_9� B? 6 , \ 4- [\J V 2 RF DMH N R1 PEER REVIEW COMMENTS 10.04.18<\ < REV DESCRIPTION DATE I IN I V xxx (j) x 177 _9 S 1+ N M H o BR K .4 > 45, 2 RF At Q� AL is,TYP. x v" } \ \i�7 \ 2RF X 1 8. 1 + STAMP: __)�/L........ ........ r ................. 73 1 AA 21 PA LANDSCAPE ��r ;t !�- ���.�. � �� � PLAN 7, _T1 SHEET NAME: NIS U SHT NO: DR BY: JPB 5 0 10 20 FEET CHK BY: JPB SCALE 1":10' PROJ NO: 18-002 .27 DATE: SEPTEMBER 2018 SCALE: 1"=10' z NORTH k S ENGINEERING & CONSTRUCTION 141 PINE STREET 4` DANVERS, MA 01923 WWW.goBEC.ORG X 6 . 5 VEHICULAR EVACUATION ROUTE DURING CAL 1-WAY TRAFFIC PATTERN \ \ 6 . x_ . E C3 Ca ' / ..J, ,.� ',_it t�� r -- _ __-........................_......._.._ ......_- -- _ __ ...... \ _ 1 1 7 4 : l .� 7 } c \: c_.. . ) TEAM PROJECT \ Fq7 \ _ < __ . x J \ f f _ rn / rl \ n . ; G f r _ 0 , r _ r Q\ f Q• S F-r� \ I I I C I I I I cn 2 a \ -- 4 a x T- ` \ EXISTING r\ PROJECT INFO 'Cl) ; \ 'BUILDING _ � r \\ \ \ X \ I I . 7 . \ 117 \ V • ' \ > \ MH Qo • / .,• rl v/\ } \ x REV DESCRIPTION DATE \ - I XT GENERAL NOTES �> ' \\\ \ I I I I I I I I I I-f- `) OFMgS � \ D M N 1. OWNER AND/OR TENANTS WILL NOTIFY PATRONS AND EMPLOYEES OF A �o� FLOOD EVENT AND TO EVACUATE THE BUILDING AND PROPERTY AS SOON AS i �,� , _.._ ;,> , ?. �,., 1I I oBR K POSSIBLE. r J i \ t' PEDESTRIAN EGRESS ROUTE 99 2. VEHICLES EVACUATING THE SITE DURING A FLOOD EVENT SHALL FOLLOW THE TYPICAL ONE-WAY TRAFFIC PATTERN FOR THE SITE AS NOTED ON THE PLANS. \ y"' ` "' ` 3. PEDESTRIANS EVACUATING THE SITE SHALL UTILIZE PROPOSED EXITS AND \ ROUTES NOTED ON THE PLAN. AFTER LEAVING THE PROPERTY <� EVACUATION OUT \ • L ' �! .� PEDESTRIANS SHOULD SEEK HIGHER GROUND TO AVOID FLOOD WATERS. ' / _ �'j { STAMP: IE ,l 136 . 43 ' FLOOD \ IF \ rO p• \. I MITIGATION \�\ \f - PLAN SHEET NAME: SHT NO: DR BY: JPB 5 0 10 20 FEET CHK BY: JPB SCALE = 1":10' PROD NO: 18-002 DATE: SEPTEMBER 2018 SCALE: 1"=10' GRATE <D> LP �ED " " 36"WOODEN STAKES 1" REBAR FOR LIFTING 0'O.C. AND REMOVAL A C B 45'BEND NORTH Q DUMP STRAP SILT SOCK(12"TYP.) o BLOWN/PLACED ` 12" f FILTER MEDIA ,f SILT SACK A TO BE PROTECTED 12" - COMPACTED SUITABLE ; F WORK AREA 30°MIN. ENGIBACNFILL EER ENGINEERING AS DIRECTED BY �y p CATCH BASIN STRUCTURE Z 1=III-III-1 I-1 I i-III. •I•I=III=III=III=III=III=III=III=III \` 45•WYE OR TEE ENGINEERING & CONSTRUCTION ' I I I i—I I I=I I I—I I I—I I I—I I I—I I I—I I I— III=1I I=1I I=III=III I I=1I I=1 I1=1 I I-1 11=1 11=1 11=1 I I- \ \ ` �/ \ 141 PINE STREET _ _ I I—I I—III—III=1 I=1 i=1 1= E —I I—I I—I I I—I I—I I—I I—I I=III— — _ COMPACTED 3/4"CRUSHED DANUERS, MA 01923 =III— III=III—III—III—III— \\ \ STONE WWW.goBEC.ORG -1 I I—III—I I I—I I I=1 — I I=III=I I I— PER TRENCH 6"MIN.COMPACTED 3/4" \\ \\ DETAIL CRUSHED STONE ENVELOPE PERMANENT AROUND PIPE \ NOTE: SECTION /\//� �/. I /i / NOT TO SCALE NOTES: NOTES: 1. INSTALL SILTSACK PER MANUFACTURER'S INSTRUCTIONS AND • PIPE DIAMETERS MAY VARY,SEE TYPICAL PIPE TRENCH DETAIL, RECOMMENDATIONS.EMPTY OR REMOVE SEDIMENT FROM OA EXISTING PAVEMENT THIS SHEET. SILTSACK WHEN RESTRAINT CORD IS NO LONGER VISIBLE. 2"X 2"X 36"WOODEN STAKES CLEAN,RINSE,AND REPLACE AS NEEDED. PLACED 10'O.C. OB SAWCUT,TACK COAT EDGES(TYP) • WHERE 30•MINIMUM ANGLE BETWEEN SEWER CONNECTION SEAL JOINTS BY INFRARED TECHNIQUES AT THE SEWER MAIN AND THE VERTICAL CANNOT 2. SILT SACKS TO BE INSTALLED AND MAINTAINED DURING BE MAINTAINED,PROVIDE A PRECAST SEWER CHIMNEY. CONSTRUCTION OPERATIONS. 1 1/2"BIT.CONC.TOP COURSE O2 1/2"BIT.CONC.BINDER COURSE OR MATCH EXISTING PAVEMENT SECTION IF>4". IF STAKE IS CUT OFF FLUSH OR SLIGHTLY BELOW GRADE, SILT SACK INLET PROTECTION :• TOP OF PROVIDE"x 4"TOO PROVIDE METAL DETECTABILF TWO 16d.GALV.SPIKES E�INTO NOT TO SCALE SILT SOCK(12"TYP.) OD 12"GRAVEL BORROW O FINAL BACKFILL PER TRENCH DETAIL PROJECT TEAM HORIZONTAL SEWER CONNECTION V :.. PAVEMENT DETAIL --� NOT TO SCALE J NOT TO SCALE CAST IRON CLEANOUT COVER AT W W FINISH GRADE GRADE IN PAVEMENT. PVC SDR AREA WATER FLOW PROTECTED BE O 26 PUSH ON CAP 6"BELOW _ > GRADE IN GRAVEL OR GRASS Q THREADED MALE CAP,SCH.40 r PVC CONNECTED TO SDR 35 PIPE WORK AREA STANDARD MANHOLE RING & COVER A O O O v WITH SDR 35 TO SCH.40 PVC IDENTIFYING COVER, DRAIN OR SEWER ADAPTOR B MH RING MANHOLE B Cn U) USE FOUR 3/8 INCH ANCHOR & COVER 1 —00 L.J..4"THICK BY 4"SQUARE RIGID ® BOLTS TO BOLT FRAME TO SPACER. INSULATION WITH PIPE SLEEVE —— USE ROPE MASTIC SEAL BETWEEN CUT OUT PLAN uj UJI 2'-0" PIPE I PIPE C FRAME & SPACER. C j NOT TO SCALE ECCENTRIC \ / tt ,, LL 1..1.E 24"COMPACTED GRAVEL TAPER UNIT ••' ALL AROUND 10"SDR 18 PVC PIPE ;•.;. . . / SLEEVE ❑• ' � .'•�: •• �\� TOP VIEW SILT SOCK SEDIMENT CONTROL A CJ� v o• / \ CTINFO NOT TO SCALE 'i HEIGHT ALL LIFT HOLES WHICH COMPLETELY PR JE \, 4' VARIES PENETRATE THE MANHOLE SHALL BE DIAMETER FILLED WITH NON-SHRINKING GROUT COMPACTED 3/4" NOTES: ALL EXTERNAL JOINTS SHALL BE SEALED �.. CRUSHED STONE 12" \ RISER UNIT WITH NON-SHRINKING GROUT MIN.ALL AROUND RISER 45•PVC BEND 1 1. WRAP BEDDING IN STABILIZATION FABRIC.STABILIZATION FABRIC MAY BE OMITTED,AS ' TO POINT WHERE RISER I BECOMES VERTICAL DIRECTED BY ENGINEER,IN INSTANCE WHERE EXISTING SOILS AT THE TRENCH BOTTOM AND STEPS 16" WYE OR 45°BEND AT END SIDEWALLS ARE SUITABLE GRANULAR MATERIAL. TON CENTER MANHOLE STEPS ALONG A VERTICAL WALL OVER OF LINE LOCATIONS / 2. MAINTAIN UNIFORM TRENCH WIDTH TO 6"ABOVE TOP OF PIPE. THE EFFLUENT PIPE AND VERTICALLY ALIGNED F-� 3. BRACING AND SHEETING OR OTHER TRENCH PROTECTION TO BE PROVIDED TO MEET 10" MINIMUM 12" APPLICABLE O.S.H.A.SAFETY REGULATIONS.ALL SUCH TRENCH PROTECTION TO BE BASE UNIT 0-RING OR BUTYL RUBBER JOINT � ?\ l c ? '=` ` RESPONSIBILITY OF CONTRACTOR.CONTRACTOR TO PROVIDE SHOP DRAWINGS OF TRENCH . 10 - ' SUPPORT SYSTEMS ENDORSED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF I ' 2 MASSACHUSETTS. PIPE .. I PIPE INVERT ' PIPE 8" MAXIMU •�• }; BRICK & CONCRETE INVERT / �/ /' / 12" BEDDING ( "STONE) < SEE PAVEMENT DETAIL 12" .. 4'-0" ,, \ \ 4 O2 EXCAVATION PAY LIMIT SECTION B—B NOTES: 8 / / / 1. ALL MANHOLE CONNECTIONS SHALL BE PREFABRICATED OR CORED j�/�\�\ O3 WARNING TAPE CENTERED ON PIPE 18"-24' WITH A CONCRETE CORING MACHINE. ABOVE PIPE 2. ALL MANHOLES SHALL BE VACUUM TESTED. SECTION A—A io -a - h 5 4. PROVIDE A MINIMUM 0.1 FOOT IN-OUT DROP FOR STRAIGHT RUNS = COMPACTED PIPE AND STRUCTURE AND 0.2 FOOT IN-OUT DROP FOR ANGLE RUNS. L W p ctic �' _ O BACKFILL MATERIAL C L EA N O U T DETAIL a o REV DESCRIPTION DATE NOT TO SCALE - J 6 O PIPE SIZES AS SHOWN ON PLANS \Jc: 1 © 3/4"COMPACTED CRUSHED STONE STANDARD PRECAST CONCRETE PF M'9`SS O STABILIZATION FABRIC(SEE NOTE 1) MANHOLE DETAIL 18. ' O.D. 18" - / MIN. PIPE MIN. ® SUPPORT OF EXCAVATION (CONTRACTOR DESIGNED) FINISHED ROAD GRADE NOT TO SCALE BR K i" 7 /\ CASCADE GRATE SET CASTING IN GROUT AND GROUT ALL C� PROPERTY J 4 O EXISTING UNDISTURBED MATERIAL AROUND TO 4"ABOVE FLANGE(UNLESS g9 ADJUSTABLE SERVICE LINE BOX(SET FLUSH WITH SURFACE) j SAWCUT AND TACK COAT(TYP. GRANITE CURB SHALL BE CUT AS OTHERWISE NOTED) �Q Q '. 10 REQUIRED TO SET CATCH BASIN O,�y G/STUSE FINISH GRADE NEEDBED TO BRING COURSES AS �`� oNAL TOP OF CURB VANHOLE RIM TO REQUIRED IL SEWER AND STORM DRAIN TRENCH CLASS A CONCRETE ELEVATION (MAX 3 COURSES OFBRICK) � j` (REFER TO GRANITE SEAL INSIDE AND OUTSIDE OF ,. NOT TO SCALE CURB DETAIL) BRICK WITH HYDRAULIC CEMENT 8" MINIMUM • :" STAMP: THICKNESS : '• ..: ;.:; .;;�; . (H20 LOADING) I OUTLET PIPE GRANITE CURB SHALL BE CUT AS 5'O"(MIN.) 2'-0" I REQUIRED TO SET CATCHBASIN 24" SLAB OPENING WITH SLEEVE TYPE *.� Fa •: CASCADE GRATES (DOUBLE) COUPLING TO EXISTING 4'-0" PER SPECIFICATIONS. SEE SERVICE PIPING HOOD OR INSERT _ _____ CATCH BASIN NOTE 4 AS REQUIRED I _ DETAILS STANDARD PRECAST BARREL _ ____ A \ _ HOOD OR INSERT A COPPER TUBING SECTION COMBINATIONS OF \r 1',2'3 OR 4 LENGTHS AS - -- NEEDED TO BRING CATCH BASIN FLEXIBLE WATERTIGHT SLEEVE L� —� I FLOW RIM TO REQUIRED ELEVATION " �,' REQUIRED FOR PVC AND DI. USENON SHRINK 4 ROUT FOR RCP BUTYL RUBBER JOINT :� y;• CONNECTIONS. CAST OPENING ` IILL CURB STOP (TYP.) WITHOUT DRAIN fir, .. IN STRUCTURE (TYP) / CORPORATION STOP SEAL ALL AND EXTERIOR JOINTS 6'-0" MINIMUM .� OUTLET PIPE If SUMP DEPTH STANDARD PRECAST � CONCRETE WITH HYDRAULIC CEMENT UNLESS OTHERWISE NOTED BASE IN 3' LENGTHS (MIN) LEVELING BLOCK WATERMAIN 5" MINIMUM SHEET COAT WITH(2)COATS WALL THICKNESS PLAN OF BITUMINOUS i' �• DAMPROOFING NOTES: SEAL ALL HOLES WITH07 HYDRAULIC CEMENT 6" MINIMUM � ,•; ;. •;. .:� •�.. , i, .• .'y 1. ALL JOINTS SHALL BE COMPRESSION TYPE. THICKNESS oo000°000000000°0000000000000000000°00000°00000000c 2. COPPER TUBING SHALL BE BACKFILLED WITH SAND BY HAND TO 6"ABOVE COPPER TUBING AT ;00000000000000000000000:0:0:0:0:0:0:0000000000000� 000000000000000000°0°0°0°0°0000000000000000000000°��_ 12" (MIN) OF 3/4" CRUSHED STONE 98%COMPACTION. 0000000°0000000000°°0°°0°°0°°0°°0°°O°0°00°00°00°00°00000000000000°° BEDDING UNLESS OTHERWISE o 0 0 0 o NOTED 3. CORPORATION STOP LARGER THAN ONE INCH SHALL HAVE A SADDLE. UNDISTURBED EARTH SHT NO: WATER SERVICE CONNECTION SECTION A—A DR BY: JPB NOT TOSCALE STANDARD PRECAST CONCRETE CHKBY: JPB CATCH BASIN DETAIL PROJ NO: 18-002 NOT To SCALE DATE: AUGUST 2018 SCALE: AS NOTED CULTEC CONTACTORO 100HD CHAMBER PRODUCT SPECIFICATIONS CULTEC HVLV®SFCx2 FEED CONNECTOR MODEL 1 OORHD STARTER GENERAL 6.0"[152 mm] DIA. C SMALL RIB LARGE RIB ULTEC CONTACTOR 10OHD CHAMBERS ARE DESIGNED FOR UNDERGROUND STORMWATER MANAGEMENT.THE CHAMBERS MAY GENERAL INSPECTION PORT BE USED FOR RETENTION,RECHARGING,DETENTION OR CONTROLLING THE FLOW OF ON-SITE STORMWATER RUNOFF. CULTEC HVLV SFCx2 FEED CONNECTORS ARE DESIGNED TO CREATE AN INTERNAL MANIFOLD FOR CULTEC CONTACTOR 100HD STORMWATER CHAMBERS. Li Li CHAMBER PARAMETERS O O o e e o e o 0 0 0 0 0 0 0 1. THE CHAMBERS WILL BE MANUFACTURED IN THE U.S.A.BY CULTEC,INC.OF BROOKFIELD,CT(203-775-4416 OR 1-800-428-5832). CHAMBER PARAMETERS 1. THE CHAMBERS WILL BE MANUFACTURED BY CULTEC,INC.OF BROOKFIELD,CT,(203-775-4416 OR 2. THE CHAMBER WILL BE VACUUM THERMOFORMED OF BLACK POLYETHYLENE. 1.800-428-5832) 3. THE CHAMBER WILL BE ARCHED IN SHAPE. 2. THE CHAMBER WILL BE VACUUM THERMOFORMED OF BLACK HIGH MOLECULAR WEIGHT HIGH DENSITY NORTH POLYETHYLENE(HMWHDPE). 4. THE CHAMBER WILL BE OPEN-BOTTOMED. 36.0"[914 mm] 3. THE CHAMBER WILL BE ARCHED IN SHAPE. 5. THE CHAMBER WILL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD.CONNECTIONS MUST BE FULLY MODEL 100EHD MIDDLE/END SHOULDERED OVERLAPPING RIBS,HAVING NO SEPARATE COUPLINGS OR SEPARATE END WALLS. 4. THE CHAMBER WILL BE OPEN-BOTTOMED. 5. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV SFCX2 FEED CONNECTOR SHALL BE 7.6 INCHES SMALL RIB LARGE RIB 6. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC CONTACTOR 100HO SHALL BE 12.5 INCHES(318 mm)TALL,36 INCHES (914 mm)WIDE AND 8 FEET(2.44 m)LONG.THE INSTALLED LENGTH OF A JOINED CONTACTOR 10OHD SHALL BE 7.5 FEET(2.29 (194 mm)TALL,12 INCHES(305 mm)WIDE AND 19.7 INCHES(500 mm)LONG. o 0 0 0 0 0 0 0 0 0 o e o m)' 6. THE NOMINAL STORAGE VOLUME OF THE HVLV SFCX2 FEED CONNECTOR WILL BE 0,294 FT3/FT(0,027 m3/m)• 010 7. MAXIMUM INLET OPENING ON THE CHAMBER END WALL IS 10 INCHES(250 mm). WITHOUT STONE. Iffil 011 8. THE CHAMBER WILL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLV®SFCX2 FEED CONNECTORS TO CREATE AN 7• THE HVLV SFCX2 FEED CONNECTOR CHAMBER SHALL HAVE 3 CORRUGATIONS. O 96.0"[2438 mm] ENGINEERING & CONSTRUCTION a INTERNAL MANIFOLD.THE NOMINAL INSIDE DIMENSIONS OF EACH SIDE PORTAL WILL BE 5.75 INCHES(148 mm)HIGH BY 7.5 8. THE HVLV SFCX2 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO OPEN END WALLS INCHES(191 mm)WIDE.MAXIMUM ALLOWABLE OUTER DIAMETER(O.D.) PIPE SIZE IN THE SIDE PORTAL IS 6.9 INCHES(175 mm). AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS.THE UNIT WILL FIT INTO THE SIDE PORTALS OF THE CONTACTOR 10OHD STORMWATER CHAMBER AND ACT AS CROSS FEED CONNECTIONS CREATING AN INSTALLED LENGTH=90.0"[2286 mm] 141 PINE STREET 9. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV SFCX2 FEED CONNECTOR SHALL BE 7.6 INCHES(194 mm)TALL,12 INTERNAL MANIFOLD. INCHES(305 mm)WIDE AND 19.7 INCHES(500 mm)LONG. 9. THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED ACCORDING TO CULTECS 45.0"[1144 mm] 45.0"[1144 mm] F ne DA nAANV�ERS, MA 01923 10. THE NOMINAL STORAGE VOLUME OF THE CONTACTOR 10OHD CHAMBER WILL BE 1.866 FT'/FT (0.173 m'/m)-WITHOUT RECOMMENDED INSTALLATION INSTRUCTIONS. VY VV V Y.goBEC.ORG STONE.THE NOMINAL STORAGE VOLUME OF A JOINED CONTACTOR 100HD SHALL BE 13.995 FT'/UNIT(0.396 m'/UNIT)- 1o.THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9ooL2008 CERTIFIED FACILITY. SMALL RIB LARGE RIB WITHOUT STONE. 4.5"[114 mm]DIA. 11. THE NOMINAL STORAGE VOLUME OF THE HVLV SFCX2 FEED CONNECTOR WILL BE 0.294 FT'/FT(0.027 m'/m)-WITHOUT STONE. CULTEC NO.66TM'WOVEN GEOTEXTILE 12. THE CONTACTOR 1001-113 CHAMBER WILL HAVE FIFTY-SIX DISCHARGE HOLES BORED INTO THE SIDE WALLS OF THE UNIT'S GENERAL 12.5"[318 mm] CORE TO PROMOTE LATERAL CONVEYANCE OF WATER. ,, o 0 0 0 0 0 0 0 0 It. 0 0 CULTEC NO.66 WOVEN GEOTEXTILE IS UTILIZED AS AN UNDERLAYMENT TO PREVENT SCOURING CAUSED BY WATER MOVEMENT WITHIN THE CULTEC CHAMBERS AND FEED CONNECTORS UTILIZING 6.0"[152 mm] 13. THE CONTACTOR 10OHD CHAMBER SHALL HAVE 16 CORRUGATIONS. THE CULTEC MANIFOLD FEATURE. 14. THE ENDWALL OF THE CHAMBER,WHEN PRESENT,WILL BE AN INTEGRAL PART OF THE CONTINUOUSLY FORMED UNIT. GEOTEXTILE PARAMETERS SEPARATE END PLATES CANNOT BE USED WITH THIS UNIT. 18.0 [457 mm] 1.THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC,INC.OF BROOKFIELD,CT.(203-775 4416 OR 1�00 428.5832) SIDE PORTAL FOR OPTIONAL 15. THE CONTACTOR 100RHD STARTER UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO FULLY FORMED INTEGRAL 2.THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE. INTERNAL MANIFOLD ENDWALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. 3.THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH OF 315 LBS(1.40KN)PER ASTM D4632 TESTING METHOD. (ACCOMODATES CULTEC HVLV 16. THE CONTACTOR 100EHD MIDDLE/END UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL 4.THE GEOTEXTILE SHALL HAVE A TENSILE ELONGATION RESISTANCE OF 15%PER ASTM D4632 TESTING METHOD. CULTEC CONTACTOR 10OHD CHAMBER STORAGE= 1.866 CF/FT[0.173 m-1/m] SFCX2 FEED CONNECTOR OR END WALL AND ONE FULLY OPEN END WALL AND HAVING NO SEPARATE END PLATES OR END WALLS. INSTALLED LENGTH ADJUSTMENT=0.5'[0.15 m] 6.9 INCH[175 mm]MAX.O.D. PIPE) 5.THE GEOTEXTILE SHALL HAVE A MULLEN BURST RESISTANCE OF 600PSI(4138 KPA)PER ASTM D3786 TESTING ALL CONTACTOR 100HD HEAVY DUTY UNITS ARE MARKED WITH A COLORED 17. THE HVLV SFCX2 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO OPEN END WALLS AND HAVING METHOD. NO SEPARATE END PLATES OR SEPARATE END WALLS.THE UNIT WILL FIT INTO THE SIDE PORTALS OF THE CONTACTOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. 10OHD AND ACT AS CROSS FEED CONNECTIONS. 6.THE GEOTEXTILE SHALL HAVE A TEAR RESISTANCE OF 115 LBS(0.51 KN)PER ASTM D4533 TESTING METHOD. 18. CHAMBERS MUST HAVE HORIZONTAL STIFFENING FLEX REDUCTION STEPS BETWEEN THE RIBS. 7.THE GEOTEXTILE SHALL HAVE A PUNCTURE RESISTANCE OF 150 LBS(0.66 KN)PER ASTM D4833 TESTING METHOD. PROJECT TEAM 8.THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE RESISTANCE OF 900 LBS(4.00 KN)PER ASTM D6241 TESTING 19. THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED ACCORDING TO CULTEC'S METHOD. r RECOMMENDED INSTALLATION INSTRUCTIONS. 9.THE GEOTEXTILE SHALL HAVE A UV RESISTANCE OF 70%0 500 HRS.PER ASTM D4355 TESTING METHOD. CULTEC CONTACTOR 10OHD HEAVY DUTY THREE VIEW `•�•/20.HEAVY DUTY UNITS ARE DESIGNATED BY A COLORED STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. 10.THE GEOTEXTILE SHALL HAVE A PERMITTIVITY RATING OF 0.05 SEC-1 PER ASTM D4491 TESTING METHOD. 21.THE CHAMBER WILL HAVE A RAISED INTEGRAL CAP LOCATED ON TOP OF THE ARCH IN THE CENTER OF EACH UNIT TO BE 11.THE GEOTEXTILE SHALL HAVE A WATER FLOW RATING OF 4 GPM/FT2(160 LPM/M2)PER ASTM D4491 TESTING USED AS AN OPTIONAL INSPECTION PORT OR CLEAN-OUT. METHOD. 22.THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY CORRUGATION. 12.THE GEOTEXTILE SHALL HAVE A PERCENT OPEN AREA OF<1%PER CW-02215 TESTING METHOD, W W O 13.THE GEOTEXTILE SHALL HAVE AN APPARENT OPENING SIZE OF 40 US STD.SIEVE(0.425 MM)PER ASTM D4751 CULTEC HVLV SFCx2 FEED CONNECTOR 1-2 INCH[25 mm-51 mm]DIA. 23.THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2008 CERTIFIED FACILITY. TESTING METHOD. Q T 24.MAXIMUM ALLOWED COVER ON TOP OF UNIT SHALL BE 12 FEET(3.66 m] 14.THE GEOTEXTILE SHALL CONSIST OF A 100%HIGH-TENACITY,SILT-FILM POLYPROPYLENE YARNS. WHERE SPECIFIED WASHED,CRUSHED STONE CULTEC NO.410 NON-WOVEN GEOTEXTILE QV CULTEC CONTACTOR 10OHD AROUND STONE. TOP AND SIDES Z Z Ir- HEAVY DUTY CHAMBER MIN.95%COMPACTED FILL MANDATORY.BOTTOM PER O 12.0'[3.65 mm MAX. ENGINEER DESIGN - ►� 19.7" [500 mm] �-- 0 0 GENERAL NOTES BURIAL DEPTH PAVEMENT ^ ^ 8.0"[203 mm] MIN. FOR PAVED L.J.. ft CULTEC HVLV SFCx2 C WW 2 1 .0 305 mm FEED CO NNECTOR NECT R CULTEC CONTACTOR = .r_ � 5 m� ,� �� � � ��, 6 152 m PIPE PER ENGINEER DESIGN - � -' -� -�� � -�� ���''� -�"- � -�- W W 10OHD CHAMBER _ .- , � _ � `-� _ O � ,�r= (MAX.O.D.=6.9 INCHES[175 mm]) `' y a� (SEE FIGURE 1) -� � :; �. ', �� 12.5"[318 mm] Ir- CULTEC HVLV SFCx2 PROJECT INFO FEED CONNECTOR r' v �J n s Jy _T_ [ ]M - � _ 6 0' 152 m _ • ��� _ PIPE PER ENGINEER DESIGN INLET STRUCTURE�� (MAX.INLET=10 INCHES[250 mm]) CULTEC NO.66 WOVEN GEOTEXTILE(FOR SCOUR 40.0"[1016 mm]MIN. PROTECTION)TO BE PLACED BENEATH INTERNAL 12.0"[305 mm]MIN. 36.0"[914 mm] CENTER-TO-CENTER MANIFOLD FEATURE AND BENEATH ALL INLET/OUTLET PIPES 7.6" [194 mm] ® DESIGN ENGINEER RESPONSIBLE FOR ENSURING THE T - o® 000`�0000 oo®o o00 00 00�000 - 000 000 0000 000 0000®• REQUIRED BEARING I N AP - 00 0�0 0 00000000 0000 000000000 00o G CAPACITY OF SUB GRADE SOILS(TYP.) 000000�00000000000�000p00;0p000� 0000000000�000 00000000000o FIGURE 1 0 0000000�0�0000000o MAX. PIPE oo�0000000000000 O.D.=6.9 INCHES GENERAL NOTES 7 [175 mm] CONTACTOR 10OHD BY CULTEC, INC. OF BROOKFIELD,CT. WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION STORAGE PROVIDED=3.84 CF/FT[0.82 M1/3]PER DESIGN UNIT. INSTRUCTIONS.ALL CONTACTOR 10OHD HEAVY DUTY UNITS ARE MARKED CULTEC CONTACTOR o REFER TO CULTEC, INC.'S CURRENT RECOMMENDED INSTALLATION WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE GUIDELINES. CHAMBER.ALL CONTACTOR 100 CHAMBERS MUST BE INSTALLED IN 100HD CHAMBER MAXIMUM ALLOWED COVER ON TOP OF UNIT SHALL BE 12.0'[3.66 m] ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL INLET STRUCTURE THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS REGULATIONS. ZOOM OF SIDE PORTAL SHOWING MAX. PIPE O.D. CULTEC TYPICAL INLET CONNECTION '°°o° CULTEC CONTACTOR 10OHD HEAVY DUTY TYPICAL CROSS SECTION CULTEC HVLV SFCx2 1 PEER REVIEW COMMENTS 10.04.18 FEED CONNECTOR REV DESCRIPTION DATE PAVEMENT OR FINISHED GRADE A :, •e.;.�. 24.0"[610 mm]MIN. P`•�N OF4fr PAVEMENT SUB-BASE(WHEN APPLICABLE) SQUARE r� ' : ••;:• •:• ~. NEENAH FOUNDRY MODEL R-5900-A CULTEC HVLV SFCx2 FEED t ;'' [ ] ( EQUAL) DUTY FRAME AND LID PAVEMENT °, ry;�r 0 14.5" 368 mm ORE UAL HEAVY OUTLET PIPE PER PLAN o BR K CONNECTOR WHERE SPECIFIED r ;.;; ,.,� MIN. 95/o COMPACTED FILL tU 99 MIN.95010 COMPACTED FILL CULTEC NO.410 NON-WOVEN GEOTEXTILE PAVEMENT 10.25" 1 -2 INCH[25-51 mm]DIA. p (,`� EQ`�O 4 AROUND STONE.TOP AND SIDES MANDATORY; WASHED,CRUSHED STONE ST [260 mm] CULTEC NO.410 NON-WOVEN GEOTEXTILE AROUND ONAL� _ BOTTOM PER ENGINEER'S DESIGN PREFERENCE STONE. TOP AND SIDES MANDATORY. BOTTOM PER J. 6.0 INCH[150 mm] MIN. DEPTH OF ;+,w `•� INSPECTION PORT ENGINEER DESIGN ot y 1-2 INCH[25-51 mm]WASHED CRUSHED :� ;•''�� '' "•�it: ;'���: 't '�' 12.0 [300 mm] MIN. :�' -4.� ''' »;� ;-:. -. [ J .w�,••.. � � � 8.0" 203 mm MIN.FOR PAVED STONE BENEATH AND ABOVE CHAMBERS ' '` 6.0'[1.8 m]MIN. ..;}k�:•,.,�: •�.•�,; 1. •.�.,._,„ , :w � • �:'� ' i `= 12.0"[300 mm]SDR-35/SCH.40 PVC COLLAR �, • ,r- _ STAMP: CULTEC NO.66 WOVEN GEOTEXTILE TY'y ah„ 1• _: _ �;. R. '3;; ; ;;•. CULTEC CONTACTOR 10OHD =ti• a: �J C p7N <. a a. 4:4 , tf� ; ..}, 4• •T �^l �.�1i, .w�•i.: ` S•ttt•:• a;yt„AF•:\:'Y•I �"w:.,:Y;^ - PLACEDBENEATH FEED CONNECTORS r.- ,:e-� 'i• v-` - HEAVY-DUTY CHAMBER - - ��` �•'" ' - �•• " " cJ � LACED CLASS C CONCRETE N • '• �- _� - - - - - - - j T �' Y '. 6.0"[152 mm]MIN. • - MAINTAIN 6.0"[150 mm]CLEARANCE BETWEEN HEAVY DUTY LID AND PVC CLEAN-OUT CAP ° { 1 .5"[ 1 mm] x a �_ a - 6.0"(152 mm]MIN. 0 0 0 0 6.0"(150 mm]SDR-35/SCH.40 PVC ENDCAP DETAILS 11 10.0'[3.0 m] MIN. CLEAN-OUT ADAPTER W/SCREW-IN CAP CULTEC NO.66 WOVEN GEOTEXTILE \ PLACED BENEATH INLET PIPES S 6.0"[150 mm]SDR-35/SCH.40 PVC RISER ° CULTEC CONTACTOR 100HD 12.0"[305 mm]MIN. 12.0 INCH[305 mm]MIN.WIDTH OF 6.0"[150 mm]SDR-35/SCH.40 PVC COUPLING HEAVY DUTY CHAMBER 1-2 INCH[25-51 mm]WASHED CRUSHED • STONE BORDER SURROUNDING ALL CULTEC NO.66 WOVEN GEOTEXTILE(FOR SCOUR • 7 CHAMBERS TRIM CHAMBER INSPECTION PORT KNOCK-OUT TO PROTECTION)TO BE PLACED BENEATH INTERNAL MATCH O.D. OF 6.0"[150 mm] INSPECTION PORT PIPE MANIFOLD FEATURE AND BENEATH ALL INLET/OUTLET PIPES 6.0"[150 mm] SDR-35/SCH 40 PVC SHEET NAME: y _, (INSERTED 8.0"[203 mm] INTO CHAMBER) PIPE DESIGN AND ELEVATION TBD BY ENGINEER. PIPE TO BE INSERTED 8.0 INCHES[204 mm]MIN. INTO CHAMBER MAX. 10.0 INCHES[250 mm]I.D.ALLOWED IN ENDWALL 0 ff CULTEC CONTACTOR 10OHD HEAVY DUTY PLAN VIEW OPTIONAL INSPECTION PORT - ZOOM DETAIL CULTEC MANIFOLD - OPTIONAL INSPECTION PORT DETAIL SHT NO: DR BY: BTP CHK BY: JPB PROJ NO: 18-002 DATE: AUGUST 2018 SCALE: AS NOTED