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SPR & PUD Approved Plans 132,.I'4�1':Ca��S fi iol T11 w 111100 PLAN INDEX cn 0 DRAWING SHEET co SHEET DESIGNATION LOCATION PLAN (BID SET) C1.1 1 �4 2!-0 �4 z 2 0--q L.I EXISTING CONDITION PLAN (BID SET) C2.1 12 0 ed JEFFERSON AvE z z EXISTING CONDITION PLAN (BID SET) C2.2 DEMOLITION PLAN (BID SET) C3.1 4 DEMOLITION PLAN (BID SET) C3.2 5 GRADING & DRAINAGE PLAN (BID SET) C4.1 6 GRADING & DRAINAGE PLAN (BID SET) C4.2 CANAL STREET GRADING & DRAINAGE PLAN (BID SET) C4.3 UTILITY PLAN (BID SET) C5.1 LAYOUT PLAN (BID SET) C6.1 10 LAYOUT PLAN (BID SET) C6.2 PHOTOMETRIC PLAN (BID SET) C7.1 12 u SITE DETAILS PLAN (BID SET) C8.1 13 Ln LOCUS M P r- SITE DETAILS PLAN (BID SET) C8.2 14 SCALE:1 1000' u SITE DETAILS PLAN (BID SET) C8.3 15 ZONE: INDUSTRIAL (1) L: u 0 -c REQUIRED/ALLOWED PROVIDED CL r > MINIMUM LOT AREA 40,000 fF 197,137 W 0 (V 0 U Ln W MINIMUM LOT FRONTAGE 150 ft. 1074± ft. a c MINIMUM LOT WIDTH 150 ft. 757.91 ft. 0 MAXIMUM LOT COVERAGE� p 45% 27.8% Ln 3: 4-, rLn' E BY ALL BUILDINGS cog MINIMUM FRONT SETBACK 30 ft. 14.7 ft. 6 L4 ly- u ckp /4 L ul < -j (A -2 4 40- MINIMUM SIDE SETBACK 30 ft. 22.8 ft. Lu MAXIMUM HEIGHT OF BUILDINGS 45 ft. < 45 ft* 0)-a u- uj 0) cn cn ca ZONING TABLE NOTES: z 1. MAXIMUM LOT COVERAGE CALCULATION IS COMPUTED FOR ALL LOTS COMBINED. L OWNER: v) -0 132-134 CANAL STREET: 0 CANAL STREET WAREHOUSE, LLC 50 DODGE STREET' BEVERLY, MA 01915 LEGAL REFERENCE: BOOK 36173 PAGE 673 pw vs WMI �IWIW,,,040-NA Im 138-142 CANAL STREET: (n C) CANAL REALTY DEVELOPMENT, LLC 02-1,4 % Cc< c, glffi&; 50 DODGE STREET Ent- L) 6 21; 'M� BEVERLY, MA 01915 -VKlW W LEGAL REFERENCE: BOOK 36173 PAGE 602 $�,l 'I& - Ili N, 144 CANAL STREET: g 30 CANAL FURNITURE, LLC 50 DODGE STREET BEVERLY, MA 01915 0) ed NIP, LEGAL REFERENCE: BOOK 36173 PAGE 638 mv.w W�� g. mm 01" PARCEL INFORMATION: (o m�MW �,w y ADDRESS: 132-144 CANAL STREET, SALEM, MA 01970 1-1 1A g'a ASSESSORS MAP 33 PARCEL 5, 6 AND 8 lo, PLAN REFERENCES: ,7, �m, 5 PL NO. 66 OF 1940 -j ggp- i, '4�� ;g-,- AIM, PLAN BOOK 153 PLAN 32 rig PLAN BOOK 190 PLAN 39 BOOK 2506 PAGE 143 "XI BOOK 1709 PAGE 333 rn -RA; (ALL PLANS FILED AT ESSEX SOUTH REGISTRY OF DEEDS.) PROJECT NOTES: , D 1. PORTIONS OF THE PROPERTY LIE WITHIN THE FLOOD HAZARD OVERLAY DISTRICT c (FHOD). 2. PORTIONS OF THE PROPERTY LIE WITHIN THE ENTRANCE CORRIDOR OVERLAY DISTRICT M ,2" m il 'g, �Ag v mg, R". N (ECOD). �ilN _� � �, �;, t*,� g .0 3. PORTIONS OF THE PROPERTY LIE WITHIN A FLOOD HAZARD AREA (ZONE All, ELEVATION '10 11) AS SHOWN ON FLOOD INSURANCE RATE MAP, NUMBER 25009CO419G, EFFECTIVE uj DATE: JULY 16, 2014. -0- 4. EXISTING TOPOGRAPHIC INFORMATION IS THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED BY WILLIAMS & SPARAGES, LLC CONDUCTED IN JUNE & JULY 2017. g g �yv 5. THERE ARE NO WETLAND RESOURCE AREAS LOCATED ON THE PROPERTY. 6. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF LLJ 1983 (NAVD88). M", I 7. NO REPRESENTATION OR WARRANTEE IS MADE REGARDING THE AMOUNT, TYPE, SIZE ----------------- ------------- %-------------------------- AND LOCATION OF SUBSURFACE UTILITIES. SUBSURFACE UTILITIES SHOWN SHALL BE CONSIDERED APPROXIMATE. 8. ALL UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE UJI START OF, CONSTRUCTION AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF CANAL STREET EXISTING CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN THAT WILL PREVENT THE PROPOSED WORK FROM BEING COMPLETED AS INTENDED. 9. DURING CONSTRUCTION SHOULD A CONFLICT ARISE BETWEEN AN EXISTING UTILITY AND PROPOSED WORK THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING FOR RESOLUTION OF THE CONFLICT. 10. CONTRACTOR TO CALL DIGSAFE PRIOR TO CONSTRUCTION (811), TO UPDATE TICKET co co u AND/OR VERIFY TICKET VALIDATION. DIGSAFE TICKET IS VALID 30 DAYS FROM THE DATE OF ISSUE. BEYOND THIS POINT, TICKETS ARE VALID INDEFINITELY, PROVIDED THAT 1) THE MARKS ARE MAINTAINED, AND 2) THE WORK IS CONTINUOUS. 11. THE PROPOSED WATER CONNECTION SIZE, TYPE & LOCATION ARE TO BE DESIGNED IN ACCORDANCE WITH 248 CMR 10.00: UNIFORM STATE PLUMBING CODE. rn cn Lu 12. THE CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS AND ARCHITECTURAL ca 0 SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. u 13. ALL PROPOSED DRAIN PIPES ARE TO BE HDPE OR APPROVED EQUIVALENT UNLESS V) OTHERWISE SPECIFIED. b 14. THE APPLICANT SHALL COORDINATE WITH THE SALEM PUBLIC WORKS DEPARTMENT TO 0 ENSURE PROPER DOMESTIC AND FIRE FLOWS PRIOR TO BUILDING PERMIT. 0 15. VERIFY ROOF DRAIN LOCATIONS WITH ARCHITECTURAL PLANS. 16. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ABUTTING PROPERTIES ce tz FROM DAMAGE IN RELATION TO ALL PROPOSED IS SITE WORK. z 0 17. THE FOUNDATION PERIMETER DRAIN SHALL BE INSTALLED IN ACCORDANCE WITH 780 -;o 7 CMR 5405 (THE MASSACHUSETTS STATE BUILDING CODE). rn U u- v<1 u .01 rn z Lu Lu 13.46 NALD 3.43 LINK FENCE 38 cn 13.86 3 CATE 6H INSET 0 0) 00 CHAIN LINK 00 FENCE 7H 3.57 x lass q C, 8 LLAP�- SCALE:V =2 01 - 000 - 41- e(TYP) EXISTING C)&.2,44 3.35 00 UP EXISTING GUY WIRES Z' < 2 Ln ZE I�1 x 4 G ELECTRIC 1156 12.83 ELECTRIC 0 13.13 BOX 2.47 TO OFFSITE UP uz rq �4 00 ul METER N, r4 f1% � 0 dl* cii 1111 26 z 0 z z 00 5 iLr- LL. 131RV, 12.99 1310 x 13.. .69 ENTING 0 UP #26�ff-i 12.47 ELECTRIC 13, 9 Q0 BOX 0 13, x 10.57 TRANSFORMER x 7 > BOLLARD ON CONC. PAD (TYP) 14.67 x 'OF'-7 PA a6f EXISTING CHAIN LINK UP W/LIGHT .17 x 7 11.76 10.93 x,7. FENCE 7H BOLLAR[�- I x IL68 MID) 12,71 9A 94 x j"N ELECTRIC CHAIN LINK x 8.95 64 ELECTRIC BOX FENCE GATE EXISTING PARKING SpACCS METER 7H . 8 N u le, 9 r --15?1-,-\ w- 0 7.27 N/F MA t CHAI LINK EXISTING CB BOSTON & MAINE RAILROAD 0 OLE tj 0 ;� FEN E GATE/CAMPUS x 9.51 RIM ELEV.=6.7 731- .9 I3PjCK 0,,ltMLI i� U) 6.97 r- 1:1 6H POLICE 12" PVC INV.=4.3 G GG 1Q,-SIGNAL CONCRETE 1 . __x 25 (V 4t CV u It, 3 6 10.77 1- 0 G I S U. JERSEY 14 ELECTRIC 4-a PARKING SPA 4v u) < BOX LA% BARRIER CES X 7,09 CONNECT PROPOSED z 0 4.; (TYP) WATER SERVICE 4-0 cn 721 S 1.68 Y"111 W/TAPPING SLEEVE IV 0 = -;u 0 I TIQ 11.69 GATE TO EXISTING L RL- > -x 12.19 12" WATERMAIN cl lims .38 0 v) un Ixi x 7.20 LOT AREA E:�Isrllvc E I NG 138-142 CANAL STREET U # 688 S,04C,�-s -10 0 10.30 7,07 Z; _x.1 737 __x 81% 0 15296")y S.F. (CALC) 13 0 Ln Ln 0 1.4 14 PARKj /Vo 1 36 x rn E 00 ING SPA 1539489 S.F. (PLAN) x 8.32 0 M > C a MINI x 9128 a) N61TO EDGE OF CES uj 4) 0 LL 0 _j 0:� 6- U �-ppg x 10.96 11,46 1 MEN-1 7.22 7,27 qONCRETE BOLLARD LLJ < /11 9.95 9182 X 7.88 �Typ) x 12 42 40- /v_ 04 /6 A(05 4 Ilk � c'.fj? X_V�;�, Lu 4A LA &A SPACES CHAIN 0 10,76 14 PARKING 15 S t5l X 00 BOLLARD FENCE uj LL_ tm 0) x 7,69 -CATE 6H w 44 ca TYP) 7.51 W g (z E �: g w 'IF gir. m 05 7 7::� 0 a a 0 ZIMR- 0 _-, z- ,"r 8,39 UP 'M LL. 8.19 /EXISTING Ott "Aw a x 8 > W Cc x f.b:: VENT Q) R 0 'N y4, Ivuu. n V -7 7.65 47 . 931 725 1,3p, M BOLLARD P4 on SPAcc_k,, vu r-IAIV 24-79 9 E,' TING CB EXISTING- UP W HW LP BOLLARD� RIM ELEV.=7. 4) PA �ING SPACES 31 1 1 0 Iii TYP) X.9167 12" PVC INV. 4.1 7.81 /r STING DMH EXISTING DMH 7.30 EXI 0 V"w rj6RIM ELEV.=7.4 RIM ELEV.=,.7 0) ­87 NV. A=2.5 12" LL - �4 P < 12" PVC INC. B=3.8 12" PVC INC. B=' !1) SHED 9 G� 6 PA �00D 6 .99 r,71k 0_� G"WOO�� ONW EXISTIN�G ING Sp gw gg IROK gg SR .67 0 0vm -x-722" EXIST ;700 -SOLID WHITE LINE )51 .78 X 7,61 UP ff 2-689 le 9 OHAIIN LINK 7.93 BOLLARD ING 7.97 _av MIS 0, _j IrA_ ow c FENCE IN, �-ggw- 8 40 (TYP, BLOCK .64 x ORDERBOARD W/CANOPY 7.7 x SAq .64 CONC. RETAINING WALL X'&34 7.99 RNAPA y-%eeP_8.24_ ME 0 G 0) i r ENCE 7 x %4F GFLAVEL 7,78 2 PARKIN( 8,70 SPACES C14 1,7P78 'b 8.63 5, W N14- 187 x 7.20 n 15'57 P-Q41- 1% "W 7 1--g4 � m 4.82 W5 BLOCK -0 8* 6 8 x eae a .0V�0�,W�sv 08.3S RETAINING Si �N r JW 4 3; x 0/7 WALL 002.8co m 7.59 I ml, IFE A 825 >0 8.15 -8 4 KI 65NI t5;., "I., . x _x SPACES ma om _j Ao 6.85 g, 9 AV 7.94 8 810' y &86 ui . 7 7,151 .g: .66 7.66 L 8.04 8.14 EXISTING CB 0 CON P1, 10V1 RIM ELEV.=6.9 6) §71 x ZR EJE 6 ggggmw g 0 12- PVC INV.=4.3 X-7,�O XI ) 309 7 I " -g' '�_, A _RD I jz 14-01 v 03 A 6 7.62 0 UP #1302 VGC TREE 8" EXISTING x 7,62 DRIVE-THRU X. z WINDOW 7.47 BOLLARE 0 2;La -CONCRETE SIDEWALK* LLJ re a� e x 7,96 v5b f-9 1p I METAL UP #4460 j>,'A EXISTING I to uo- YED G) r ENCE li'M RAMP r NOW 011­11,��, VGC W RD CL 7.49 C14 CL rn m 7.61 'f 6 g', NO. AS 8 0 m w- p X 2� >6,36 SWI I - GA z 'f N UJI N CONCRETE 4 C: 7.3e META WWI Ln M PAD 4 & 0 to- 0 7.31 7.37 25 /--.0 - 7 7§7-T 7,26 7.39 1 1 Exi S1 .2o � I. ..I , W/UG 5.4F) R�E��Z . 0 7,14 C 13 PARKING SPACES W� BUILE WALK'r%' 33 x 7,24 7.34 7... 7.39 #11 ).! %_ C) x 711. CONCRETE Awrow 00 X 7.00 7.70 RAMP .67 if 4A 4 1 4 1 7,74 t 1 8 PARKING SPACES 6.79 PARI N '.91 <ING SPACES 4 %.73 SALEM WATER LET 0 vo_o 7 SIGN 15H W/ 0 .84 7 PARKIN SPACES WORKS HANDH 7.8! 6.83 6.83 11. 6,89 x 6,85 49 6,66 CONCRETE BASE 0 6.76 4.17 1 x 6.95 TREE 6 .52 6.3e 6A 7 L x 621 SIGN 12H z�', to OL- x F E T W/ WOOD BASE x 6 44 \CONC rn r"-j Lu EXISTING ",SIGN POS 6 0 6.53 ZX-) LANDIr u 4 C) UP #4-45 ENCE 6H 0 0 u 0 "W 6.49 TAL PN21*34'43"W N21*,34'43'W 95 N21*34'43"W 16-03 6.09 6.34 6 x 7,12 6-67 - - - - - - - - - - -- 8 0 6.6! TRFF 6-PAVEMENT REE 6" -0 6,37 x C 31 75.91 GN PO A-6 .8 4 9 *9 7.08 -�+16 a--- _j 6.13 b .440 _ _LR�E_21` PAVEMENI 463.00 6. 5.94 x 6, EDGE 0 0 0 A - -"r-- -x-6.9-3- - -y-6,95- TR E 6 PAVEMENT GAS Mrss DOT NJASS D01"`_ _%�� Wgo - X%,7e_ _ �5,9V 512� 6* 6.36! 1d 7,14 x 6.155 6 79 Fg7l'l 704 VALVE a 6.59 EHH 6,70 6.70 6.52 629 N21*34'43"W 570.71 x 5.76 --x 6.39 b,P3-- R 6.34 EH H 5 78, GN z - - - -T 'vGC VGC 0 PARKING" IF 6.613 OF PAVFMFN �AGC VGC ul 34 VG( 8 -V_c 1-1 - - 4__ 4: F, 3! 1 N 2 P P ----_ G ===I(" G_ 8" WATER Ln 2 WATE TtkEM WATER WORKS HANDHOLE Z4� FVU L)KAIN �DOME;$T G G Q G G Q - Q PER G DIR,�j-N- G I G G G G G mAt LL 1_5__RCF_URAr-' ------ 15" kl� 5RAIN-_ 15" RQP CAPF 711_ cAi WATER DRAIN Lu 0 36" RCP SEWER 36" RQP SEWER _*�Sl z/� Zl�7 RCP %%\��\ CANAL STREET z 36 SEWER \\:;:)i EDGE 0 367RCP SEWER ENT 48,,p uj W 5. vc Vrr 3 6 PVC .VE �2 EXISTINGO 5.53 V99 ...... DRALNL-��_ ? x laq K PVC DRAI 999 )XQ6 'M 5,74 C VGC ,9_ fp E eF PAVENffl�± C 36" VG(; Df?,41/v 36"PVC 0 6,8 6.63 FOX 6.e 5,83 6,07 UP #45X P )e, 9 6.83 6'- )k 6,43 6,31 )k 4(5.94 ty cc DRAIN I TING x C27 EXISTING EXISTING C32)1,616 5 93 tip .449 CONCRETE SIDEWALK �LWSTING u x 6.4P UP #1305 4- .38 . CA CA o . I � W i Im00 m )LLARDS BY OTHERS. N c�i000o . � ? � Im cn, 00 31KE RACK BY a g z u IS BY OTHERS - 0 o o v eo W W [,.] in �..I r� z 00 E5 S XQ . vJ W �ngc LL , . � �--( . . . . .. . \-. --� - .23 . : .� . .- .,� . . . 11 . .. t�: . 71 - ` , ,`\ ` \i X.825 4. : f \ rQ E � '\ "`iJ` .:1 . ` NSF -i . 1 '' \\\ \ BOSTON: & MAINE RAILROAD J `�; . . Ln \ 79 \: r rtf ++ 01_ \ \ 5 au av ': �x 8 �. � ``� � \ U _._ . _ / \ " 11 \ i •� v, \ .�i \. ' . 11 _\ . . . ` \ .38 Oin Q' U a- mOnm. . . .. , L ' T AREAEx,$�•,N ... � 77 . \� � � _ - ' .BANAL STREET pARk`"� $ gC93 - ` �-- o -� 1i P o 38. 6 7 E$ Bob \ , \ Q 3 ,1 :• b, a x7.50 M��S ;•36 x7. 5 ZtALC) . . . . . - r '. x8.32 / \ \ 3 M p `1 1 53,489 S.F. (PLAN) 43 1 / \ . . 'N . • � } x 1096 \ 11•ti£ `O JQ L_ d L LY rE:"'=:+.;; 'riX 7.91 BOLLARD .. b. \ . . . / �TYP) x 7 3 N �� ` , \ - Q L: "o 40- ,a "o ,• 2 S2 h�, - \ \ ` -a fi :.'s r 807 1CHAIN LINK u c�c CC L `' '�^ : \ \ G L � iO .to N LA R 8.15 FENCE (V .IV '� BOLLARD \ // ` `-- r 1,.6-sy 25 CHq/ Lu r.n i31 cn ` x 7,ss � U ATE 6H ' \ \ N CINK �.� a c c c ' �` x 43 3z � ` \ \ / / \' FeNCe H -a > -o '� Z u" 3 .3 �� . . fry .:, � �.i� \ 6 - w 0) " I_ L_ "� �, y ;, CRC 8 / ` r 8.35 J CJ :?' r 05 x 7,72 yz� r ' �. t 45 . $:39 \ \ / / 3 C 3 V _ C !� n c.`r_t', 8.91 ,s } + ' � ' ,,: ,Y .. 8.19 i4$e.c:; x z?,oz �XISTING 2 ?� C! LL. •� ii y_ / •• .tea:A' : • s, y, k,;- x E,l =.. T'' J VENT \.� '�^ rif > p-0 (z ``-- ' .,.z �yj. 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FREE 4' NT - -w_,: {c. yy, + ,.. :..,,y, i "t,' aW :,T, "•` '.:'A:s -'�S 'k', :13 _ 'S'.' / •.. S- 7 • !' . 84tr :s t e :._l w, 12" PVC INV 4 1\ - -> / '" %' :n };� S7S tt,83 s.�-` s t : 5,` l il.8t� t ;r• a SE x AI N E „,t t,, T «i a 4 y'. k I „rp' z. . . W. CHAIN LINK FENCE ,jv b,� ., Y TE 6H CRET rk:. ems , :c r , 0; SLIDING GA Q �Li E, a, v.. '` Q MH EXISTING DMH '3 t _. 7.30 \ t.. , �. . IrOP' OF •GONG.• J O LA� �_ r' a EXISTING D `,,F;: �e--1w- xt t.. '. J'4�,. _ :j, w. , '•. 'S•v r,• t0 (n O �'. '`` wTMt. osRIM ELEV.-7.4 I .I a - Q rn 6 y ' � ,. : /' �. :•"ELEVATION-15.0. x 11,E u RIM ELEV 7 7 .. x N -x 1 3 ,.. _ \ 12 PVC INV. A-3.9 9 ,: <. . , ,,<_> �,, jr� PVC INV. A 2.5 J 05 .;~ ,` 10.57LL r _ .: 12 P C NC. \ 0 o w � ,�.x. 2 Pvc I c B (HE 1 .24 0 1� - „ a ' . b, a �� * , t ® t , ,• DEED) l ns• :fie•': ,,, -.•- ..$ ...,: +``P :,:`L .,, 3,....r , ;-.:{ , -,fi ,t •,•.�• ,,�• �s a.: .: -y „h „ .,. s `h ., A 7.4E 'c.. ', �' �' D " . .,. 10• �� 6. 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" , t 8:7U e, t. ,{ A.,.. ... . L. v , ,. �t a N .. , a " a. 7. a e r ,., M1 . s, ._4_ €., ,t h a < ..,. -. b ,. n.. , Yi ', .. .. ..,.. .yam r_ J � Y. f ;, „ f \ z >; 1Y,G7 ED - n: % ♦, ,....... i# tie T ..sr r. .., -- : .ry.ii, :,,P .. 11+..u, ., .�. >� ?, R. .♦ .: b... ...:..0 - li.62 \ 7 \ . ��i31 .. ..,J.. , N. ., 4. a, % . f Y.+' t , �.. yy ., i 3 en �i z 7 8' S 1L53 , a :, .: _,::. t} 5 a ,.,, :. ,, ,: -aN _ W _, ,,, ,�`, e,, O . w, .. ? - .- .`«? _, ,-,. «, -�_ - .... ..,.,..... .. `:7e - "N .ice,a „_ �._ 0 8 _ rBLOCK_.., .,r,_ F� r _ ,:;. ,. $.]2 ,. ; . . ,.,,.- ,,•. _�. STAINING �e, �(� f L4 __ ­ ����pp, q - ,,., . .- WALL ,,.. €' Cn " ' - - �. o I . L, L C _,t, „ t. �: :. LOT AREA ,.. k z $ . . . . .. �­_L , , I . . .-L N .n,. a,..,,,. ��.:. ,,� _11 \ . ,t� , 4 . . . . . , , _I ... . . _� ,* I . . � I,"" , : . "� � . ...', . f} , . . _ .. .. x n'.: S _ w ,..,.,. ' -,...,,tom.j�,.. . _. .. .. ,. ,�.....,,. y,., _ J. .k r . r�ffj' o, 1 »�"Sh.. ,t..: yn ; 5 LO ,. r'S d: .2'1..0. ... .e... t., .: ... ,.�:1:,::. Ntf ,#e, >, -rt . .. ..yr,... ,- ,. ....:., a d • . ,, 9.32 , t 32 134,.� CANAL STREET e .: > 4 PA �EN 33 384 S.F. CALC r , -. RKING :,� - s - > , �1 • ..,.. . 4. 4be. . ,r. 11 ; _. . : { . ,_ :-, ' w " SPA '.,.:.. .r I - w a � v ,:,r. . , .,..,. ».,,.,.,w .. ...::.., l:" .`:'k a .r'k tee. r., N y, u,,t. uj -, 7. 6 h .�. \ PLAN1/ ..,1 , ,y, .w, .,... -:y} :rt.;f-: �'. :, I ...•'„ ..',,. ?4: "ll ! Y� .t': Y. aW,• a, a -. o . . :,: ", F,. w < e < , . r tea- a.. , <: r �:. +'.} \ '" , . . W ' . \ s,oa is _� D RLENE }r :. , , �.' .» r r,:. c0Y, r t EXISTING CB /� ,_, ' 1 �/ / ^` ''� t t ].. + �'?, ;'4:t, 'M, �:5 3., .+fir. ,�+ ,.t W . , :_, ,_ - «.. , 0 RIM ELEV.=6.9 G LL E E - '' .rLl iz x :x z.t kn. f ,..,, ;,:.,: , + , _;,_ � Y - / . s7 9 :,a r ,. , PVC ih 1 ST � - _. - <.x ,2 V LD I N G _ ...,,. ,,.. ,' r 8. �; N ORY BUI �� era. - '.� - . ,: a x :1 s, c:' s2 _t * f' ^ ,r. :fir �R'. s` t': U y s.a4 z , „- Aiz ; -1 ,., �. .. .� 13 .,+.,.. , , .yz 0 ` z- z.� r. 1. 9 NK 1 �, r` < .1 H _ Ca x .-s;;, ...:.,?.: y'' .. er:«'. ..�..., .,,.' .. (/1 �'"•-:is .�� ,.• >r } �. _<. , i �... u, „ V, ,t, ,< ^,, a, } z ELF GA _ ,..s`,.:'.. ..r, u,.p #x.. -,, ;tyj ,_ .. ., 8 15 :r' ,Jy, -< +S.r' '.. :t a� •.t .t... .'�', .r. '.'H 3 > G .> aaz'?i ', O,b FEN 1L 'v:. "•. ' ., ...,., :. r ,� -, > y ., . „. " E�CISTING ;..., *. , •.��1',- , ` OR . . w, .. , w < , ri: . n w TREE 8 ,__�. - ;.' F ,14 1.2 F .:L{• ':.Y' :'\- -J,.! •M'i. »-rye,:. -. '}" n„F,✓f.Si:....- V ,: -: //1302 "f.!. .%.) $ h. �G( ,i.` : VGIi 1�• :� w #w a., 97 , �: :., 1. EXISTING e c E> r,.+, , a , .. < z - y A€ s 8�i3{ N a f * - c << :i" .. r- ,. DRIVE- ,HRU BUILDING :- ' - T 8,5. Y >:2 RD�::: s s 0 - E .• •Y .4. •t w e•�. W .,'.•INDOW,' ' a•,; ti! t.! { V a- '•r: G,Y" n4:. Y •_ .• 0 P x «-' LLAR� N 21 a •t > Y._.., , ... •.. ti O Ll :_ ,, , > - �, . Y > CONCRETE SIDEWALK G 13� . .., -._ ,..,.,.>. ,, .. _W .c c0 ,r .t . 'w: '� . >.• •,'• ` pC\SS P STAINING WALL r � 8.3 .,,�.: ,,» �. ar P RA ,,:� ., 'TY t�- E .� 5 ?rra t' :. `' t M c� Q �. _ ;, f' ~? ;�" . h:•, PAVED 1 : „ g ,, s,. �_ f „;, r lij�+ '133`�8F32' .q' r• 'Q "Dc', -i •3iw. Z .3 ;19. Is ... :±:,:; $fi H 1 Q $` ..21:: g Q. ' .rT� &: 9 .$.` vt;. r PS / - a'' x. a .x< 4 N'.. 10.9E 01 . r''. _>, 7. 9 RAMP x .. ,,..•' 4 i- ; x , sv; c. ,1 r:f-' . . OFZ' R 9.93 . : -.',,:.- , . :,., . ,-> � '. 4, 8 3 VGC LO 00 `� �� n I,., �> o C F F� 4 RD 10.11,. �.,v ,_ x s \ _8.5 ,14 ti i rS �.. r: _ ) RD. ELEV 1.00R �. 6 .- -01 '�'r n > L> � TrR. _ A °:0' f _Aa3 E� 10.5b ,;:z ,, .. .z, a: o 'Ii' (STING OR EL ;�'';t .�,,,,r 1r< �-. ,.s. .r k r.:'''.yNr. 7.75 ,'�,,.. _ EX L� 10.79 1`f t., - G` E "r h, '°' 737 F 0 BOLLAR ''z -R c^ - „ t� A :k F _ �, GAS METERS ���.9 5 0 .42 z}CQ � r� Io W r _:,4 x� EXISTING CONCRETE > y : Z 3?• (TYP) .?.,• A .i~.` cn 1 aa '.��� s i; siy� i ..1' 2 U CP 13.a0NG �t r �1:.4 r,,, w �c$, ,", a,. � 0 PAD pC1 . a.5 UP 1304 1 � cD d .q ° �?`�� ° +� 7.72 W G 403 7.37 7.31 7,�GY' _ 7,;:5 ;a ;,f• >: EXISTING P �� . i�EpS O •.38 0� , ® N to v, tr, N . f" } 13 PARKING SPACES /1 -i CONCRET t , P -e7.74 0 7.14 E�S<ID t. Y .. �' . . BUILDING LOAp1NG o iG.Sa � TH 1 -19 CHAIN LINK , EWALK., `r :-:t.:, 7:57 „� 7,3a ., rn O\f-?-" o', / ESHGW FENCE 6H Q %` r1. #13 8 �; ^.. C) Z o . �-_ '^'--• �� t 7.42 U r�!lT.f� 6,82. / . x 7,11 CONCRETE i90 / 104" @ x 8.60 , 6 op RAMP Lp EL.=0.5t U 'o n RD 9.90 \ p m . . 0 � r r0 EXISTING 1• b 6.3ri - ,;,F. d' p N 7,36 8 PARKING SPACES . ,, N 1 H W " ' ELECTRIC 7 cV / 7a SIG 5 / Asa .`7 PARKING SPACES 3 6 11 METERS - �- g.5 °' '- _il l0 7,g1 6.66 CONCRETE BASE 8-� � 4 0 I 61 � x 7 TREE( 6" s,76 N :6 � \ .16 . SIGN 12H .08 ]� 4.80 b,3s CONCRETE �� x "?.65 Rp ° \ [ ] M cV J w . C _ .. Vy .WOOD BASE -Q 6 0 6.93 L V v LANDING -s \ / o ` r- Q m o i-' O � , » AL O bA9 , °' `) BOLLARD x 7.8� N _ cVil F- 9s N21'34 43 W �s,49 GN PO EDGE OF - 'a„ - 634 I sri's - -- - - _ :"'' -� :,. .. FLOOR �,\ (I-BEAM) EDGE OF ° \ -�8- N2W34'43"W I ` i r- U 463.00 ° G, x 6. _- " x E, x 6. - REE 6 ELEV.=8.1 oy� O . EDGE OF W. - , ; " - •-x- E_OF PAVEMENT- ' K-s.7s - - - - .- �.76 - -- --- - a �s.65 x 6tTREE "PAVEMENT x s. EE 6 - ,i s.37 TREE " a -s4 � g PAVEMENT L: 39.7 - - - �•�' - - - - VE - - - - - -- - - - - ! / - -- -4 792 PAVEMENT 190.00 (HELD DEED) 6 x b,55 a9J S DO 6 N21'34'43"W 570.71 T79 ,6 m ' ,: t;,04 TREE 6uui " mmk DOT ® p ,_•` ___- 757 V �� E 6.70 6.52 6.29 7 EHH GN 6,01 EP EHHH , �� ®ASS DO $ 1 o, O t+ VGC ­ ill it 6, - 6.48 i GC 5.8 _. , VGC 7 5,7o'NO PARKING" . , VGC - -6s5- - - - 7, - ,-o - 45 - - C DRAIN G GG . /ac 18 PVC G G G G '- G G �_ N 2 Q DRAIN G --I- G G -- t1� M V 6,23 b13 G G a G G G G w�:G° G G G G G G G "� � G G 7•s� G G G 0 G " r- . G G G G G G --�--�- G G - G G --� G �� � 12" -----1- -- ------. • . 15" I DRAI�__ �- !G 15" RCP DRAIN " ------ ---------- ---- - - �`� �P 15 RCP DRAIN ---------- --- ----- __ - �----------�- -------Y�ATEEL------------------- ----- V LL. _____ x O 36 RCP SEWER CP SEWER V � 6 RCP SEWER -g 36 RCP SEW R � W 3 PVC 6.33 G PVC DRAI i 5%a V C _ VGC VGC M 16 . ° W PVC DR OF PAVEMENT - - -,� 7so90 /I 1 6,83 EXISTING x .�'I _- ; . . t _ 5 Q VGC 8.25 EDGE 6.27 .65 6 43 b.31 s6 5 's , :i 7 '.31 rz t„ ►iPi�n� CONCRETE SIDEWALK 2 x •4t 5E�CISTING a 7.61 x : s2 7 EXISTINGC�x�,2o �] t/3 ^':a r 1 1 ` cvicTlnir_ rnnirlr>=c7 cinni,ni v EXISTING I I� u7r, .e, u,,)aa 3 . RM {T 11 . 1 ELECTRIC `tLti.IKit,• CA r METER BOX ,� v w 00 0 08 1 EXIS LNG o `./ zZ � p �•; mQ^1 0zcuo , ZSRC ¢ r" rn z0 rn rn Oo z ELECTRIC o oZ cn _uu�7 1 Z BOX C Co 0 2 o EpG� a ' N UP W/LIGHT CHAIN. LINK FENCE,GATE . }�--- • . . . . 7H. j CHAI LINK. EXISTING C8 POLICE' .' - LE FEN E GATE RIM ELEV.=6.7 . _ CAMPUS 12" PVC iNV:=4.3 UTILITY ^� 6H . W S BOX SIGNAL CONCRETE, . ! - - G S .'JERSEY . . . ` L . /. J u W L BARRIEREX I GAS METERS n iSTI .' Jr, U v .a AL O R +z z EIS NG# 688 E ` ! I ;: .� vlb 'a A Q L l J o o � <U M 1 0NITaRIN 1 E.OF. . . . . c 1 WELL �` 1;'—'PAVEMENT I CO;NCRCr 1 . . . r _,_w CHAIN LINK M M > E c FENCE. O W o GATE 6H O _j a U tA 1 i , _ . EXISTING W -J C1 a O v_`A 'A C ° - �,. VENT i� 1 - ! t } � _ ,TREE �y A Z EXISTING R.- T E- . r l f � _ +.. 1 c} 1 . UP vd/OHW & LP I r ; EXISTING CB °° RIM ELEV,=7.3 c 3 u G� �' ° o t — - 12" PVC INV.=4.1 CONCRETE DUMPSTER PAD _ « TREE 4 r�1 � '3 cc REMOVE OVERHEAD WIRES' _:_- I ic_ TO B E R _ _ EXISTING ING I)IviH EXISTING pMH 0 0 n`_ O ' o �'" _ RIM ELEV.=7.4 RIM ELEV.-7.7 r My It1 12" PVC INV. A=2.5 12 PVC IW. A=3.9 1 \. °ysy o EXISTING DMH ! i " pINC. 3 12" PVC INC. B=3.8 NW . . pf - RIM ELEV.=8.2 2 VC IN, B ,.0 B B 1 4" !NV.=5.7 RD A ��gETTS EXISTING , I �.. -o>iw 4CTR1 � UP 2689 o RD EXISTING un o 2 # ov" MET CHAIN LINK ° f 7r a�-' a ot�w oy FENCE 7H GAS M�TERS �� °_ `_�--ORDERBOARD W/CANOPY o ° LL d r f o o O Q--}— CONC: o ° .RD RD RD U . . ' METAL . o GAS METERS 6 WWO� °' v . EXISTING �'� �o � � � l • ' ' a�� � GRAVEL �o Q . oy SLOCK RETAINING WALL 1. . \ c3 4: I c G7 o REMOVE.OVERHEAD WIRES i > ` `�� '-' }"-- BLOCK ° o k i v RETAINING c� Ai i-� ST N WALL Ro 2 STORY BUILDING \� �� 0�`' EXISTING x RD 1 �.� '' ; 1 r '; r . : �. . q k142 ��_ f �, ELECTRIC' EXISTING 1 STORY METAL r }, i s RD 1 1 -4 r REE 6EXISTING a 1 � � ��� � f __�- v It } s � t TO - 0 �� O Rr. 6". r EXISTING V 1 t,•UP # 30 �, FIRE BE REM0ED VGC W/UG j PULL BOX. EXIS11N(3 1 �# GAS METERS '- fr -�_ WIVO- RU 4 D�tI'D TH w VAILB-OX f _ _ ' ;'U ' CONCRETE SIDEWALK \'� Ln F EXISTING , r r "�' T _ j T f .Q(t+� LP`v' "'r t,""':� �d'..`., ,+f,I „"` .. ,-., f r.• �\ O C O O O O O O O O O O O O O O O O O UP #44601<�' METAL r - �.., xr` �'G. ; o i f - C) POSTE VGC ! N ® CQ RD 1—�� � _"1§. 4 n' "' Vs ' ._,y tab i �''^ • ., d) �� M _.._ __... ` EXl511NG �. CON ■ ■ W E g,, a X: ETAL G T 4H _. _ / UP #1304--1 �1vI' s PAD W `"/ J --"* '^`fix � �� �s�'«� REMOVE �`'° �� � .` � } y CONCNE7 SjQ�;'~- 1 { ., y" �/ -- _t OVERHEAD If f1' "C �-WIRES ;- co x> i '-- y ,^ 1 `. CG ". FIRESER RAI CAPPED FO �, v M N r � � LLJ .,. ( o'�' 1". WATER I '+ tI. �� i � SIGN 15H W f Q t ff CONCRETE BASE Z Z O SALEM WATER � � .- RE • E). � CAPPED. FOR SEWER 1-----. I WORKS HANDH LE G� (CAPPEb '—''_ . 4 \ TREE 6" RESUSE)_ SIGN 1211 d- ETAL. ,� o w FOR. REU E) . WATER W/ WOOD BASE �/ ' I i I Q 00 EXISTING c� . SIGN POS AI INK GAS SERVICE i i U V CONCR PERMANEN LY METAL. ' UP #4-4,5 ENCE 6H Q (CAPPED FOR ! _ _ c O cOv a n REUSE APPED) U SIGN POD _ �1_ _ , — — cv V `�� G7 _ _ _ _.— EDGE OF PAVEMENT � __...._ __ � � __ _�y� [ 3 . � r DGE I TREE 6" _�~ � " � _ ,- N ; � _ _ _ ..._ _._.— —— ._. _ — _ - _ _ ._.. �Y � PAVFyt'N, '� � ., — EDGE aF ~ � wll 1p k �� GAS — 0 MASS DOT / FREE 6' �EE 6 REE 6 � PAVEMENT TREE 6 � N O �j,j w t c�MASS DO MASS DOT " VALVE _ _ _ _ _ EHH ;� -- - _ / --_U EHN IGN EHN M N a nC W ._ � pF pj�VEluSFNT— — (GC -VGC -_... _ S _ ( - VGC . _ :GC - "NO PARKING" f— _� --. $" WATER 2" WATE SALEM WATER WORKS HANDHOLE —� � �'`� - '� -- _ ��_�_ � -- _.WATER --- ------ -- -- ----- - Q 't o f>' - -- - -- G _ G '_G �"_ - �= -G-`� -_ _S' --~---�-- G --`--�- -�=_Sz - - --� G G C', ._ _,_� G_=w _ _ G - C c, 4� G_�--�- G G G G G G G W 0� Cp 15 E�� �-� _-__-- _..______ _ - 1` DRAIN --- -max _15 RCP RAIfJ u!� 1 _ �� ` b 7N 36 RCP SEWER ���- _ _���1 6 RCP SEWER -- -- .. , � -- � �� CANAL STR E_ ET �-�-�� EDGE a Ln 36 RCPSEWER �' ___�_�_ _+___ _ 36 RCP SEWER M _P,AVEMENT - 4 I () LL EXISTIIvc� 1 PVC 36"PVC - ' - ___ _ — V - ---- _ ' 3�' �[)FZ,gi �7��"" V- � � ,, a __ -. ___ - __ _- _ ----� -- __ _ __ _ _ - 5 PVC DKnli V C Q RAT r7'-- -1 �=_ c 1J,�1 �j--_. 8 UP #45X DRAIN . �, EX SUNG v^EXISTING EXISTING Cry, CONCRETE SIDEWALK ` i UP #42 ____ -_ __--_ _ -- __ _ _ _ UP #1 o., 1 z d" i UP #1301 c�C;S11NG / �"- UP #104 vP1N307 N SIGN W/ SIGN "MEADOW STREET" W "STOP" "OCEAN AVENUE" 1 Q V) .: M 8 0 W c) ao A000 Z Q _ J i � � M� M Z Ir 'Yq g O A S Ln W W z° zo a O 00 VJ W � H � 1 J J Ln cu u w r N N Q EXISTING LOADING tvo cc a � � > 3: ,v CL cz RD ° DOCK TO BE0 tA CHAIN! LINK `~` �^ o FENCE. f`.----�(...__...._. GATE 6H -'f' -- Ct r�,t �• p 6H REMOVED o co >EXISTING w O VENT --� CDJ DC a . U _j to 4- 40 4- EXISTING MANHOLE --� Q i✓ -D -C -'Q TREE 4 CONCR il,LOADING 2 -a �RlM ELEV.=SA EXISTING CB " j 1 W to WATER LEVEL 0=7.5 RIM ELEV.=7.3 —�� _ D)CK EDGE pp pAV£►u1E,'VT v p 12" PVC INV.=4.1 CONCRETE DUMPSTER PAD —_ TREE 4W --3E CHAIN LINK FENCE -• w •• C.0 .L tT t71 EXISTING DMH EXISTING DMI� _ ~ `" - EXISTING . SLIDING GATE 6H m m�.. '"'v TOP OF 4bNC. as •L. L. L. RIM ELEV.=7.4 RIM ELEV.=7.7 �, ELFII.ATION=I5.0 �,.� Z 12" PVC INV. A=2.5 12' PVC INC. A=339 PAVE-M E N T . TO m� v s u- 12 PVC INC. 8=3.0 B 12" PVC INC, 6=3.8 --- / - _ a a BE . REMOVED ' . * ' . 00 � � , o EXISTING A � y C'C,I+� .':. xJT�DiPvl: Ui1C'K RD GAS METERS --i �-- ORDERBOARD W/CANOPY a B! CK -'"' ` .RD RD RD O o o C: R iAINING WAIL o O . A,- ° RD O R GAS METERSEXISTING ' - Q�•�J Jc'ESTS o y� u y, r, z z+cS..v.;Hat ,f; i Y""'` •c"s`a£�'y." ;s „a.,. . Q' g O_ (f BLOCK 1 "r rx y - . .. .e-�...:.t ..�'"?w'�,.< k ,' ,.ems ; ,�- �: f- i u s r s< ) ,�r ,s ..a RETAINING WALL ` i N; :d4 .• x > y4 T :b- y o ... ,, ' 3 c, S ' ."�," A 'r .rrp,' z ''^` `',"*, �+.. . :.'+�}"F'�: ,s,•'F '- } —�V p C� .y4'tl' a i^, �x� ,f � �a+a; a,-ar: _r c� :<f �� • °��_ ® ! 1 .i i t �.'*#-.`��'.?''Et{„'::.%hn�.n%-h"Yz�z..±,,a3-:`„`•+';'++;'u,1,ryrx,e�..'•'::.•;.x.'.y.r�:i-�'f4^Y M.,.N,..£.,.t.X;:•'iesM,s a-;^`.s.'a..s�<_„,`.`•°„I S',�%jwr..�:Y$c"•'�.%ifYi.:,:`.�»,'^T'�.''g,r''}��a'`�f��-�S'?".,'N 4,i�;�ee£,.'v�}�:,".�s.' >.+,Y SS�3''..,r".-".,;.}->0�rs;;?3f:,'�`.•.u<�,d�8'Z:+�',.ZK�ti..�.�,,g,�ry;T,'�"J k e'e'.r%."b4 1.�:'``=M1.•;,',r a.f`'4<.d:.,f;x,''r`;.�'��*sx i.�n;�„A:1`::r :;F�.,<.f".>,:s,f.'r>"m"£1)'l,/fr ffir»:}�,��".,-`'q:-,�.�...!,�<X�.'�,,kt``;�,s�~�-�:sB'(�.^,,..:„S'e�_a•p�,xy-.a:`x.,..,w,.:.,&t •c��sd,,.,'`.,�'�',�''�"��`5�'.^.J.`.,69;''-r. ,: n'+'"h.-z.,��,?_g,.p.�,i?+lo,''�:s�,•y,;„-"..'�'.A''x Ae,s+�.yi"t,a-.e r'<s,s t wrr;e'a"Sx?Y�'-°' �. .:Y<•>„s^'ks s�r^k?<..fary..• .. ' }YV 09 Z�Q4 . S :D zBLOCK } f RETAINING P` i / .� C`1 : ?, ,S;U 1.,- ..•�., c.?. ':- ",'.�.Sx .`3'�f3` •c,., ifi-`,+rL .r6't, ,f_;•` ..s. 'r`.l+z,`r ,,e' a yy .. :t. ^f: '' ,x r 4 r W R RD. 1 ^t .. til _ y. e.S''s' s', :s ,:.' '' •a v � .ox^'-' �" ,�.sV :rE y'e1�` s`''=`WALL, RD r .v ..�.,, t�h Fet'R- .•"r'?. q.�< :;L.y yy{' >i.,_ .� yyyy,' a'. rg'� <�i :4� '" :L`"•' r._E' / �' `4'rr F'P.S'.+Trf .,,1 �:`[yaS�: ;p.:,, �k�i Y.�rr' :�. .: YR ,Y �P.t w{'Cn���� M1'��,,' .+`u"�� ,. , }�•?„ Vl . � 'a; r'��r+c- ,t ""�� t ��. ,.:� 'kk?.- ? q�p -� ty„ c> 'foz'F K v a- �`;� .". +,t°lx •^.'^+ `,.L" r .0. '7' '}7 >d: N. $.., Xy°`y' ,¢ -.i a.'. .4> a•.4.' F S` ?'.. �". 7�' S-y1*�`Ff,.a .k S 3 4k} r rx':' �. 'S t ,r,.'a`• `,> �, "n 3 ` xw-;•` . EXISTING .'.."-'"' .t € `¢;'i-aK 5**..x, e`�:,2*a`,`*�' '.. •. `y> kr,7' _ �.+`; }"+av yt.X.;4 T.:� :2. r.;` X' 1i'- .xa- s$.:�z ' .F g,• a aa .'�tX., x;. O ELECTRIC -3 �,x. Vic;,.. : ,;>- e` !`'' . ' .'.dw „A t,< :,�''&• '?' ,. :s< ,r ii_� -' ... METERS EXISTING .,_..-• - s' `<x -.)'TY:l' rz Y>�» „ a'' r;€ „" w,+ <r,,... .,4� - '��.�"+.e `"`k°; .,2 to ^i ?':n'.<,?�' vi3i•:L, 4 ,k. A'� '`b' S. 'i5.• trb<• ' i,..rr•"'vt :; j, N 1 STORY META tn I . 1 ' �+.Y,il�..'!~;sr{.i2�.�y3� 3'F'�'.. ,''.%�' "h?.r. 1i ``'$�,, i'�'. Y„ ..'�..., � '5;4.:.'�.,`"i"•�� .i ''� -rf,.�::.tn•• .rs$, �' 1 —� :,F Es?> •,�.-�`-3• � ,zv t . `" w '"�''.; �. .��: '�,*j.+ .%- `poi �C' ,'�,>z,�•, �z.. 1 �.,��'c`.�':+•a; . s F z} ��a�E'.�"'s a�. ° "¢' ..sue 3 m%,..,'" � • i:,,•.>�`� _'.t+ fl :�+ ��rs„``�r.•�` ' ,at,,',tu� �. .,�';, �''w`�'a't,�2s. '°�<.`,' '•`'- N (' ••-'- +...-, EXi TING. CB -_.. �� . , � � �,� , ,�., ,�• ,p REE 6 cs RiM =6.9 EXISTING i 2 PVC INV-4 �•• : c� ,, Y -�'�`- �€ � �' � �'f^ -<�,. � � .n ;,a< 1 p ' e - - 1 §"'W:;'.,}'T:...e�.,'rt' sn' 'z•e e <>H F r ,`.,� 4. � � �1'w,�i r �` 4°''r ' ��"?�y•�,�.; ." >,� - rc O �` � .:„xs"` 2�:^�� wS'! .e:x. :.�xg"'a.e� ;;Kr ,c ;.�,�•-s<.:Ys;,�i>.•n, .. .s :, °. ,�;.. r.� �.y'. :z ��` F h' a .�' S; 4:.< , .�r` wr.' ',rtr+.,,•, *3"�# 5E'�txa", :a. .c�'.cc':, . -,,... '� y`o• �. ; 'iw.s, s y� y�` K -`�,4n t�,;,.tr �`.ys.`r, ` PAVEMENT TO •D .-t.7sr�,+,'.y.s `.�+.- LeY vf� ,q.y, ,<:r;.p<,, .F. <��d"+.',• �F .y"�,`r�.a�>),> e;}�='° LL C CC [�� G EXISTING r � .>n i<.:iiT'y ..V✓,2-• .,9.>A ,'A"'.i` ,6 �_��, � 3 Z >�.:.fi..`� . TREE 8 - m `7: t s5a S •s; ri , ...•^_,_!"_.+ Ag.. •a>;r _ '{•.rr sY' .r?,,. .;rf T.,".°`c ar:S"' } �+ •kc• '} l $X 'a:�.•'r, RD c� UP1302 FIRE BE VGC W UG REMOVED EXISTING G\S EXISTING PULL BOX r� ` [,J_J v (CUT & CAPPED f' pI I 1 r DRI E—THRU _ � .T. �e � � r BUILDING WINDOW r- - FOR REUSE) _-- 't s� Ifi a y X ' `. ---- � r, �u, '� c� BLOCK o I 0 " CONCRETE SIDEWALK G u K �- x �€ n. THE > ""--- �AtA, RETAINING WALL. � 3 7 o 0 0 0 o PAVED �. �� � � ti o 0 0 0 0 o a o 0 0 0 0 0 ° ..--� � �� s � o VGC - _ "--�-W---- RAM P c"- n s .o W � � E TI NG RD. w„x yst �.+� u » � 1` u: :a} O W V ��_� � vT L: d•''v d � '"`U'(L;, � ` yY- ti....v., F3G ;� -Cc f ib •:r�r '��3s` 1 - � � �� �t gz,{^� ' EXISTING CON CRE Ln ENT TO , UP ,V) s a #1304-1 //�� PAD t ' • �� ' ' F� p :. x .,> p � ,. ' W/ UG � I � ,y''�TSs'-bw -F 3��i�.''�`y �RE�Z, �..,A.. <- ¢i �.,. ,11��Z���, 3 „ ,�, fi�`$�E:.Y`.5.'1. .'•4�;h. B. ER EN1 OVEDCHAIN .LINK M M1 ..� Cox X $h h F FENCE 6H Li.l � 3LLI COPeCR E �`ai;,�`a'�t �;a. ��,� }-,'r'"� & 'a�• *� � ' �,..,. � �z��,,„X �, �r�a. �: 1 r°� hyr ���4, s� 's ���,� >��✓ �`�s F� `� '� dz RAMP xr - ` REMOVE' 7 •} � '� . ' .. .h' OVERHEAD SIGN 15H W/ b � � . t � ka� j WIRES r a, ., .. Y CONCRETE BASE �. ' „� ,:, , TREE 6" ( aY ;Y3s 4 DOMESTIC WATER � 3 ;, .... (CUT & PERMANENTLY ,I 0 ` � 6" FIRE' /� ... e SE E CLEAN Yd s �, 6 .,, • e > .,Ay r ,>, ,xfr ar's .n �''"i ' " l0 !!1 V M N r z c , . 2 WATER \ I— v CAPPED) ' (CAPPED FOR 6 SEWER o SERVICE / 6.Ii0 METAL �Ic REUSE /(PERMANENTLY (CAPPED FOR —.-� i -M `' s+ � q,h,A� .•.M• r'ya' it•'w rt1\ r r. .) CAPPED) ��, REUSE) _ Q EDGE PO OF TREE 6" a EDGE OF - 4r EDGE F. R ,..-�''J� z p TREE 6"PAJEMENT TREE 6" TREE 6" PAVEMENT RE' � I ....� v� PAVEM ! os �C Q W MASS DO COMA SS DOT SEWER MA. DO P � V � EHH IGN EHH T TREE 6' ? PERMANENTLY �a �EH. i AMASS DOT ,.� 11 PV 15 �/' •,® �, O , nPAIN VGC V "NO PARKING" •_ --- --_ _ _ - — ...___ __ .._ _._ __-.�- .._ �_ ._ - _ — ` N Q -.- _. -. has_ r i - --GAP-FIE y DRAIN ---� y _ iTi1;r��A� G G G G G G - �, a_ _ - 4 J" DOM TIC WATER z f APP D AT MA N O G �-�--�� G G G G G Lu G G G G G G �� G PERNENTLY - G - .- ---- C; - G/ �v E., - --;- G t '� 12" G G G �i_____----- G------- -- -- / N J m a 15 RCP [RAIN 1�" W,�7' R 1 _ '�� K� CAPPED _ _.__ `llp ��RA � \ �.-__. _ -_ - _- -_� '�Cz -F� SIN- ----- -- -� ----__-_ �E�___ ___-__-__--___. __- --- G n Q _ ' 36 RCP SEWER - - `s µ_- -�,-. - V U O R-P Ro �- CANAL STREET _ _ _ _ 2 O E 36 RCP EWER _ �' r r�'� _ --_ - _ _ Y_. � _' I��t�'�__ _ _EWE��_� o ® O 0 6 PVC (� VGC _ _ 4 �_ EMENT C DR 6 PVC DRAT V c _ VG_c v;at; vGC '`DG� o>• PA_v _ _ EXISTING t'0.a O /'.• � �. . — ,„ EX 1305 CONCRETE SIDEWALK � � ` EXISTING �- EXISTING EXISTING CQ- N � +� EXISTING ` # cTl t ----- UP #36 & #1310 M O I UP 1 3v8 .XIS IIG CONCRETE SIDEWALK UP #35 & '#1266 UP #1304 EXISTING W/SIGN 'LAUREL STREET" UP #37 & �1309 W/ SIGN "MEADOW STREET" UP #1307 1 u Lj_ V O z to m w Lu p cn W -,r x 13.46 0 NALD x 13.43 D ��� 13.86 57R� x 12.e5 END SIL T� QI - 0 00 W a � 00 H Z � �ch Z ttl3 LLARD CONTROL 7?0 44 x 13,35 �.-� ^ z DO ^u 13: 9�NP) x 3,54 x 16 '�, Ian \ .� - Oa, couZl n 1 13.13 0-4 � O ^ riJQ � 1 ® O � � \ � 16,26 W o�p in � ` x 4.37 \ rr ' EXISTING Q x 1.67 \ 2 D \ \ LL 3. 7 $R1CK13.10 \ X i3.04 x 13, Bl11LD1�G 2.69 � � C^ 1 TH .1-17 V12.99 12.47 NO ESHG ---x 16� 1 �0 13. 9 �/ OBSERVED 1 n 13, o ' O,D � T0. _ � \ x 37 x s 100" ® 1 .7 f SILTATION ` 1 .1 s N 1 x 8,3s \ �- ' ` 8 CONTROL 13!67 x 4 00 Q ' 6S \ Tc-,o.so 0 \` / s \ ii 3 .17 iL O \ \ x :,5.79 12.71 0 1 94 v 1 0 70 a�2.38 -9.zo \ u \ / J fT1 D � O x 7.27 �6.68 \ D N F J ,G? ' / EXISTING C , ji \ \ \ ` \ BOSTON & MAINE RAILROADLn OLE 7 l x 951 eS:9 soo x 7. o 1.77 / 12" PVC IN ._ .3 697 \ \ ,\� x S° 5 '- SEWS 1.78 eo-s.7z CONCR E �z2s \ U a) 1 .1 Tc-,ozz > \\ 11 �\ ' `\ _ 0 Ci 2.1 S 3 - 12. 1 x N N Q �.>j92 x 1.05 \� "` \ \ /\ 0 `�1C,�16.2! •� C W O x 7.m \ x lf.� c� 5 of '� 8• l 11. 7t1 OR.,os / cR-,o.zo x 6.90 x .91 \ \ J&�, •-� i \ -14- ,_� O O •Q f� ; x .69 x 10,58 x \ \ '2Qr- �� 1 N Q U 0 m l8•-K 12.29 ' / 81 1 9.84 ® E Sr \ x 15.38 cR-,a70 / &x 8 7.20 / ` /N6 \ ` • 12 \ 0 1 C X 1� -cR-,t OR-s.77 x 7,45 1 pRk`fy_ yPgry J \ \9 O '� O \ l top O O )( 10.30 UILDI G I KI G 7,U9 x 7.07 / x 7,69 x 7.37 o `, 5 ' ` 24 D 3 , L s GE PAR N • \ -� s \ ANgC �. ,� w 1,4 VIA 13 st LpOR GAR ; NTIAL - ® 'I.;S \ R / M M > 1= C ■ ar-,a 'I RE ACES \ _` x ss 11 1 J - 12q„f„�p x 13,80 �Q LJJ � fi U ' t�LITOR�' O f �1d�At�i x� oo ,�$\ 7,s6 CO - ^ o x tn /� D ��` 11,46 Lu Q o o • o t f ; / u /) 7, x 7,2 CONCRETE x 7.91 ",�`CL.LAKD \� ! �,• �RA/ D �j J N `r-- a -0 o x 9.95 x 7.6 ; '1l.'i�}\\ 0 x 3 l �' �` \ / 125 OC Ln a) w Cam! N T `ROa .,, ® x 6 1�1_ \ _j O O v�i .4 R- v�i I 76 14 ING RAC{-9.2o EL R Ft n 3 0) 1 ' / x cR-10. S ES Luc-s.oa 7,42 LEA/•=,S.3 �Ck �� v �� , LLJ 1T 13n d1 eo-e.so x 7.69 EL�V.�,e Ft00R BOL Do 8?8 3 \`� D O E O C C C l ; Tc e.00 ` / EtE�` 8.$ 0�? �' j�'p) \ � 1 1 -`�- D' � �A. Z t 9.68 62 S O x 1 / m �� e�El!$4 CR� t4532 8,3s ® x \ O 01 1t ! 21 LL It m x 7:7�>x 8, Q@. 11,05 / J 8.3R \ w 8 40 \\ i2.01 � O •3 J x 8.19� •N •--T m 8 ~� x 8,3 q.08 ` W •O O Q a / � V U + 8.56 eo-a.ze 69 x 7,fi3 8,23 xf �9.30 "'_-K V x'�9fY ® •- 47 To-873 .65 c� BOLLARD 0.24 SPAC \` x I ` x�9.31 N \ s, EXISTING MANHOLE t / ES x 8,04 o o �1140 P ci IM ELEV.=8.0 ! EXISTING CB11\7,9s x s,5a T ,EE 4 f1.o1 I BOLLARD 8.4a b,aio s.4� WATER LEVEL =7.5 I / RIM ELEV.=7.3 ® `_ x E 4" / x 9�?8• ,n 'n eaw.,o Q\L, U 8,a4 V8.13 12" PVC INV.=4.1\ x 8.10 x 8,96 x 8.26 x 8, . 1 x ��gESTS d� OC-9.77 To-o.eo O (TYP) -cc it R 8, ► W /ec-e.zx G f ` ro-,oz7 - 7 x�•88 O NC ETiE r Q/ - I ING DMH x 8.07 ro-e 7z n �P 7,81 0 4 a EXISTING DMH 7.30 � U) 0 .59 S / FLOOR FLOOR ry "(BRIM ELEV.=7.4 RIM EL �� 05 x ii22 + �� 0 \ x 9.19 O S o \ + EXISTING OMH ELEV=g 5 ELEV. 4 12" PVC INV. A=2.5 �8 12" PVC 1W. .0 11. o a�? z 12" PVC INC. B=3.0 B \ 12 PVC INC. B-3.8 ® 10.98` x % =-�v o D x 9.fi O .. 7 x Q s 4 MINV 5. 8.2 B A 7.a6 �_ ® 30 }: r� V Z Q "' .� B xi4 >3 CC P ' c 0.13 3 818 56 ,if 89 7,88 A T VI y/fv QP G� x 9.22 x x 7s7 29 7so "� rQ7s SOLID WHITE LINE BOLLARD x 54 0 s.51 x 88 ems. x .65x •65 7.93 R�j- EXISTING a (TYP) -1 A 1 x GAS METERS o s 8.40 6a xx7R7 ORDERBOARD W/CANOPY a 1 �� 7.7 U-9�42 , a 8111 12 ,ram ® N v x i3`�3'24 o f�) I x e.64 x 86 x CONC. o f 'R7 7.99 R FLOOR 21r 6 B E rn rn .- t X� �� 7,7a 2 PARKING EXISTIN ELEV.=8.6 79a o x 8.2t 8 _•Ad'w BOLLARD OLLARD GAS METERS x •75 O N n:�:� FLOOR BLOCK (nP) s.7o 7,9;aPACis3 (�') ' \ c x r, 00 EL 8'5 RETAINING WALL s,63 x 9.28 o 11 ® x 7.2 M x ,6f 9 o a 5 ELEV FLOOR g 5 tit V (TMOLPLARD 7 87 ' \ x 8.21 E77 ' Lo °^ s. 7 BLOCK �. �, 8.11 ! G x 8 0 8,36 c 8• RETAINING 816 x 8.12 9 O x 7.34 1 N x 8.63 EXISTING o I $ .4 ° WALL x , 9 2 STORY BUILDING -,-� '� +:W FLOOR x 7,2o t a ELEV.=8.5EXISTING 1+72559 �;:� z ;j x 71 8.20 #142 I A 3 g'2 8,25 a15 $ 7 Q 6.5 N ���G) 8 4 PARKING .! 8,16 a1 .os x 3 co�w 8° x�a 6.4 g ( SPACES 1 STORY METAL II w_'`' L�.rr� /x 7, 7 6 ( 6.85 n-Q x 6.86 m .94 x �,°$ o ff #140 x , �, z / 7.66 7D x 7. 5 O� r.<- J J :: ..�..`--- s,r,4 0,14 ISTING CS Q o Vi x 7, 9 LL W , C9 x 7,8R? N x •� o CON E Ri 25 i .,s EE 6' w ca IM ELEV.=6.9 (n c G> 2" PVC INV.=4.3 x .20 ►- � � 7.71 x �.3�0 x 8 g NMI I w 41 RD_i 8 F;;� 8 \ 2.lS C9 ® ew-e.00 N Z `L x : 8,48 tD 4¢ TREE 8" c Tw-,,.00 m ""------ or 0 � EXISTING GAS � \ I � �i , O x s .6 7,7s BOLLARD FLOOR BOLlARO : $ (CUB D EXISTING o L' DRIVE-THRU \ TYP F 0- d.35 f Z o MID) ELEV.=8.6 ( ) t x 7. I aid s, -_ GAS METERS Qw I� - / � � z WINDOW 52 7 F x-• 5,31 \ z w MAILBOX Ix v CONCRETE SIDEWALK c 4a G p''97' 0L �' UJ •56 7.47 \ Q Q Y U ' E d a ® AM�,ro.00 lr d ; to 6■ 8.3. 8,37a 8,3 8.390 8.33 w 8,250 0 0 0 0 am 8.390 8,38m 8.3iM 8,40 8.40a 8.4 8.22 m x ^ Q r \ x7.61 4 N RD' s,I ! 49 N tt � N UJ IRD co 737 W FLOG "1-- --=: 7.37 sat♦s \` .05 x 6, x 7,36 ROOF RU OFF TO 7,69 2 ELEV.RB FLOOR ;` r x 7:u: :8 � w 24 `./ w \ 25 X 738 DISCHARGE 0 DGCB10 B.s o _1 `�� '..3 6 c LEV.= FLOOR o�� a. -;.- 44 a 7.31 �� p N to v► � M N - ELEV,= �"f 7,40 7,37 7.'W 7, 7.26 7.39 17.6 FLOOR �w i 13 PARKING SPACES SILTATION `�5.7 D ° B U I LD I N 2 CONCRETE SIQEyyALK'"----L � l x 7.11 7 4 ► -� CONTROL 6• R�f�4I ' - , ., CATCH BASIN TO BE FITTED WITH CATCH BASIN TO BE FITTED WITH 73a 7,3g Z O 7, 7.33 -� �. SILTSACK ONCE INSTALLED AND SILTSACK ONCE INSTALLED AND 29` s . 0?3tprint Y " 6.e2 REMOVED AFTER FINAL PAVEMENT REMOVED AFTEf;," 7INAL PAVEMENT U 00 ' 7.70 x/ o x 6,. W 9s 7.°° F.F.- COURSE IS LAID. COURSE IS LAID. a,64 674 9 PARKING ,7a 7.�f 74 8 PARKING SPACES SIGN 15H / ea 7 PARKING SPACES c SALEM WATER G7 x 6,79 x 6.91 7.W SPACES x 7.8 6.6 " 4 623 6.83 6.8 I = a WORKS HANDH LE G� x 7 7,4 Z 7 b 6 73 CONCRETE BASE TREE 6 b SIL TION cs x�,^ F.sO �, ,x eC fV o W oC 4�7 6.36 x 6,71'b 49 6.81 Jz x 6,37 6.44 6.38 x ec_7.z, Tc M � -,� L� �s1 ; 5.s x CO TROL aQ 6 0 x 6.53 .55 Tc.7.7, Q O 3 k b, T.:11'7 U X TC-7.17 Bw-i N k3 q` -- - - :� - - -- - - x6.8 49 x 6.03 6.09 TM'-°• � Q x 4.8 x V 7.06 x 6.$i 0 6.34 6- 6.13 6b3 O x 6,12 - -- �. - __ -- _.__-- 6,6 x b. " 0 x 6. " S.g4- -�- TPFE 6" x 6. _ 6. REE 6 x 6.6 x 6. REE 6" x 6.7 " x 12 7.02 --- 6t7 ---x 6a36- ->a 6.9 - -Tc f 95~- -•-x•6FJ5--- - -- -+-v. --ac $ 6.37 TR E ,7a� '� A5.72. G 7.14 tk116.i 1 x 6 S5 95 '1 6 �§79 x 5,76 �2 6,22 x 6,04 TREE 6" r°Nw�-s ono �� Q VE®6.3 6,59 s.70 6.70 6.a2 6.29 . 6,07 GN 6.01 b,34 G:dB ����ccc 5.?, 7 z" " „ o NO PARKING O r Ul _ G� M WATER WORKS HANDHOLE x 6.13 8_WATER �- - 2" WATE Z "cs.2s 2 3 Q " DOM 1 d- M ----- - ---- -- -- e ----- __ ---�- G G --�- G -�--�� G G �- G ze G G G G G V LL CATCH BASIN TO BE FITTED WIT o-G----- _ G G -- G --G-- ---�- r G G G G G G G G G �� PER r --- ---- 1� DRAIN__ �- - r 15 RCP �AIN _ __ __ '� ' FLP CAPF >s SILTSACK ONCE INSTALLED AN O� Cp 15 RZ �-D ------------------ ---- - --- ______ __ _ _ _ _ _ __ _ _ ( � REMOVED AFTER FINAL PAVEMENT /N 79 36 RCP SEWER - V V O C0UR3E is_I AID 36 RCP SEWERin z � 36" RCP SEW 36 RCP SEWER �' �j Lj -"-.95--"�-- 527 4g»p 36 PVC Q D VC - ------ --- 6.33 6 PVC DR 6 PVC DRAI s8 DC w s,7a = Rq�N 36 PVC -- �'-6 - 0 6.89 fi.83 6.09 6.83 6127 65 6.43 6.31 x 16 5.93 5.94 2 x 41 6'09 % , §.3II r DRAIN i x x 6,4L CONCRETE SIDEWALK , -._ M ,V x 4 37 U' OC '} STIN `k-- 72 ' N o `�. 1 3.47 BRICK ID pIN g g co ® 8 \ ooM 1304 13,63 x � , C ',12,99 I p oc CJ , uZw too— v J 13,60 . I x 4.37 a, , I TRANSFORMER S I LTATI 0 N I �� ,� ♦ �, ` r , _ , _ Z2.88 CONTROL 1 1 ,3,53 PAD x. 8.35 \ 70 13167 � 8.61 AA BC=10.00 .17 D 9 0000 w ` ; 2 >: tr,1� 3 .37 1 , 8 x 10,9 _ �-�aj \ �� _ 2 PR�PTA ATE 1 t % 11,94' ,12 SFi � .`— ® ® BC=9.80 x.'. ... x 12:4�-' I '� / x i .4 D 6 I o t VT --f 1 ' 8 p _! ►�V / BC=8.70 ` ``' = Q p L r w TC=9.20 'Q p w 12,21 �� 4' o /' C J _` 0. � > w o x 7,27 . O LE c D 0 11,8� PROPGSED iCE / w --w :�, ,f BC=9.00 EXIST!N G 1 \ S '^, Q' 001177 1 p,TER SER W / £ ,,�. TC=9.50 R - ( x 7, 0 o L ��� I c11,7 1 2" PVC I N .3 6,97 \ n `" °' E GG �' Bc=9.72 o r o 2° 3 12, 1 ,1 ' Tc=10.22 o ¢ oc a L 1 W G ✓ 11, i / 0,7 7 £ GR=9.205 ¢ -a zz i x 1 ' 47,31 ac v1 w a av 2,1 ' Cry V�� �, 12,0 x 11,92 ` £ �C; �1 2 x 7,05 2 Lli W Q a �0 N � CA r _ ti i X 7.03mom ELL m 7— S GR=10.25 GR=10.20 7 1 _ � c 0 0 I i x6,002�, 69 'o.� -� x , M x 10,58 / x 6,91 0 x- 0 x 9,84 �'-x\12,19 !, N ox 81 / GR=9.00 j �� B�6 GR=110.70 co GG 5 x 1 GR=11.2 ./ 7,20 ® � �vSETTS � 1 �/ � / GR=10.09 _ ,� y 7 4`� � � G -� 1 r.. GR=9.77 I ® � Q J a, >_ 1 1 I ?< 10,30 / I G ;x 7,09 ® s v 'v ¢�_GG �' ' O $ x 7.07 ® -� "� x 7,68 x '6,, BULD RK O 1� GE,WA 'L �0 11,4 - R �' GR=9.00 u7 GR 10.50 t 0 E� 0 11,7 1 6=10.7 S LO S 'p 1I � IFE . ,too? R I M�NITORiN th I 4LL G7 O ♦ ` 11� — `'� '; { 7.56 _ -- -- o I I -n ♦ 2. u �s 2 7 , . z x N � 7,27 � x 7,91 � 1 I /x 9.95 x 7 g, I x 9,82 �� .;-----__ ll,�2 / l� �,04 I / X 76 1 RAGE=9.20 1 I GR=10.75 \ WALK=9.04 I / 7,42 j 1 I �O BC=8.50 x 7,E TC=9.00 / � • L.L! 9,68 x 62 O x 1 x 8, s 05 x 7. � . C , r9, `w x 7,6 X 13r28 3 I I s f Bc=8.25 6 �,30 Q ,47 �(0 9,3i TC=8.75 1 ! .65 ,. I ! 11.01 o 81 9 �' w 8,44 CL --� x 10,78 9, - ♦ C' o s Bc=10.10 I 3,31 8r40 I _ BC=9.77 p TC=10.60 1 p 8136 r , I 1 TC=10.27 s i0 x 8,43 V 7,81 Q N LAM N s o 1 z Q EXISTING DMH �( u p N00 j S x 7 r. 0 RIM ELEV. =8.2 00 In D I s x 9,11 T x \ ! 4>, INV.=5.7 ►� I I x 10r13 N = r. r- I 1 ` x 9,22 x 7r97 m -� W I x 'S4'8C=9.54 =- ' 2 ¢ o I l =�o.o < 9,51 x 8,84 8 9, x 6` x 65 - _� 7, 3 RY u 1 �' x8 � !-- � i � @,41 o il: x �,42 --, .;;.; I t x 8.64 x 8.6 I 8, 5 o I I I x P"�?24 0 . I , I 1 �, x 0,21 V LL BC=9.30 �.42 o, I i TC=9.80 ,98 c9 z N x 8,58 M ^ I i i � � x 9,28 w ,61Ln _ m 9 3 p cn - s . ,y J Q 1 0 00 00 `J coo A. O1 GUARDRAIL z c ' N GUARDRAIL 1'"� = a " ,3, z � Zo^o � U _ 00 �o^ou77 4' WALK 2'-6„t W 0 cd z v 2'-691f 4' LANDSCAPE a Z cn AREA V) W .- to PARKING FIELD r^. VARIES v , 1 2'-6"f MAX PARKING FIELD PARKING FIELD VERTICAL CONCRETE GRANVERTITE GRANITE RETAINING VARIES CURB CURB 1�162` WALL 5 fMAX CONCRETE D \ ` x 15.79 RETAINING WALL \ D PARKING FIELD J x 8. SECTION A-A U x 15.93 is -a � O 2$ NOT TO SCALE x s6 ^ � � -14- 3 a�i O a Ocn QV1nm x 15,3E A � 0 1 0 ® x 6.9 V -10 \ D 124+00 3 ,7,68 x 7.3`\ ® �� 6 i D M x 7.65 xe. ANAL f _ S ECTI 0 N B- B o � a , 0 x 18�o 0 1145 NOT TO SCALE 3 Q N -^� x 7,76 / x AIL _ D x 7.91 / \ • x 7 3 b ��� NAIL '`� 2 3 � to 171 � = w �125+ W is is � ,n an ,n 6 i`��� \ / - x i3.47 W W i31'Q V- Qf L71 �6■ 8.07 O CHAIN LINK 3 c� x 7.69 0 8,15 ® s. FENCEATE 6H 1 1, +so 1.6 s x la.a5 CHAIN LINK FENC •>3 rtt Z 4 .� / 4-132 \ __ I t D 6y 1 m (m L :� x 13•a3 �,Q U C 17 0 0 ■ �,05 x 7.72 45 0.35 �`19 40 ` `'- / x s.190 EXIS ` �5 126+0p x 14,98 '°� '- a �- 0 t. 65- x ai6 �� O x a.s os VENT _• x M97, 0 n- -+ 1 0 0 m 0 8 56 -x� 9.30 \ 0 x 8 i 98 9 \ x 13'i 126+50 a. EXISTING MANHOLE s.24 / �` 4. 9 v IM ELEV.=8.0 T.9s x E58 T EE 4" r=;5:� I ti z 8.46 WATER LEVEL 0=7.5 / EXISTING CB -� o RIM.ELEV.=7.3 \ 0 x a E 4" / _ �;5 o BW-14-00 D ITS b b-31 U 8,13 " x 8.10 x 8.96 x ^ x 8.b c _' TW�,S•ao j G� ■ 8.40 8.36 1Z PVC INV.=4.1 R,�6 x S1 x 1i.,•.c D 127+50 yP J Bc-e.n x 11.5 iEn 8. Tc=e.7z � S.S9 D Q rn �d ■ 8,44 TC-1s 0o x 25,10 x 11&� 4 /EXISTING DMH 7.30 _R RIM DMH r rib x 1 7---(---_._._ �<>v ,.. CREj'E v. 8.G7 ec=,zso � II?G�3 �. 128+ "'-�- 00 � 1v 06RIM ELEV.=7.4 h ;,„ _ 12" PVC INV. A=2.5 \ 12" PVC INV. A 3.® .r,�� Bo-ii� it 1 D s_J U 12" PVC INC. B=3.8 c.E fl 1 >� s.2a -1 rd � z 12" PVC INC. 8=3.0 g \ e .. € !,.7wcc B' ao-,1 so p�? X 1, - TC-izoo ec-,z3s x 10.92 c� 40 s6 ®A 7,46 , E) ew-B.C3 %30 la. y4c11d784 _ To-,zes NA END SILTATION J �OWw00 Q EXISTING o x78 J 7.ss x 7.c, GAS METERS �� s,4o ' s4 xx7,607 ORDERBOARD W/CANOPY +a$11 a 7.9 776 1 `;E ,,• , x 1t, 56 CONTROL x 11.12 Q N 0 5�..67 ae Sra08,19 t�8,�7 7.99 I RD 7ES,24. - .I�S`t° i 14,17 1 e - D 17�5 OW-12.00 .- 7 98 B B 54 Tw=i2.50 i 7.78 EXISTING Bc-10.40 0 N 0 ■ 8,70 ,7F118 7.83 GAS METERS y .75 ca-10.°0 CR-1a0o Tc-,a90 ew-11.90 x 11,07 , 0 to N BLOCK 10 x 11.62 � \ �. M I ,a 5.63 o Eo: S1,5s e x 7.?0 6.52 8,51 \ __1 7 87 j cR-9.00 rew_10.50 9 BW-,1.n A$5 S. 7 T8.11 '4 0 BLOCK x 8.12 ? �_y,o To-,a,s Tc-s.so Tw=,zoo EXISTING 0 a,36 RETAINING 8,16 &9 �-'°'2 �_'°'�° 10 8Ao WALL RD o x r.�•, 8.57 BW 11.50 BC-11.25 1 TW=11.50 iCr11.75 STORY BUILDING ® x ' EXISTING ,.. 80-10.2 Bc-9.7o ELECTRIC ' 7,5'3 x `..... + To-,o.20 Tc-9.70 cR.,aso ew.,,.00 #1 LI.2 $. 3 8.32 ROOF RUNOFF TO BW=7.03 ,w-,zoo $.25 8.15 $oa METERS EXISTING . 7 ^ -" . ,gym 1 . $16 0 ,,, DISCHARGE TO Z x>s, 3 1 STORY METAL CB1/CB2/CB5/CB 825 /max 7, 6 u;?c 6; 1 #140 BUILDING 3 1 V'� N . 7 6 XISTING CS r 1 1ST FLOOR R !L 8.59 /� (� x 7,82 \ $,04 8.14 ,A " 0 IM ELEV.=6.9 D RD 1 Bw_,� , � � � D 9E 6 \ 12" PVC INV.=4.3 > 2N -3 FLOOR RESIDENTIAL Tw_,,.50 / - x $7 8,09� I (22 units)its) 32 1 m N Q / �,�� _ $.44 t Z5,040 s.f. footprint ' 74 v Z RD / \ ow-8.00 t ` m 8.25 $,5 TREE 8" $ EXISTING o ® TW=,1.00 i F.F.=10.25 , .53 0.6CT EXISTING Z Q J o UP #1302 FIRE VGC ! I ,a2 7s7 5 W/UG 778 PULL BOX BUILDING 8.5 } { 1 x ORNE-THRU - / BW-,°.� 130 1 - j US.25 rn=n.00 MAILBOX 7.54 CONCRETE SIDEWALK G _... 2-9 1 5 cR-,o.,3 aw-10.15 83 �RE rn-1o.00 Tc_ zs cR=,-.2,------ ------ - - ------- ec_,0.50 'a 1 TW- 6■ 8.371e 8.372 8,374 8.390 8.33 a 8.250 0 0 0 o to 8.3 8:3 E.38e 8.40e 8,400 $.ate 5.22 0 1> 0�' 1 ---� x 9. 3 Tc=,aso (/) 8 33 7.49 C .. . , 0 1 RD 8. GC eo-9.73 BC-9.85 BC-9.73 a 10.56 eo-9,87 TW-9t C9 .7.37 I 1� Tc-1o.23 rc-s.as Tc-lass ro-1a17 1 Tw-1o.ao BC_9.67 ..79 7.75 c-10A7 a2 I0.38 x 10. V LIJ 1 t� 8. 7,3T �! A Bw-e.so 0 /QC /Q� . x 7.31 ,2 IX ING o , 9 rn=laoc + .8p x 10.38 / lC Lm st M N 7 (��7 �7. 8. 7.72 W UG _1 RO 3 7.37 7.31 7.'�'6'. 7,4 '- 7.26 7.39 '. 17.b :.a r'; M. 4 7 4 0R=9� ata.s5 loss / CONCRETE T,74 o H 1 19 Q �- E SIDEWALK x 1,11 7s7 CATCH BASIN TO BE FITTED WITH CATCH BASIN TO BE FITTED WITH 734 7.3, / ESH W o Z 1 , SILTSACK ONCE INSTALLED AND SILTSACK ONCE INSTALLED AND x L9 x 8,65 g eW-6B° 7,42 6,82 REMOVED AFTER FINAL PAVEMENT REMOVED AFTI=W'tINAL PAVEMENT x `'` 9 _ x So 'w'9'0 V - 00 ✓ x s, COURSE IS LAID. • $ A 9 x 8,30 o x $ Tw-BVb.00 COURSE IS LAID t�v N . x 736 o EXISTING 1 74 8,73 SIGN 15H W/ ELECTRIC- o N.,.>, ew_900 II rw-9.00 � _ I ^ r x 7. x 7 6 6 b'6 CONCRETE BASE TREE 6" 6 76 6s3 6.8' .84 .,$ 1 M ERS 8^- o is N O LL! 7.4 x 7.10 7 SIGN 12H OB x ro-9.32 eaa10 p, o rc_9. , r- x 7 b5 (h N J W 6.80 7 'v f�a' ec-e.e2 eaa. pp W/ WOOD BASE x L 6.37 6.44 6.38 ec-z2, To-aao eo-n,o - 6 0 g5 rC_7.71 SILTATION '^ U ss3 B°=8.87 x , 5 Taeso CONTROL o N x 6.94 C1 �6 03 b,L9 ro-zn Taw-as00o \ O 9 .49 6.8 _ - 6 s,13 - - - - =K <�.Es r,.ao 9 EDGE OF 1 7.92 9 0 0 x- EDGE OF x 6 EE 6" x 6 6,34 96 - -- x 6. EDGE OF x s. .. REE 6" PAVEMENT _ - GE OF PAVEMENT ---- x-6a� - - s 6.6 6' EE 6"PAVEMENT �#6,37 TREE �p �� 6' PAVEMENT x <>s T - -- -- _- x 6.55 - g 6' x 5,76 ew=B.7t �EtiHS DOT Bw-e.00 ew-ate D , Tw-s.00 ® SS D0 $ 1 » TW-9.00 V TREE 6 Tw=9.00 rw=9.00 5 S DO 79 x 6.04 - 6.70 6.52. 6.29 EHH GN 6.01 ' ' GG VGC 6 6.4s 7 GC 5.$ VGC T 5.7®NO PARKING" t_. VGC G M 18 PVC DRAIN G Ln G G G -----�- G G - 6.13 a 3 Q G G G G 7.5� G G G G Z 623 G G G G G G G G __� _1.2 _�gT ------ ------ -- ---- V G G - G G G G G G G �� -�---- �R----------------------- G _____�-" G -----� G G G „ ---- I �`� �P 15" RCP DRAIN ---- --- ----- ---- -- - - ----- - x r , . . - V Ram= 15" P DRAIN - 15 RCP FAIN _ __ _ ____ - -' - ----------- 00 - 36 RCP SEWER � 36 RCP SEWER Z GFT - 36 RCP SEWER 36 R SEWER C[ W 36 P s,33 VC DR PVC DRA1 5.74 vcc b.ae GC 7.os VGC ^ 7sls�- EDGE OF PAVEMENT 7.90 _ . ' x x EXISTING s.25 EXISTING CR�Q c'F'!16 �,. 5,93 1 5,94 ,.2. x .4S b.II9 0 , ` ` iSTING b.6f - .54 7.3a 761 6.83 6.27 65 643 6,31 EXISTING x CONCRETE SIDEWALK to 1 cvtcrinir_ rnkjr10t c ctnnuAt v v CAI) lip 1 i ln.r•, 0 PROPOSED 36" � w � 0) � � DRAIN BY OTHERS PROJECT NOTES: o _ � 00 O 12" LEVEL HEADER 1. UTILITY CONNECTIONS FOR #134, 138, 142 & 144 CANAL STREET TO BE VERIFIED IN ,X INV.=4.35 FIELD PRIOR TO CONSTRUCTION. z Q m � 2. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF Z ¢ `^ z U LECTRIC DMH2O SOS 19 Z ELECTRIC ^M - BOX RIM=8.86 2000 GALLON 1988 (NAVD88). Ma-a 5 ^ z^ �.+ u METER - � o tj -N DMH17 •� 0 12"INV=5.06 IN SEDIMENT AND OIL SEPARATOR 3. NO REPRESENTATION OR WARRANTEE IS MADE REGARDING THE PRESENCE, TYPE, SIZE ,� '- O ' RIM=11.14 12"INV=4.35 OUT (FIRST COMPARTMENT TO HOLD AND LOCATION OF SUBSURFACE UTILITIES. SUBSURFACE UTILITIES SHOWN SHALL BE �- 8"INV=5.36 IN SWMA3P ~ W Z p z Q1 863t GAL.) CONSIDERED APPROXIMATE. a 0 o W/TIDEFLEX CHECK VALVE TF-1 D RIM=8.4f 4. ALL UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE -_'8"INV=4.90 IN DMH16 12"INV.=5.43 IN START OF CONSTRUCTION AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF W/TIDEFLEX CHECK VALVE TF-1 EXISTING CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN THAT WILL PREVENT (� p 12"INV.=5.18 OUT � �' EXISTING CATCH BASIN po 36"INV=4.60 IN THE PROPOSED WORK FROM BEING COMPLETED AS INTENDED. � ELECTRIC o� 36"INV=4.60 OUT \ , TO BE REMOVED, CONNECT PROPOSED BOX 0 p REPLACED AND 5. DURING CONSTRUCTION SHOULD A CONFLICT ARISE BETWEEN AN EXISTING UTILITY AND =� INSPECTION \ RELOCATED. SEE NEW ay` WATER SERVICES o LACES \ \ PROPOSED WORK THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IN o ��o LOCATION THIS SHEET WRITING FOR RESOLUTION OF THE CONFLICT. &/TAPPING SLEEVE / 6. CONTRACTOR TO CALL DIGSAFE PRIOR TO CONSTRUCTION (811), TO UPDATE TICKET & GATE TO EXISTING 1 / TRANSFORMER \ 12" WATERMAIN 0 PAD AND/OR VERIFY TICKET VALIDATION. DIGSAFE TICKET IS VALID 30 DAYS FROM THE O p DATE OF ISSUE. BEYOND THIS POINT, TICKETS ARE VALID INDEFINITELY, PROVIDED THAT o O r /S11.02" \ \ Rq� 1) THE MARKS ARE MAINTAINED, AND 2) THE WORK IS CONTINUOUS. EXISTING o 0 0 ` ° 9° \ rR^ �2z.�oo 7. THE PROPOSED WATER CONNECTION SIZE, TYPE & LOCATION ARE TO BE DESIGNED IN UP W/LIGHT 2 ACCORDANCE WITH 248 CMR 10.00: UNIFORM STATE PLUMBING CODE. N O Q \ p 8. THE CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS AND ARCHITECTURAL PRb�sEo s cE w/e" ° ° \ SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. D 6" S_1 0 °1 L_43' �.� 9. ALL PROPOSED DRAIN PIPES ARE TO BE HDPE OR APPROVED EQUIVALENT UNLESS OTHERWISE SPECIFIED. 10. THE APPLICANT SHALL COORDINATE WITH THE SALEM PUBLIC WORKS DEPARTMENT TO U qElZ--- a' ETE a �� EXISTING C DGCB18 \ ENSURE PROPER DOMESTIC AND FIRE FLOWS PRIOR TO BUILDING PERMIT. OLE Ro scE C A �-�'- �11 LEVE _ RIM=8.50 \ 11. VERIFY ROOF DRAIN LOCATIONS WITH ARCHITECTURAL PLANS. "I UTI a� HEADER " 12"INV.=5.50 \ 12. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ABUTTING PROPERTIES Ul SEwE BO 5 ,� L INV.=5.7 12 PVC 1 3 \ , FROM DAMAGE IN RELATION TO ALL PROPOSED IS SITE WORK.12" S=1.0% L-7' S 13. THE FOUNDATION PERIMETER DRAIN SHALL BE INSTALLED IN ACCORDANCE WITH 780 U o G (-Al LV CMR 5405 (THE MASSACHUSETTS STATE BUILDING CODE). o � }, -r PIPE LOCATION, � � N Q SIZE AND MATERIAL 14. AFTER FINAL PREPARATION OF SUBGRADE FOR SUBSURFACE INFILTRATION STRUCTURES SWMA P BUT PRIOR TO PLACEMENT OF STONE BED THE DESIGN ENGINEER SHALL INSPECT •3 LU w ! - GAS STORMTECH SC-740 UNKNOWN. TO BE APPROXIMATE METERS 6 FIRE SUBSURFACE INFILTRATION VERIFIED IN FIELD LOCATION OF SUBGRADE. L u t/1 -0 STLIa DMH16 STRUCTURES REPLACED asp - r O 3 DOM S 0 R RIM=11.50 0 CHAMBERS TRENCH DRAIN EXISTING CB •fl- c > . 8"INV=5.06 IN OT STONE BED=3.75 RIM=9.00 CB20 3 O- O (V \ t1 �z E I NG 6"INV=9.0 IN BOT CHAMBERS=4.25 6"INV=7.7 RIM=6.75f Ocn QULnm '. > U # 688 8"INV=5.06 OUT TOP CHAMBERS=6.75 TREN H DRAI TOP STONE=7.25 10 RIM=1 .75 12"INV'S=4.35 IN /� 6"INV= .45 6"INV.=5.79 OUT ANLn f�NITORIN A W LL TRENCH DRAIN S. O w O RIM=10.65 GT1 -OIL/GAS TRAP R PROPOSED 36" O J O O O' 5=1.6q° "INV=7.5 TRUCTURE AND OUTLET PIPE RgIL �� DRAIN BY OTHERS w Q `' `' N 6"INV=9.35 6 �0 BE VENTED THROUGH D NA� Q N � 4«- 1.- UILDING PLUMBING C L -a -a -v Ri 6 INV. 5.7 6I=8.9 4 IN `` � J � N :3 N wo (DOM STIC) D W 3 a a� O CA 6"INV=5.91 OUT D a1-0 LL 0 t SMH1 D m m it co LL O .� .� S R=8.95 � ? 3 3 3 6"INV.=5.65 IN ° D �� D C m w 0 0 0 G� S 6"INV=5.60 OUT YIS ° ENT ` ` `_--_ .� .� •-,L 1 DGCB11 L O 0 c L 15"INV=4.10 RIM=7.50 1 Q Q'� pL p y EXISTING �oA LEVEL 12"INV.=4.64 G� /OHW & LIPo ' RIM=7.80 0 0 E 4" �' D Q �' 12"INV=TBD IN FIELD -z.� ° ` �'� D 12"INV=TBD IN FIELD " ' NG DRrH _`1 D DMH15 6 S �' Q /i cb :LEV.=7.7 �_ _� D 0��rn�`'>d `�Zvs RIM=10.20I o "� 'VC INV. ?-3.' �..,, [� a¢-o w 8"INV=5.37 IN ' S N ;� EXISTING DMH F o ¢:i O RIM ELEV.=8.2 -� y = o 8"INV=5.37 OI�T LEVEL ° 4" INV.=5.7 �` rib a 3 Z 0 L=29 VERIFY CONNECTIONS EXi NG ' O TO DRAINAGE IN FIELD ! A 5, 00 GA �NOWyY00 QP 1 GREA E TRA UP 26$9 ' INSPECTION PORT iRD SOS13 ° _I R=10. ,J ' 6 PLACES 5000 GALLON o 0 6"INV.=4.58 IN QQ 1 SEDIMENT AND OIL SEPARATOR 0 DGCB1 L .«.._.._.._.J�__.�^,,._..._q0 6"INV=4.33 OUT v) ° (FIRST COMPARTMENT TO HOLD RD, I - RIM=9.00 ---- CONNECT TO 2238t GAL.) STING f 1 TRANSFORMER 12"INV.=6.00 rn S M H 1 PAD E E E E E E E rn EXISTING SEWER RIM=8.35f S METERS R=10 8 6" CL I WATER o ' TOP STRUCTURE=6.35 "INV.=4.00 IN /� 6 INV.=5.6t N \ o N 36"INV.=1.Of i J>11 • o N 6"INV.=3.95t ' 12"INV.=4.18 IN ? 2 W ER i RD i INV=4.00 OUT M� 15'INV.=4.10 OUT I YARD DRAIN e S 5 0 S 11 1S S S RIM#9.75MP \ N \ 8" LEVEL E9> ; 1 3- c*� a"INv.-6.75 HEADER 12" S=1.0% L=8' ' INV= .37 I' E E a• i- M0 DMH12 { 2" S 1.0� _ RIM=8.46 0 12"INV=4.26 IN I D GAS 12"INV=4.26 OUT N METERS RD DMH14 cn RIM=8.63 - 3" DOKIESTIC 6"INV.- .8t � 15"INV=4.10 IN 0 6 FIRE 12"INV'S=4.10 OUT DMH3 j RIM=10.63DGCB1 z irn RIM=8. 12" LEVEL HEADER I 12"INV=5.27 IN o �,a 12"IN .55.5 INV.=4.10 + N 12"INV=5.27 OUT BUILDING 3 N ' SWMA2P EXISTING CB 1 FLOOR RETAIL _ +' 0 JR D STORMTECH SC-740 SUBSURFACE a RIM ELEV.=6.9 12" S=1.0% j ND D m � INFILTRATION STRUCTURES 12" PVC INV.=4.3 L=73' 1 2 -3R FLOOR RESIDENTIAL c n 60 CHAMBERS 2 +� \ Z BOT STONE BED=3.50 (22 units) 5SOS8000 � 0 ` N BOT CHAMBERS-4.00 (( RIM D9.00 MH7I SEDIMENT AND OIL SEPARATOR �� S v G TOP CHAMBERS=6.50 cn 8,5 6 s.f. foot rint U - ' TOP STONE=7.00 12'INV'S=3.81 IN r� (FIRST OMPARTMENT TO HOLD ? C� i fn 0 12"INV'S=4.10 IN CONNECT 12"INV=3.81 OUT F.F.=10.25 2238f GGAQ EXISTING 8"INV.=5.37 OUT PRO I TOP ST UCTURE=5.92 ° TO EXISTING GAS ( n o GAS METERS - - -- SERVICE 12"INV. 3.73 IN t^ �/ / EXISTING ' GGMAII �� 12"INV. 3.73 OUT STORMTECH RMTECH SC-740 SUBSURFACE W I INFILTRATION STRUCTURES J UP #4460 ' 6"INV.=4.83± ° 0 ° ---- -'-� --•= - -� �----------� BOT STONE BED=3.00 Q __ 1 INV=3.73 -3' ___ __ ___ _ 77 CHAMBERS ■� ' `\ -�• BOT CHAMBERS=3.50 'RD \ ° TOP CHAMBERS=6.00 � �., 12" L EL HEADER 2" DOMESTIC DMH4 AI�I INV.=3. 3 I TOP STONE=6.50 �\ INSPECTION N PORT12"INV'S=3. 0 IN W '----r_ i I RIM=9.53 6" FIRE g \ 12"INV'S=4.54 IN 12 L� 1 12"INV=4.54 OU N S�1.Oq ��A�Io 12" 7 PLACE SMH1 ° �\7 • Y S=1.0% R=9.1 L=9' MH9 tH 1 19 J 6"INV.=2.5f IN IM=9.00 6"INV=2.5f OUT 12"INV=3.73 1N ESH W ° �^ Z O 1 CONNECT 12" D O O O D o 2"INV=3.60 OUT V .� r- PROPOSED SEWER S S=1.0% o r- TRANSFORMER TO EXISTING SALEM WATER T C) PAD SEWER SERVICE EL_-cl l C65 L=23' �2,, �•� � � N N PIPE LOCATION, EL C IC RIM 8.10 0 ..�-.�• WORKS HANDH LET 0 SIZE AND MATERIAL I M R \ S� f UNKNOWN. TO BE ! 12"INV. 4.04 3s�p9 ONNECT NEW 6- EXISTING VERIFIED IN FIELD MH4 ° A TO R M N EXISTING SIGN POST 1 J co6"INV.-- UP #4-45 / I R 7.00 C66 o &A I 1 " U 0 RIM=8.10 ' '` ' .-.I_...- 2.Ot- � 12 INV.=4.17 � ' , � �' � b --- -- -- ---- - -- -- ------ - W O f MA5S DOT --- -- - = LVE° ` EHH H�_-___-�.___. �EHHS DOT aEH Doi AMASS DOT „ nPAIN L O - -_8 WATER � G' 2" &ATE SALEM WATER WORKS HANDHOLE -----� �- -~ 18 OTJNECT NEW_ G �" WATER TO T--";- -- �' -'--- -G-- G G G _ ___ Q PV DRAIN EXISTING 2" G G G G G r- (` G - G G G -- IL n J c o -n-- �- �- �"'- z -S=�-_Sz G � G G G G C,WATER G G G G V 15 RZF- A7N ___"------------------- -------- ---- -- 15" P DRAIN_ _ ! �`t� gyp\ 15" RCP DRAIN _I- _-12 WATEB_.----- ------------------ U_ --------------- - ---- - - --- 36 RCP SEWER 36 11RCP SEWER V O 36 RC G ' CANAL PROPOSED UTILITY LE Z cr -_-- --�. ¢ � 36 RCP ER APPROXIMATE P(FINAL LOCATION LOCATOIONTIBY 8» EXIS N� \ DRAIN 36"PVC - _ _.------------- VC ' UTILITY COMPANY - w W UP 45X '"- EXISTING � EXISTING dI DRAIN EX STING I IP AV) ,� 1 1 ` , EXISTING EXISTING w UP Ln • :1ai • L J V CAI CA D NOTE: 0o00 0 INSTALLATION OF ACCESS PATH BIKE SHARE AND REMOVABLE BOLLARDS BY OTHERS. w �u FUTURE MAINTENANCE OF THESE ITEMS BY OTHERS. 00 'Q 1' NOTE: 0m INSTALLATION OF LANDSCAPING, BENCHES & BIKE RACK BYce ' OWNER. FUTURE MAINTENANCE OF THESE ITEMS BY OTHERS E--i lQ O In w rn WZE 1 �\ 1 VGC D ! 1 TRASH 1 TYPICAL 1 9 x18 SPACE (IV o 1 0 / 1 I � g SPACES CITARDORAISA BY C) SNO / 1Oj'L50 STORAG Gc 12' WIDE PAVED ACCESS BY CITY OF SALEM Ln .� VGC ° V GC O _ 4-1 USE EASEMENT v N Q 5 WALK \ AREA � :-1" � a, � 9.93w vp uN O L O °' ENCLOSED WASTE AND a r 0 _ WCR RECYCLING CONTAINERS SNpw STpR �2Bf O cn Q U m 7 SPACES \ +0* �pF \ ° � 1 TRW G 1 o REOMOVED LE TO BE 124f00 12' WIDE I T i s o ACE B�tt.DtN GE pARKtNG o ° BY CITY 0 � � L 1 TIA� Ln 1 2 SPAC Ist FLOOR G R RESIDEN WCR '° �24+5 o w �' o 1 2"d_4tt► F--OO its) �_ ° ° o u ( W N o` o o` 1 0 0 97 s,f, fo P S ° �25*°° -� S 13 SPACE $ - ° ��� ° u' -' a`, a- o LA ° ,° .. w 0_Q u, v� rn a) 1 c� >g >-ca _ � w 1 o Y J 1 SNOW � 9 v STORAGE °1 v, SNOW STORAGE o i .� .o a� Od' d 0 1 y 21 4' S' WALK WCR 1 VGG ° RELOCATE 9 1 LIGHT POLE SPACES �.,. SETTS y , 0Yl- I ENCLOSED WASTE AND _ GAP -'U) RECYCLING CON iAINERS RELOCATE �� show '� U LL >CD STORAGE 14 SPACES N a LIGHT POLE o 'r I CL TYPICAL Y'6,, a: s U o TYPICAL ! 18' SPACE �NOWwoo Q� I 9'x18' SPACE �® Q o t o V) O ° ° i vcC t ° rn 1 SPACE low I SNOW STORAGE o I Z o N 1 VGC — ---_ r • 1 1 SNOW WCR I STORAGE I ° ° 1 SNOW EXISTING ' 1 Z 22.o C 5 SPACES ORDER STORAGE � 2 STORY BUILDING � � � w 1 TYPICAL �' w � BOARD � 142 � Of � � � 1 9'x18' SPACE EXISTING < a- I G a, N 5 SPACES 1 STORY METAL 7 SPACES c, RESTRIPE AREA Y #140 z j------_____ AS SHOWN t 0 EE fi" � c REMOVE 2 RETAINING WALL RELOCATE SPACES W/GUARDRAIL VGC 4, WALK LIGHT POLE TREE 8" W Q SNOW STORAGE F_`-----_ . ) G 0 20.0' \d -'► Q Y MAILBOX ^ w w X- PEDESTRIAN w WALK 1 o _ a a THE W ° ° O O O O o 0 0 o O o 0 0 0 0 0 0 ° X HANDRAIL X- '" Q 1 00 � 0 N w ul 1 VGC a ��k `✓ 1 WCR 65.00 -- 1 I N z LLJ O 22. ---�, O t/1. \/►r F l0 to rd' M N r• BUILDING 2 Y 13 SPACES RETAIL o STORAGE Q J Q , 2,60U s.f. footprint P F.F.=� O.2cJ PROPOSED SIGN RETAINING WALL U o 8 SPACES N 11 SPACES Y TREE fi 7 SPACES W/GUARDRAIL 65.00 —1 " f V o Q ° 0 14 7' 5' WALK HC RAMP 3 m ui w t i U ca O 06 SNOW l HC RAMP - cn F_ REMOVE SIGN — — _ _ STORAGE — — — — — —— — — � o ------------ - -- --- - -- --- - -- ----- -- — _ — . .� _.— _ 3 TREE 6" • TREE 6" REE 6" ° REE 6" O _ 0 •c E 5' WALK 6' WALK _ 6' WALK 6' WALK TREE s" o :. U) REMOVE 22 M L.F. OF VGC r-- DOMES' (PERMA V ILL CAPE O .•!a CANAL STREET o -- --------------� W N .Q� 4 J a )LLARDS BY OTHERS. w w .mo o o o � oU Za gy . f� Q 31KE RACK BY a 5 _ z00 � � � `m^ a� z � ^M IS BY OTHERS ►-� FTo sew � � W Z �IoZ .. v �2 LL D 2*00 0 GUARDRAIL BY D CITY OF SALEM �DI+5o J 12' WIDE PAVED ACCESS -� D BY CITY OF SALEM LA cu 0 cu af, U a� USE EASEMENT v, Q �\ AREA _ cn _OSED WASTE AND S D Q Q° (CLING CONTAINERS NOw Sr '2®+ O cn Q U Ln Co OR�GE 0 E TO BE �24+00 12' WIDE PAVED ACCESS c o IOVED • p BY CITY OF SALEM 0 AUll ` STREW 0 24+so o Qw 0 TE Np Rg � 40-- a. S D 125+0 L CIE oe V) 0 p w L L � n H 0 02 IV a! O H - H `D GUARDRAIL BY w LL 5. �E W +50 CITY OF SALEM m m : Z i D c c3: o t+ •21 3 W (LL' 3 0 0 ENCLOSED WASTE AND ' 6-0 RECYCLING CONTAINERS n- Z 0 z RELOCATE 9 SP 72 6+5o a 0 LIGHT POLE ACES I G��gETTS b''d o ' CONCR�-E D ��- 127+so P ti c� ENCLOSED WASTE AND pT--- p v RECYCLING CONTAINERS RELOCATE -.-_Q__ _ p 12a+oo — Q a LIGHT POLE ���: D ``�- D — o z co 4 TYPICAL RETAINING WALLEXIS z NG 9'x 18' SPACE ��WW00 eP AS�METERS °___ NOTE: INSTALLATION OF ACCESS ORDERBOARD W/CANOPY a a PATH BY OTHERS. FUTURE° 14 SPACES a aa a MAINTENANCE OF ACCESS PATH ° NJ o o TRANSFORMER ATYPICAL 81_�HERS 1 SPACE EXISTING PAD 9 x18 SPACE o 0 GAS METERS ' BLOCK 10 SPACES J RETAINING WALL ° a ° SNOW BLOCKEXISTING RETAINING STORAGE 1 WALL Q 2� 8 STORY BUILDING Q V) —r7L 5' WALK #142 > Q w 150.00 WCR SPACES EXISTING 0- 0- 5 I ACES 1 STORY METAL �_' RESTRIPE AREA x #140 z I � 5' WALK AS SHOWN Q g IBUILDING 3 STco EE 6" �. 1 4.0, 1 1 FLOOR RETAIL � •.�,,� f 2ND_yD FLOOR RESIDENTIAL o REMOVE 2 RETAINING WALL o 00 ¢ M'T, Lo RELOCATE SPACES W/GUARDRAIL (22 Units) 0 co 'LIGHT POLE 8,5 6 s.f. footprint TREE 8" F.F.=10.25 0 �' L U vGC Q V, EXISTING DRIVE-THRU 20.0' �42.6'' BUILDING MAILeo Q THE X-WALK CONCRETE SIDEWALK PEDESTRIAN 150.0o I 1t./�1 30 , ® U w 0 0 0 0 0 0 0 0 0 o a 1 0 0 0 0 0 0 o a HANDRAIL X-WALK WCR 8 WALK s J a X�Wq(k _._.� X-WALK , � to U VGC ----------------- — — N VGC I � `/ W N w I 1 ACCESS CONCRETE ' �f Y 13 SPACES < 1 I EASEMENT AREA to EW ALK Q Y ( 15 SPACES TH 1-191 Q Q o 1 TYPICAL ESHGW I Z o �t 1n N I 9'x18' SPACE E 040 4 i—� V co PROPOSED SIGN �d �" o 8 SPACES RETAINING WALL 1 8 SPACES Z' '` SPA ES i N CES Q . CONCRETE BSIGN 15H ASE TREE 6" 7 SPACES W/GUARDRAIL N O r- �t �n �/ \_ M N J O REMOVE SIGN M� _ _ _ _ _ -24.0' VGC o N V SIGN 0 EDGE OF _ — -' EDGE OF 4 '� EDGE OF _— EDGE OF PAVEMENT—— __ __— ---- _ ,� _ _ __ . TREE 6"PAVEMENT TREE 6" # " " t�E�• NOW ST AGE SNOW STORAGE �' i 0 TREE 6 RE 6 PAVEMENT PAVEMENT .! 6' WALK 6' WALK IGN 6' WALK TREE 6" - ------ 6' WALK VGC VGC V C "NO PARKING" VGC VGC EDGE OF VGC PAVEMENT Ln INSTALL 39 INSTALL 40 N L.F. OF VGC L.F. of vcc RETAINING WALL V � CANAL STREET O V r-- Z_ �-- � w VGC VGC VGC VGC VG VGC VGC VGC .__ EDGE OF PAVEMENT .-— w CONCRETE SIDEWALK !( rnMnocrc CIf1C tAtAI V LUMINAIRE SCHEDULE (A V) o CATALOG NUMBER W 0 NOTES: SYMBOL LABEL QUANTITY KIM LIGHTING OURO SERIES DESCRIPTION LAMP TYPE TILT LLF PHOTOMETRIC FILE o U 1. SECURITY LIGHTING TO BE DETERMINED. LED POST TOP ? M c 2. ILLUMINANCE VALUES CREATED FROM MANUFACTURERS PHOTOMETRIC DATA. UR20-24L-25-3K7-3 TYPE 3 DISTRIBITION 3000K _ _ �~„� _ ^°i z 3. ILLUMINANCE VALUES SHOWN REPRESENT MAINTAINED HORIZONTAL � A 15 15' MOUNTING HEIGHT 0' 0.85 UR20 24L-25 3K7-3—PT.IES z z°0 in u FOOTCANDLES AT GROUND LEVEL. (FINISH & ELECTRICAL TO BE VAMP LUMENS=3090 LED � _ 94 o o !N W 4. FOOT CANDLE VALUES SHOWN DO NOT ACCOUNT FOR LIGHT REFLECTION SPECIFIED BY OTHERS) W z ^ w o; W � oZ .. .. EXISTING LIGHT SOURCES, SLOPING GRADE OR EXISTING OR PROPOSED LED POST TOP V7 s o o THREE DIMENSIONAL OBJECTS. UR20-24L-65-3K7-3 TYPE 3 DISTRIBITlON W 3000K B 16 13' MOUNTING HEIGHT 0' 0.85 UR20-24L=65-3K7-3—PT.IES \ (FINISH & ELECTRICAL TO BE LED SPECIFIED BY OTHERS) LAMP LUMENS=6807 LED POST TOP UR20-24L-25-3K7-5R TYPE 5R DISTRIBITION 3000K E-�-� C 5 (FINISH & ELECTRICAL TO BE 15' MOUNTING HEIGHT LED 0' 0.85 UR20-24L-25-3K7-5R—PT.IES SPECIFIED BY OTHERS) PER LAMP LUMENS=3090 CO3 a " .y d CS ° 2 � n $ $ �� tLn $AV N 4-0 ' $ ' ,v '� $ op is •� U N ` a > ` ° �+ E O C11111 a1' g C � S Ap 9 r .2 _ Y y..7.. '. °i cG `G Ln a.+ $ •S �/Q BR 1'"�q*p Ir w J is L- in in Ln $ #r w� / ' OC to CA H JJ Ll 1 R / � -a LL. � •� � :�� � magZO B °J c 0 0 O L L L 69 Ap $ , , ° ° ;' i 1 , �p a� , op �g 8P �{, °Q ep o9 �? �gETTS 6, d ' ' J � o� ` 0 `F "r` ap �' < <R °�' � rr Q>o ruf a Ilk CP `$ a� R • op If .� lop � �, M $ Z EXISTING1P1 . 2 STORY BUILDING i o" JP �j Z g #142 j ��, EXISTING �, B B 1 STORY METAL B B R' a $ if ir If A It - 11 -P 0 1-3. EXISTING a� $ .�� C ii B B BUILDING v O O O O O O O O O O O O O O O O Uj -f lip p — — — --- — ap p 9 ——9 O O d� d{y eql G l'lr` dfy C l0 1A �' M N 6 d cS op If If dp z CANAL STREET u ep � o 0 1 C103 ® � c N O ce ® // 0 M Q N Q 1 Parking South C Parking North _ 1036 points at z=0, sp 1Oft by 1Oft 787 points at z-0, sp 1Oft by 1Oft HORIZONTAL FOOTCANDLES (� HORIZONTAL FOOTCANDLES Average 0.7 r— Average 0.8 O Maximum 5.3 Maximum 6.0 Minimum 0.0 Minimum 0.0 Avg:Min N/A Avg:Min N/A ,` L.n Max:Min N/A Max:Min N/A ?— Coef Var 1.30 Coef Var 1.44 Ll UnifGrad N/A UnifGrad N/A U t t z �-- 1 Q W � Q = 0 VERTICAL GRANITE 1" WEARING COURSE 50-FT LONG w > ,� FINISH GRADE, °oo°°°°°°°00000°o°o°oo°o°o0.9 o o O CURB, TYPEVB MATERIAL VARIES ,I TACK COAT o000000000000w � _ �„ � o BITUMINOUS CONC. TOP BINDER COURSE 2-1/2 BINDER °o°o°o°o°000000000000000000000000 _o o ' N 0 0 0 0 0 ° I-I a Q 0, o0 COURSE AS SPECIFIED SAWCUT EXISTING _ � Z PAVEMENT APPLY TOP COURSE COURSE 00000000.0°0°0°0°0°0°0000°0°000 a Z 2 z u 0 0 0 0 0 0 0 0 0 0 0 0 0 = 0 0 0 0 0 0 0 0 0 o 0 0 0 BIT. CONC. BINDER TACK COAT ° - o°0°0°0°0°0°0°0°0°0°0°0°0° BINDER COURSE 12" „ � ° 0 0 0 0 0 0 0 0 0 0 0 0 0 COURSE AS SPECIFIED 6 7oO o 0000000000000 I a i. VARIES �° 0 0000000000°00000000000000o d TOP COURSE t"'""i W •- 12 GRAVEL BASE -�---� o 0 0 0 0 0 0 0 0 0000000 = Z p z . 00 0 0 0 0 0 0 0 0 0 0 0 0 0 � o EXISTING PAVEMENT o0000000000 cv 0 0 0 0 0 0 0 0 0 00004» rn oo 8" GRAVEL SUB-BASE USE CRUSHED STONE CAPE COD BERM00 COMPACTED SUBGRADE ,f „ GREATER THAN 3-INCHES PLAN VIEW 7 EXISTING BASE BASE COURSE 6 6 _ BUT SMALLER THAN C/� CRUSHED STONE MIN. MIN. — COMPACTED 6-INCHES III= I Ell 111— �oa� 18,35P SUBGRADE RAVEL BASE° o 12» 0 0 0 0 0 0 0 0 0 0 0 o°Q0o ° o 0 0 • o MIN. �- 4io 000°° o 0 0 0 0 0 Ono 0 0 0 12 csOO°o ° o a POURED CEMENT �o ° ° 6" MIN. EXISTING CONCRETE SADDLE ° PAVEMENT SECTION GRADE SECTION VIEW I-III— I I, , ,III-III—III-I I ( ACCEPTABLE UNDER NOT TO SCALE SECTION M4 OF THE ( ) CAPE COD - BERM massDOPEc F CTIONDS NOTES: DETAIL PAVEMENT- MATCH 1. BASE COURSE AND SUBBASE (NOT TO SCALE) (NOT TO SCALE) VERTICAL G RAN ITE CURB COURSE SHALL EXTEND 3" MIN. CONSTRUCTION ENTRANCE (NOT TO SCALE) BEYOND EDGE OF PAVEMENT. (NOT TO SCALE) a r CC 4- CONCRETE AS SPECIFIED Pavement or Impervious Surface SiltSoxxTM(8", 12",or 18"TYPICAL) Ln U O O � N 1 4"W X 1"D SAW CUT aj Concrete blocks or sand bags sized as needed(10'O.C.) ;; CONTROL JOINT =" AREA TO BE PROTECTED FINISHED GRADE UNPAVED PAVED •3 0 b ru cN (MAX.( WORK AREA 5'-0" O.C. TYP.) 6" DIA. SCH40 STEEL PIPE, FILLED WITH _ a n° Z. EXPANSION JOINT EXISTING GROUND CONCRETE. PROVIDE WELDED CLOSURE 0 v°Ji Q U o m PLATE AT BOTTOM. PIPE SHALL BE RUST FINISH GRADE WWF 6x6-W4xW4 (2" MIN. TO FREE AND PRIME COATED. BOLLARDS TO BE • X• . .•X —X x �- . PAVING AND SUB-BASE MATERIAL �.' .,' T ; tax FINISH SURFACE) COVERED WITH POLYETHYLENE SLIP COVER. c -. 8" G W (TYPE ) COLOR TO BE COORDINATED WITH OWNER. _ RAVEL BORROW TY B 00 TH 0 L COMMON FILL MATERIAL - o �LTJ�-I�IIL_III_If( COMPACTED SUBGRADE SECTION NTS M M O O J W a U LONGITUDINAL SECTION _3 vai ,o � 12 NOTES: COMMON FILL MATERIAL .� Q -a -a WARNING TAPE I PROVIDE POSITIVE SLOPE AWAY FROM BOLLARD, w L 'a � L '� 1. SURFACE SHALL BE BROOM FINISH UNLESS OTHERWISE NOTED. FINISH SURFACE SHALL BE SLOPED FOR SMOOTH CONCRETE FINISH a, L � ILA Ln ='POSITIVE DRAINAGE AND SHALL SLOPE AWAY FROM STRUCTURES. w C5. 0 a_ � Ln c mom 2. EXPANSION JOINTS SHALL NOT EXCEED 30' O.C. AND SHALL BE PLACED AT ALL BUILDING ABUTMENTS. SCREENED GRAVEL PLACED AGAINST FINISH PAVEMENT GRADE >. Z U_ Concrete blocks or sand bags sized as needed(10'O.C.) UNDISTURBED SIDES AND BOTTOM OF aim a� L 12" MINIMUM SEE 3 U 45LL 3 • 3. CONTROL JOINTS SHALL NOT EXCEED 5'-0" O.C. UNLESS OTHERWISE NOTED. •� � � o � � AREA TO BE U FACE OF MASONARY PROTECTED 0 0 w a o p 30' MAX SPACING BETWEEN STRUCTURE 8" MIN CLEARANCE EXPANSION JOINTS " 1/2" PREMOLDED JOINT SiltSoxxTM(8", 12", 18"TYPICAL) IN SCREENED GRAVEL 5 -0 TYP. WIDTH VARIES FILLER W/ JOINT SEALER r A � 24" CONCRETE FOUNDATION S�TTs SEE PLANIF 4" THICK CONCRETE WALK /-- WWF 6x6-W4xW4 (2" MIN. WATER FLOW USE SONOTUBE FORM P°1J .� O J CROSS SLOPE 2% MAX. TO FINISH SURFACE) X.'. x -x 4» TYP SEWER OR DRAIN TRENCH SEE NOTE 1 / " Z ' '' WORK AREA �� i 3 8 DIA. WELDED HOOPS. > ==Q 6 o CONTROL JOINT (SAW -CUT 1-IN DEPTH) » 18 DIA. TOP, BOTTOM, AND CENTER b it _ 8 GRAVEL BORROW (TYPE B) �� �'�i �o .1I1=. . 1I .... .. ..:::: UNDISTURBED EARTH '1'0 I„IIII, ,IIL�;III,=_1111,;,111;r �I,_ COMPACTED SUBGRADE NOTE 1 BELOW Wwoo r » 8 MIN SCREENED GRAVEL BEDDING 1/2 EXPANSION JOINT REQUIRED WHEN COMPACTED ` WALK ABUTS RIGID STRUCTURES NOTES BELOW OUTSIDE DIAMETER OF PIPE. WALK AT MASONRY STRUCTURE PLAN NTs / / / UNDISTURBED SOIL PLAN 1. FOR PIPES OTHER THAN PVC, SELECTED COMMON FILL MAY BE USED FROM 0' NOTES: MID-DIAMETER OF PIPE TO 12" ABOVE TOP OF PIPE o 1. ALL MATERIAL TO MEET SPECIFICATIONS. N 5'-0" 2. FILTER MEDIA TO MEET APPLICATION REQUIREMENTS. N FINISH GRADE 3. FILTER MEDIA TO BE DISPERSED ON SITE,AS DETERMINED BY POLYETHYLENE COVERED CROSS SLOPE 2% MAX. ENGINEER. -=x, x x. wwF 6x6—w x B O L LA R D • 8" GRAVEL BORROW (TYPE B) (NOT TO SCALE) I111=III=I 1_IT i l-I T I_►11=�1--COMPACTED SUBGRADE U I 11 1 11 1 1 1 1—III III III 1 1 I-1 1 1 1 1 1 SILTSOXX SEDIMENT CONTROL TRENCH DETAIL FOR TYPICAL cRoss SECTION CONCRETE . WALKWAY ON PAVEMENT GRAVITY PIPE (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) c a�`' •.a � `'a v •� � v v � d '•a - � •v � FINISHED GRADE � t 2 f . v4v v. ev vov V% -�Pr . v. , v .. vov Ll.! v. a o a v v°1v1 v v DETECTABLE SURFACE TO a v'SLOPE: c v v ' . v . .,o. ' v LORE•.c v CONFORM WITH ADA CURB • BIT./GONG vl. v v v BIT./GONG o STANDARDS 4.7.7 AND 4.29.2 � ANGLE OF FITTING Q SIDEWALK a a v SIDEWALK o o z v v . . v v . v c v°.v ' v Q c' FITTING BELLS TO BE KEPT v FFI tAND`NG:aV . 17 0 0 0 FREE OF CONCRETE Y UNREINFORCED THRUST BLOCK SHOWN Uj s. v O O O O O V v V V '. V. v v •. .a O Q O 0 . . 'A 00 0000000 '. a . o e . v . v�l:�f` v . ° . 0 0 I 10 -0 MIN. .�:, ..,, . ., �o Q 0 0 0 0 v c v 'a v a c `SvLOPC q a o 00° " •,•.. •. . .. . BIT./GONG .° v 0000 0 . ; �O O�O�OQOw .3.-... SIDEWALK ° ° (RAAX�) 40 0 0 v e--�-- N. 0000 in Z a - a BEARING AREA AGAINST W },. J ° p° ° o . ° V a 000 6'-0' 6'-0' CURB �o . e ° . ° ° ° O 0 0 o WATER MAIN OR 00 UNDISTURBED MATERIAL °� 30—Opt o a v a n a 00 0 00 SERVICE 3 CLEARANCE N DETECTABLE SURFACE TO MIN. —_� z CONFORM WITH ADA SERVICESEWER AOR SEWER .'...; ,J PLAN 4 -0 2 -0 s FORCE MAIN REINFORCED STEEL IF REQUIRED ' ,�;� :... Q STANDARDS 4.7.7 AND 4.29.2 0 .. �, U PLAN '.'. . t. .. �. .. 00 fir. y 0 Z N CURB 1 CURB 1 0 Cfl Q O°°° _L r t�r� s; w y . n�T: N .~�'," Y / l ✓ NCIO _j LU <� AW Z ca Fes— 6'-0' N 0 6'-0' - 6'-0' WATER�SEWER CROSSING 0 G 3' O„ ELEVATION (NOT TO SCALE) MIT NOTES: THRUST BLOCK ELEVATION (NOT TO SCALE) Ln 1. WHEREVER FEASIBLE, SEWERS WILL BE LAID AT A MINIMUM OF 10 FEET, HORIZONTALLY, FROM ANY NOTE; M EXISTING OR PROPOSED WATER MAIN. SHOULD LOCAL CONDITIONS PREVENT A LATERAL SEPARATION OF THRUST BLOCKS TO BE 3000 P.S.I. CONCRETE PLACED AGAINST UNDISTURBED MATERIAL. 06 10 FEET TO A WATER MAIN THE SEWER MAIN WILL BE LAID IN A SEPARATE TRENCH AND THE ELEVATION LI OF THE CROWN OF THE SEWER PLACED AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. MINIMUM BEARING FACE AREA FOR V O WHEELCHAIR RAMP WHEELCHAIR RAMP WHENEVER SEWERS MUST CROSS UNDER WATER MAINS, THE SEWER SHALL BE LAID AT SUCH AN CONCRETE THRUST BLOCK ,IF•� ELEVATION THAT THE CROWN OF THE SEWER IS AT LEAST 18 INCHES BELOW THE WATER MAIN. WHEN IT PIPE DIAMETER V M NOT TO SCALE NOT TO SCALE INCHES 6 in• 8 in. 10 in. t2 in. Z IS IMPOSSIBLE TO OBTAIN HORIZONTAL OR VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE HYDRANTS, PLUGS, WATER MAIN AND SEWER SHOULD BE ENCASED IN CONCRETE FOR 10 FEET EITHER SIDE OF THE CAPS, AND TEES (S.F. 4 6 9 13 M NOTE' CROSSING. W 0 90• (S.F.) 8 12 19 26 NOTE: 2. IN LOCATIONS WHERE THE SEWER MAIN DOES NOT HAVE 48 OF COVER THE MAIN SHALL BE INSULATED. _jZ 45' LL.I WHEELCHAIR RAMP SHALL COMPLY WITH ALL STATE AND FEDERAL RULES AND WHEELCHAIR RAMP SHALL COMPLY WITH ALL STATE AND FEDERAL RULES AND REGULATIONS. (S.F.) 3 s 13 1s REGULATIONS. 22 1/2• (S.F.) 3 s 10 : Q l V) CA 0 HEAVY DUTY CAST IRON EJ OMA552000026 FRAME & FINISHED GRADE W GRADE COVER AND FRAME VENT TO ROOF t FRAME & COVER GRATE OR APPROVED EQUAL _ °o° FINISHED GRADE Q� � MORTAR W Z a M MORTAR Z Z_ -� LA •. . BRICKS AND MORTAR a Z s oo U " 1 -0 —~ BRICKS AND MORTAR TO BE USED TO MAKE CURB F"� � V z p z O1 AS READ 2 MAT TO BE USED TO MAKE SUPPLIER TO PROVIDE GRADE ADJUSTMENTS v'.: v PLO r k k. �_ SUPPLIER TO PROVIDE . GRADE ADJUSTMENTS 12-INCH COVERS TO .a ': OPENING W °o N LL ' 12-INCH COVERS TO d SUPPORT AN H-20 LOAD ., v v , v WATER SUPPORT AN H-20 LOAD 4 CONICAL SECTION °" CONICAL SECTION WEEPHOLE TO BE 1 " REBAR FOR BAG INLET A�•' WEEPHOLE TO BE ° PRECAST IN RISER REMOVAL FROM INLET ° PRECAST IN RISER , SECTION •v ° " SECTION (REBAR NOT INCLUDED) T a v . y Ad. 1'_O" OUTLET TO SEWER e ° % OPTIONAL OPTIONAL RISER SECTION OVERFLOW • A'. <• RISER SECTION - OVERFLOW , D SILTSACK® e -- NORMAL _ OUTSIDE OF PIPE DUMP LOOPS u B min STEPS OUTSIDE OF PIPE WATER +2" CLEARANCE �Fp PIPE OPENINGS TO BE » LEVEL • .g PRE-CAST IN RISER +2 CLEARANCE (REBAR NOT Typo INLET D A B W INCLUDED) ' �^ SECTION SHEA4" 4' 3'-0" 2'-6" 5" o \- -THE ELIMINATOR" CATCH BASIN TRAP OR U O . • a� . 5" 4'-0" 3'-6" 3'-0" 5» - `t APPROVED EQUAL n e v Q 4'-0"x4'-0" 3,—O» 2,-6» 6» ?R BASE SECTION v : v .'v •3 = a a� BASE SECTION ° ' q ° ° ° ° * rn A�.O 'L1 a � v .. p .v : 'v. v .. . y "'vv i � N."a » , ,f , » , >r » U --� W 6 4 -0 5 -0 4 -6 5 F� �k g, a :.V .Qr .a V. a :,, N v o � ..v V. v v...v . v v v . v.. SECTION VIEW 4 —O, x4„0 4'-0" 3,-6» 6„ a • V....§ . . V .Q a o > NOTES: 5 —0 3 —6 3 —0 6 °e ° .•,'° . .: ° :. o .a P" ° .• o . O N Q U to m 8" 5'—O» 6,-0" 5'-0ff 6» d ° v p v.. v . v.. v v . v . v. v.. 'A • .Q .Q V'.Q v:.q V:..,q V'.Q V "4 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. 6'-0" 4'—0" 3'-6" 7" \ , ° d • \ d FiVcT v o , V :- o e a _•Q " v :..'d v . v " v : 'p > 0 . ., d ° °° ° y,� v .a o _� Q n c � .. v a v O v 2. MANHOLE DESIGN SPECIFICATIONS CONFORM TO LATEST v' . a p.. a . a .. v V., v . v.. CONCRETE MANHOLEASTM C478 SPEC SECTIONS." REINFORCED „ r ,r r » " _ M m E _ » 10 6 -0 6 -6 5 -6 7 - � m E 12 MINIMUM SCREENED I MGRAVEL ° v '' n '• v ' a v a 'v ' O 8'-0" 5'-0" 4'-0" 9" v . v .v v v.. v . v.. SCREENED GRAVEL — UNDISTURBED EARTH ,., o J QJ a U 3. BUTYL RESIN SECTION JOINT CONFORMS TO LATEST UNDISTURBED EARTH a ° ".a .p ° a W Q L L ASTM C443 SPEC. a .v a v -. .a v a o w cn ,o ,o 10 r. PRECAST CATCH BASIN ° ° ° v Q PRECAST CONCRETE °` " °' 4. STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC '° a -o 0 0 ; n � W � L L �. Vf V1 N •'"•' STEP CONFORMS TO LATEST ASTM C478 SPEC. 0I L/GAS TRAP n o (NOT TO SCALE) g 5. PIPE NOT SUPPLIED. DRAIN MANHOLE SINGLE GRATE m 2 m (z D ETAI L (NOT TO SCALE) .a �,.o Z �+- 6. CONE SECTION AVAILABLE 1N 4'-0" I.D. ONLY. cn (NOT.TO SCALE) a = 3 `i•�:: S I LTSAC K - .- 7. FOR INLETS LARGER THAN 10" THE DESIGN AND DIMENSION LL (NOT TO SCALE) O -Q a j g�TTS I t 16'-0" —1 _0" LL� �Q�o �w Y] U Z I EJ OMA552000066 3 FLANGE FRAME & 03 GRATE 0 CURB OR APPROVED EQUAL I I I ( I i I I I I I I EJ OMA552000067 4 FLANGE FRAME & 24 DIA 24 DIA —� FINISHED GRADE ( I ( ( CLEANOUT COVER I I I I I CLEANOUT COVER GRATE @ LOW POINTS OR APPROVED cn EQUAL (2 PLACES) (2 PLACES) rn MORTAR I I I I I I I I I I I I o N BRICKS AND MORTAR 5 -O 6 -O g,-O„ 10,-0„ �, �, �� f, „ TO BE USED TO MAKE �� a •' GRADE ADJUSTMENTS I I I I I I I MIN. 8" FLAT TOP ° " M 48 OPENING WEEPHOLE TO BE INLET/OUTLET I I I I I I INLET/OUTLET I ( I I I OPENINGS OPENINGS PRECAST IN RISER SIZE AND LOCATION I I I I I I SIZE AND LOCATION I I I I I I SECTION PER REQUIREMENTS PER REQUIREMENTS d- I II II I I I ! II •% 5'-0" DIAMETER — RISER SECTION , PLAN VIEW PLAN VIEW 8" 6» NORMAL OUTSIDE OF PIPE WATELEVEL +2" CLEARANCE o INLET C �1 INLET °° ° -.° - ° ° OUTLET °°. ° . ° . . ° � °• ° ° ° ,,°. OUTLET o • 12" PIPE —�� 12"/15" PIPE 12" PIPE _�� 12" PIPE o a "THE ELIMINATOR" CATCH (TYP) 3" VENT NP 3 VENT L u (TYP) C ) d (TYP) BASIN TRAP OR r ^ cn APPROVED EQUAL BASE SECTION 1 " 1279t GAL 1279t GAL 3" 465E GAL 465E GAL 7'—Ot° 4'-9" 4'-4" 5'-6" 5'-4f, m 5'-5" SOS8 5'-10" SOSB 2238E GAL 12 HIGH SLOT SOS19 SOS13 12" HIGH SLOT SOSB 863E GAL SOS19 a \ SOS13 8„ 9 FT WIDE SOS13 6 5 FT WIDE < 6" do. z 12"MINIMUM ~ o. 0 SCREENED GRAVEL V. UNDISTURBED EARTH ° ° ° --------------- °� ° ° b W SECTION VIEW SECTION VIEW F- W fn v M N Q z NOTES: NOTES: Q ,.,,•: � 1 . CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 's V • ,N �•.yt' 1 . CONCRETE: 5, W o : :-,;J 000 PSI MINIMUM AFTER 28 DAYS. < 2. DESIGNED FOR H-20 LOADING, COVER 1 TO 5 FEET. z 2. DESIGNED FOR H-20 LOADING, COVER 1 TO 5 FEET. O b PRECAST DO 3. TONGUE AND GROOVE JOINT SEALED WITH 3. TONGUE AND GROOVE JOINT SEALED WITH N w : DOUBLE GRATE ' •CATC H BAS I N BUTYL RESIN. INLET HEIGHT MAY INCREASE m w SLIGHTLY DUE TO THE BUTYL RESIN USED. BUTYL RESIN. INLET HEIGHT MAY INCREASE ® T Q m (NOT TO SCALE) SLIGHTLY DUE TO THE BUTYL RESIN USED. �u O ; W U o O 50.00 GALLON , SEDIMENT AND OIL SEPARATOR2000 GALLON SEDIMENT ANDOIL SEPARATOR N L , (NOT TO SCALE) (NOT TO SCALE) 00 uj W '•WVVV� . ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS CA cn o w a � '00 o8 MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION / DENSITY � M' � � � 6 CLASSIFICATIONS REQUIREMENT z FINAL FILL:FILL MATERIAL FOR LAYER'D'STARTS ~1 z FROM THE TOP OF THE'C'LAYERTO THE BOTTOM ANY SOIUROCK MATERIALS,NATIVE SOILS,OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. I�� {..LI ^ Z M U D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT NIA PAVED INSTALLATIONS MAY HAVE STRINGENT a '� o O p 6GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. ^ . 1 O r 'rJ W rn MAY BE PART OF THE'D'LAYER F� W Z + p Z X" AASHTO M145' BEGIN COMPACTIONS AFTER 12"(300 mm)OF (� z o c� O a W r G • MATERIAL OVER THE CHAMBERS IS REACHED. INITIAL FILL:FILL MATERIAL FOR LAYER'C' GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES,<35% A-1,A-2-4,A-3 COMPACT ADDITIONAL LAYERS IN 6"(150 mm)MAX STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. LIFTS TO A MIN.95%PROCTOR DENSITY FOR C STONE CB'LAYER)TO 18"(450 mm)ABOVE THE OR WELL GRADED MATERIAL AND 95%RELATIVE TOP OF THE CHAMBER.NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU AASHTO M43' DENSITY FOR PROCESSED AGGREGATE SUBBASE MAY BE A PART OF THE'C'LAYER. OF THIS LAYER. 3,357,4,467,5,56,57,6,67,68,7,78,8,89, MATERIALS.ROLLER GROSS VEHICLE WEIGHT 9,10 NOT TO EXCEED 12,000 Ibs(53 kN).DYNAMIC FORCE NOT TO EXCEED 20,000 Ibs(89 kN). EMBEDMENT STONE:FILL SURROUNDING THE CLEAN,CRUSHED,ANGULAR STONE,NOMINAL SIZE AASHTO M43' f' NO COMPACTION REQUIRED. B CHAMBERS FROM THE FOUNDATION STONE('A' LAYER)TO THE'C'LAYER ABOVE. DISTRIBUTION BETWEEN 3l4-2 INCH 2O-50 mm) 3,357,4,467,5,56,57 FOUNDATION STONE:FILL BELOW CHAMBERS OF THE CHAMBER. CLEAN,CRUSHED,ANGULAR STONE,NOMINAL SIZE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT A FROM THE SUBGRADE UP TO THE FOOT(BOTTOM) DISTRIBUTION BETWEEN 3/4-2 INCH(20-50 mm) 3,357,4,467,5,56,57 SURFACE." PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR#4 STONE WOULD STATE:"CLEAN,CRUSHED, ANGULAR NO.4(AASHTO M43)STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6"(150 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION 1 U EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. J _JI ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL >; AROUND CLEAN,CRUSHED,ANGULAR STONE IN A&B LAYERS PAVEMENT LAYER(DESIGNEDr-- BY SITE DESIGN ENGINEER) 1 Ol PERIMETER STONE `:'' :* ����j\� ��� �t���♦ �� ��`: ♦ ' ��'.�.� .:\��r'. jp' A' � ;. _ N Q (SEE NOTE 6) r �: .y '. �.)\ ,/,�.�r/�,%,1.� /1 \ 12,/C /��jri' mc fir,,. .� .� \ 2.41m �.r W I�.//fl�//:Jlt�//'lli�/l.Ilt`//11��!% F NII��//il�. /r.11.�✓. f�='!!I(. !/II,. /!I �hlli%!/q;�//I // 16" ( ) -� L-+(450 mm)MIN` MAX rd RS N 6"(150 mm)MIN O 0 � EXCAVATION WALL 3 .CL O d (CAN BE SLOPED OR VERTICAL) _ _ 30" ON QUI.Am e f11 m o 0 m e (760 mm) _I T ll1 I p u • -t I Ti- !I--!i I-i I-! T;�it i = -i -i�- - I T ��_ T, -I -' !!- !-!I 'TL - - +•' L -lilt =1I I-II l� I��`I ! i I ( I _ �j -1- 44 DEPTH OF STONE TO BE DETERMINED M o II I- T -II -� 1 Ifll- T T,Ii If 111 Il l� t�ll 'I�T�III�I Illy l BY DESIGN ENGINEER 6"(150 mm)MIN J M > i I--I I _I�L� ' Ouj 12'(300 mm)MIN END CAP SUBGRADE SOILS 6" 51"(1295 mm) 12"(300 mm)TYP Q V (SEE NOTE 5) (150 mm)MIN 10- -� Q is -O -0 -a V)� ' cC w NOTES _ w J i i H N H f� W a1 O 1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", W 01.0 U_ CD cm of OR ASTM F2922"STANDARD SPECIFICATION FOR POLYETHYLENE(PE)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". m m � 2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION m � � CHAMBERS". Z 0)cu 3. "ACCEPTABLE FILL MATERIALS"TABLE ABOVE PROVIDES MATERIAL LOCATIONS,DESCRIPTIONS,GRADATIONS,AND COMPACTION REQUIREMENTS FOR FOUNDATION,EMBEDMENT,AND FILL C +' C 0 O 0 u MATERIALS. LL 4. THE'SITE DESIGN ENGINEER"REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT. � a 5. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE 0 Q Q WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 6. ' PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 7. ONCE LAYER'C'IS PLACED,ANY SOIUMATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C'OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION. SETTS b''d STORMTECH SC-740 CROSS SECTION , P 'Li o� °��� (NOT TO SCALE) _ -- -I =J 6 DO NOT INSTALL INSERTA-TEE AT Ti CHAMBER JOINTS WWOD I—I_I A _j 90.7"(2304 mm)ACTUAL LENGTH 85.4"(2169 mm)INSTALLED LENGTH =_ 1 j <-BUILD ROW IN THIS DIRECTION CONVEYANCE PIPE T V) MATERIAL MAY VARY ',•; (PVC,HDPE,ETC.) T _ O 3iFl— r - - START END ! �--11� -1 I_ �. I 1 !;L 1 JI_ I � 11 I_ I I I II • INSERTA TEEm I I '��ul ,1 Iral��r r 1Ll' lif� ITl ill. A ;.7 OVERLAP NEXT CHAMBER HERE CONNECTION INSERTA TEE TO BE (OVER SMALL CORRUGATION) M INSTALLED,CENTERED OVER CORRUGATION ACCEPTS 4"(100 mm)SCH 40 PVC PIPE FOR INSPECTION PLACE ADS GEOSYNTHETICS 315 WOVEN PORT.FOR PIPE SIZES LARGER THAN 4"(100 mm)UP TO GEOTEXTILE(CENTERED ON INSERTA TEE 10'(250 mm)USE INSERTA TEE CONNECTION CENTERED INLET?OVER BEDDING STONE FOR SCOUR SECTION A-A SIDE VIEW ON A CHAMBER CREST CORRUGATION PROTECTION AT SIDE INLET CONNECTIONS. GEOTEXTILE MUST EXTEND 6"(150 mm) CHAMBER MAX DIAMETER OF HEIGHT FROM BASE OF --�� PAST CHAMBER FOOT INSERTA TEE CHAMBER(X) SC-310 6"(150 mm) 4"(100 mm) 29.3" r 30,0" SC-740 10"(250 mm) 4"(100 mm) (744 mm) o ® (762 mm) DC-780 10"( 50 mm) 4"(100 mm) MC-3500 12"(300 mm) 6"(150 mm) O MC-4500 12"(300 mm) 8"(200 mm) 0 12.2" (1295 mm}51.0" INSERTA TEE FITTINGS AVAILABLE FOR SDR 26,SDR 35,SCH 40 IPS I-- �- 45.9"(1166 mm) ---� (310 mm) GASKETED&SOLVENT WELD,N-12,HP STORM,C-900 OR DUCTILE IRON j uj N NOTE: PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. NOMINAL CHAMBER SPECIFICATIONS CONTACT STORMTECH FOR MORE INFORMATION. SIZE(W X H X INSTALLED LENGTH) 51.0"X X 85.4" (1295 mm X 762 mm X 2169 mm) INSERTA TEE D ETA i L ® Q CHAMBER STORAGE 45.9 CUBICBIC FEET (1.30 m') MINIMUM INSTALLED STORAGE* 74.9 CUBIC FEET (2.12 m') WEIGHT 75.0lbs. (33.6 k9) (NOT TO SCALE) co -s g, `ASSUMES 6"(152 mm)STONE ABOVE,BELOW,AND BETWEEN CHAMBERS A I' A' 4"(100 mm)SCHED 40 SCREW-IN CAP NYLOPLAST 12"(300 mm) '•• INLINE DRAIN BODY W/SOLID B �. W •'' HINGED COVER OR GRATE LIJ STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH"B" C CONCRETE COLLAR STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH"T" 18"(450 mm)MIN WIDTH co v+ v m N PART# STUB A B c PAVEMENT 8"(200 mm) _I SC740EPE06T/SC740EPE06TPC 6"(150 mm) 10.9"(277 mm) 18.5"(470 mm) - MIN THICKNESS 4"(100 mm) Q SC740EPE06B/SC740EPE066PC - 0.5"(13 mm) SCHED 40 PVC � Z SC740EPE08T/SC740EPE08TPC 8"(200 mm) 12.2"(310 mm) 16.5"(419 mm) - a ® Q SC740EPE08B/SC740EPE08BPC - 0.6"(15 mm) 4"(100 mm) 00 SC740EPE10T/SC740EPEIOTPC 14.5"(368 mm) SCHED 40 PVC V ej- Z O COUPLING N • � 10"(250 mm) 13.4"(340 mm) -' 0 • SC740EPE10B/SC740EPEtOBPC - 0.7"(18 mm) N SC740EPE12T/SC740EPE12TPC 12.5"(318 mm) - ' 4"(100 mm) 4 q SC740EPE126/SC740EPE12BPC 12"(300 mm) 14.7"(373 mm) 1.2" 30 mm {: r SCHED 40 PVC Z O 6 ( ) STORMTECH CHAMBER I SC740EPE15T/SC740EPEI5TPC 15"(375 mm) 18.4'(467 mm) 9.0"(229 mm) - 8 f V LL j ce SC740EPE15B/SC740EPE15BPC - 1.3"(33 mm) ) T1 ® M Q W SC740EPEI8T/SC740EPEIBTPC 5.0"(127 mm) (200 mm r m 18"(450 mm) 19.7"(500 mm) - u 0 SC740EPE188/SC740EPE18BPC - 1.6"(41 mm) SC740EPE24B* 24"(600 mm) 18.5"(470 mm) - 0.1"(3 mm) o ALL STUBS,EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF E THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP.FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. 0 `FOR THE SC740EPE24B THE 24"(600 mm)STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75"(44 mm). - .� �= ANY VALLEY BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL LOCATION M L.n m NOTE:ALL DIMENSIONS ARE NOMINAL 11O INSPECTION PORTS MAYBE CONNECTED THROUGH ANY CHAMBER CONNECTION DETAIL 06 T CORRUGATION VALLEY NTS Li- I . g STO R M T E C H SC-740 TECHNICAL 2• ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED. O ; SPECIFICATIONS Z ; (NOT TO SCALE) INSPECTION S P ECTI O N PORT RT _ = (NOT TO SCALE) W LLJ V) ; N ,4 it W :I . ... .. .. ... . . . ..I. .. . . . . . . : I .. .� . . . .. . .. . . . . . .. . . . . .. . . . . . . .. . . . . . . ... . .. . .. . . . . � . . . . . . .. . . . . . .I . . . . . . .. . .. . . . . . . � . . . . . . . . .: . . . . . . . . . . . . . . .. .. . . . . . . . . . .. . .. . - . , - . . . . . ; . . . . . ., I . . . . .. . - . . . . i . . . � . . . .. . . . ... . . . . . . . . .. .. . . . . � . I,. � .. _�. . :.� . . . . .. . , . . . . . . . . ... .. .. :. . . . . . . - . .- . . . . . . . . . . . .. , .. . . . . .. . .. . . . . . . . - t . i .. - i . . . . . . . .. . � . .. . . . . . � .. . * ­- , , , , : ..- . �; . . .,. . . .� . . . . . . . . ... I . . . . . . . . . . . . ... . . i . . . . . . . :... - ,. I . .. .... .�.. ... ., . I �. . . . .. . .. . ... . I. .�.. . ... . . . . . : .; .. . ._.-. --� - - � - - .. ..�. *. . ... . .. .:.1 .:. . . :1 ... - . . . . . . . . . I .... .. .. i .. .. . .� .. ..... . . :- . . . . �. . . . . . . .. . . . . . . .. .. . . . . . . . . : . . . . - .. .. . . . . . . . - � . . . . . . . .. - . . � � . . . . .. . . . . * . � .-.. .. .. -. . - � :. - :�.* * : . . . .,. ... .. � . . .� - . . .. . . . � . . . . .. . - . . . . . . .. . . .. . . . . . . . � . .. . . i . . . ..- . . . - . . I . . : . . .. . . . I .. ... . : . . . . . ..� . - � . . . , . - .� � �_� . . . . . � - . . . .. . - . .. . . - .. .. . . . . I . . . . . . - . . . . .. . ; 1, .. . . - . : - I . I . . . � ... . . ­ . . . . . . . . . . . . . . . .. . .. - _. i .. . . ... .. . . . . . I . . .. .I ..: . . .1 . �� �� ... . . � � . . . . . � . .. .. . . . . ... -. . .�.. .. . . . -� .. . .. . . . ... . 11 . . .. . . . . . . . . . . . . . . . I — . . ______ I . . . : .. � ... . . � . . . . 1.I ­....... .. . . . . . . * .. . �. . . . . . . . — . _", . i I r � _,�'� V) cf) v . .:.... . . . . . * . . . * .. .. . . .. . .i .. : . . . . . - . .. -. . . ­ . . . . . - : - . . . . 0 .. . w . .. - - . . . . . .... . . - . . . -, * - - - . . - . . . --al . . .i ... . . ... - . . .. � . . .. .. . . . � . . . . . � . . .� ., I . ... .: �. .-- .. . ... . . . .i. . . . � ... . . . � - . . . i tz 2 11 ... . . PLAN INDEX - - . . ­ . . . .w . .- . ... . - I . .__ . . . . /_1 . . . - ]nr %;� P4 � 00 ; I . . 1 . 1. .. .... . . . . . . .. .. . . . . . � . . ... : . . . . . . . . . . . . . . . .... . . - .. � . I . . :*. . .. . .- . . . . .. . . � . . . . �� . . I . . . . - - .. .. , . I .- uj m 'o 0 - . . . . . .... . . .. . .. . . . . . . . . . . . : � .. . . . I . . . . . . I . - I . . � , u .... .- . � I . 1 ,4 , I �'.' . .. I . ... . . . I . . . . .. . . . . . _. . .. . , . .. . . . .. ..... I ... * � ' .' .. .� _. . . . . : ... : . .. . . .. .. . I . . . . . . � . .. . . . . .. .. I . . . . . . . .- . . _. . : . . . .. . . . . - . - - � ... . . N . , 0 ) .008 .. . . . _. .. . .. . . . .. . . . . . . . . .1 . . . . . . . (_� :, � 0 . . .. . I SHEET DESIGNATION . . . . . . ... DRAWING.-� '. tH EET " . � . ... . . . . .. . . . . w . . . . . � . . . . ... :, . . . ol, - s (", , .... . : . ..I . : 4. - . � . .1 I . - .. . . - _. .. . I . . . . : .. . . . .. . . .. ., . . . ­ . - - . . . ': � � ... . . . . . . . . . . . . . . . . - . . . ­ I. . . . . . ., � . . 1. ...1'..: .. ... . .. ,.. . . . � . . . .. .. . . . � . � .. , . . . I - . . .. ­ . . . . . . . � . . . � . I . � . I . f . . . . . . � . . . .. . : . . . .. . �. . . . . -.. . . 4 . . . . � .. . . . . . .. . . . . . . . . . r . . . . . . . - . .. . . . . ­ . . � . .. - . ... T . . �._,I .,!� 12 Z < , . . ..... .:.:. - -____ - . . .. ... .'....: . . . . . - . . . . .. . . . . . . . . . . . . I .. . . . . . . . I . .. I , , �. . .. . . . . . . . .. . . .. . . . . .. I . . ... . . .. . .. . . . . . . . . I .. . . . .. .. . I . . . . . . . . I . . . . . . . .. a I .. . - . � . .. . . . . : . . . . . . . . . . . :. . , , : . . � . .­ . . .. . . � . . . . . . . . . . . . . . . g :�! 2 ��(3) z � . . . ; ... . . .. . . . LOCATION PLAN . .: . .C1 .1 ...': : ; - . I I. . .:: : . m- ­ . . . . . . . . . . . . I . I .. . . 1 I . .. . . . .. . . : . .. . - : .: % . . .... .. . � . . . . . . . . . 1. . . . . . ... . . . . . . . .. . .� . . . . .. . ..... . . I . � I . : . . . ... .. . ... ­ . ... . . . . . . . .. . .. .: I'--------- , .. :. �_4 P4 5 2FOO m u * , . . . .. . . . I . . . . . . . . . . . . � . ......11 E� . Lm ­. . I . . . � . . . . .. . .. � . . . . � . � . . � . .. . . . . . - . : . I . . - E 26 2 F) R 6 � . .. '... . I . 11 � . .. . . . .. . . . . . . . . . . . . . . . . . . .. . . ... . . . . ! . .. .. ... .. . . .: . . .. . :�.. w.. . ... . .. .. . . - . - . . . . . � . . .: . . . ... . . . . . .. . . . .. .. ! �_4 ,.!�� - -N � I . .. . . . . . I . . EXISTING CONDITION PLAN . ­ : C2.1 :. ., 'i - � : 2 . . . . . . . . . . . . . . . .. . . . : . . . . . . i . - .. .. .. . .. . . . . . � � . . . . . . . . . . ­ . ... .' ' - ::. . . � . . lij - . . . . . . . . . . . . . . . . . . . i . .. I I . . . . . . . . . . I . . � .. .. I . . . . V 0 ... . . I .- . ,�' .. _. ... . I .. . . . . . .. . . . . . . 0­4 z E _j uj IM . . . . .. . .. .. . . . ! . . � . . . . I ,. I . . . . . . . . . . i . . a Z _ .. . . . . . . . . . . . L .. I � . . . I. � . . . . .. ... . . . . . -'s. - . . . . . . . . .. I . * . . .. . . . . . . . . .: . I F�w SON AVE I . P.1 �� , co m . . .1-w .. . . . - � . .i ... . .. .. . .. . . . .� . . . . . .: .. . . . . . .. : . � .. - . I . . cn Lo 0 L" . . . . . . . . - . . 1 . . . . ... . . I . . - 3 : . � � . .. . .. � .. .. ... . _. .: - . - - .. . .. . - - __ - . . . - . - .. . . - . . - - . . .- . : . �t-4 . . 15 00 .. . . ; ... I. .. . ;.: .. .. .. .� : EXISTING CONDITION PLAN .. . . ­ C2.2 : . - .. . . . . .. . . . __ . I.. . . . IT . .. . ­ . . . . . - � - _. .: . . . . . . � . . . . . .1 . =3 � ;;�: - - . . .. . I .. ­ . . . .. - . - ��. V) Y - LAME §' _ . ..� . . .. . . . . . . . : � � . . . . . - . i . . . ... . .. . . . . . . . � . . . __ � m . � . . . ' . . . . . .. . . . . . . . - . . - . . . 1. . I . . . . . . .. . . . . . . . I .. . - . . � . . . . . � . .. . ... . . . .. w . DEMOLITION PLAN .. . C3.1 - .. . . ­ - . . . - . . ... . . . . . . .. . . . . .. I � . .! . .. .I. .. . . . . , 4 . . . . . . . . . . . . . . . . . . . . , I - . . . . . . . . . . . . . . � ... * . . . � � .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . � � . � . . . .. . .. . . . I . I � . � .. ... . .. .. .. . . . . . . . ..:. . . . .. . .. . . . . . . . -- . � . I . . . . . . ON .. . .... . .... . .. .. . .. . I I . - . . . . - -;z_ - - . . . I q. . ­ . . . . ; (.*) -- �_...�.. . . . . .. , - . . . . - , . . ...' . . . . .. . . . . . .. . . . .. . . . . .� .. . . . ­ . . . .. .. . . . .. . � . . . . 1 . . C8 . ... � ...� ., . . . . . ...... GRADING & DRAINAGE PLAN .. . . - .. . . . � .C4_1 : .-: * . 5 :. :: .. . . . . IT . .. . . . . .. . . . . . . . . . . . . . . .. . . � . . . . . . .. . . . . . � . . . . . � . . ; . .:::: .. .. . . ... . . . � . . . . . . . . � . . I : . . . . . . . . . . . . . . . . . . . - . . � � . .. . . . . . . ... . . . . . . .. .... . . .. . . . .. . ... . . . . . . . : . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . I v . . . . .. . . . � . .: ... ... .. .. . . . . .. . . . . . I . . . : w . . I. . . . . . . . I .. . � . . . . . . . I . . . . . . . . I . . . .. .. . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i � .. � . . .: . . ... .. .... .. . .GRADING & DRAINAGE PLAN � . . . C4.2 . . - - . . . 6 : . - ... .. . .. . . .. .. . . . . . .. . . . . .. . . . . . . . . . i. . . .. .. - . . . . . . . . . .1 . I . . . . 4 . . . . . . . . . ; . . . . . . . . . - . . . , , * � . . .... . I . . . . .. . .. . .­ . . . . - - .� C) - . . . . . . . .: . - . . . . . .. . . . � .. . . . . . - . . .. ­ . . .. . : , I -, - , __ . . - .____ � 7 . .. . . . .. : - . . - . - . . . . . . .. .. .- - - ..�. � .. . . . . . . . - - - . . . . I ��,k", . . . . . .. . . . . - � . . . .. - . . .. . . . . . � . 1 — I. ­ - � .. I .: ....1 . .. . . . � . . . . � . . . . . . . .. . � . .. I . . .. � ­ .. .. . . . .. . . .. .. . . � . . � .­ .. I . I , . ... . . . '. I . - . . . - . � �. : � .. . � . .. .. . . . . . .. I I . ­ . . . . . I. �. .. . CANAL STREEr --Jl - . I .L .. L.I . ,� : . UTILITY PLAN - ,. I ..: :. � .C5.1 * _: ::-:� :. '.7 - . .. ... . . 0 - . . . . . .. . . . . . . . . . . . . . . . . . a . I . I � 11 . I . . ..- w.,. . . .. .1 . .: . 1 : . . .I . . . . . . . . . . . . . . ..� . .. .. ... ... � ,. . . . .. .. .... . . . . I . . . . I . . . I. . . . . . � . . ... . � . . . . . . . . . . . .. .:Ii . . . . � . . . 6 . . . . .� � . . .. . .. i p .7 . T - , �'. . . . ,. . .... .­ . . . . . � . . . �, .. . : . - . . . . . I . . . . . . .: .... . . . . �_ .. . . . . . . . . . I - . .. . . . .. . I +�j 1.A . . � . . . I . . . ..... : . . . .- � . . ... - . '.. . . . . . *� . .. �. . . . .. . . . . . . . . � . .. . : - . . � . . . . . . . . . . . . i . . . � . I . . .. .. . .* , . . . . . . .. . . . . : . . . . . . . . . . . . . . - . . . . .. . . . . . . . � � . . . - - . . . . . . . - .. . . : _, % . I .� - ".. ..: . . LAYOUT PLAN - : . - - .. � � .. C6.1 . :' - .� .. 8 .. . .. . - �. . .. .. . . . . .. . . . . . . . . .. . . . . . . .. . . . . I . . :.I . . . . . . . � . . .. . . �. . . � .. . . . . . . . . . . . .. . . . . .. . . . . . . . 0 118 . � . .�: . I . . 0 . .. .1 .1. .. :.. . ... .. ..., . . . �. . . .. . .. . . .. . .. .� . . .. . .. . . . ... .. . . .. ..1 . .. . . . . . . . . . . . . . . . . � � � . . . .. . . . . � . . .. . - . . . . . . . . . . . ,� .. . .� . . . --. .- - . � . � .. - I � : . - . . ­ . . . . . . I . . . . .. . I � .. . . . . .. . . .. . � . : IWO . � I,: . . . . . �� . . . .. . I .. . - ..., . .. . . .: . . . � . . . . . . I I. .. . . . . - . . � . . . . . . . . . . . . . . .. . . I . . . . . . . . . . . . . . . .. . ., . . .. . . . . . . I . . . . . . . �. I . .. I. . .. .. . . . I . .. . . . . . .. .. .. . . .. . . .. . . I . . . � . Ii . .. . I � . ; . : . . . . . . . . . . . : . .. . , .- I .. . . LAYOUT PLAN - � . ... . . .I ..I ... C6.2 -4 .: ,. %m . ....�:9 *:*,.. . ....:. ... .. ..� � . . . .. .. . . . . .� . � . I . . . . .. . . . . . . . �. . . . . �. .. . .. . . .. I . I . . . : . . .. . . � . . - I - . . . � � : _ . . . . : . . . . . . . I . . I � I .. , . . . . ­ w. �.. , .. . . . . .. . . . - . . . . . . . . . . . . . . . . I . � � . .. . : . .. . . I. . . . . . . ____ -- .. ... I ., . . .... . .. .. .. : ... . . . : . . . . � . . . . . . . . .. . . . . . . . . . . . .. . . . . . . .. . . . � . . . I . .. � I . . . � - I _ _ __ — . .. . . :. . .. . .. . : . . ... . . . . - . . . . � . . .. . . . .. . . .. . �. .. . . . . .. . . . . . . . - . . � .:. . : � . . . ., � . . .. - . . ­ .� . . . . � . .. . . ... . . .. . . � � . . . . . . . ;.. 1� . -. . . .. I . . PHOTOMETRIC PLAN . ' . . . . ... . . _..... � . ­ � .. ­ . . . . .. . . . . . . . . .. - ­ . . . . . . . . 1. .. . . . ­ i _� �j . :*:. *. I . . .. .. . . .: - C7.1... . .. - 10 : . . . . ... . . . . . I . . . . . . . . . . .. .. . . . . I .: .. . . . . . I .. . . � . . . . : ff , . . . ...� . I . . . . . . . . . . " . .. .� . . . . . . ! ­ . .. . . . I . . . . . . . . . .. .. . � .. .... . . � ­ : . . . . . . ... . .. . . . . I . . . . . . . . I I . . . . . . � . . . . .. .. . . . . . . . . . I . . . . . __ - __ . � .. . . . . . I . . . � . . ! . . . .... , . __ . . — . . . . . . .. � . . . . . . . . . . . . .. .. . . . . . . . . . . . I . . . t . :, �.. . . I . . , .. .. . . . . .. . . . . .. . . . . . . . . . - �. ..... . . . � - . . . .. . . . . . . . � . .. : . . . . : . . .. . . . .. . .. . . . i . ... . � . . . i. - .. . . . . . w _. . ..... .� .. - .. . : . .. . . . . . . : .. - . . - - . - - . . . . . ­ - .. . . . - - . 99 Ako- . . . . . . . . . s . . , . SITE DETAILS PLAN . .: �U.2".� .... .. :.1 1 - .. . ... . . � . - . .. . . . . . . .. :. . . .. . . . . . . . . . . . . . .. . . . . . .. . . . . . � : . . .. - ­ . . . . - . - .. . . . . . . ! . . . 1 . � . .. . . . . . .. . . � . . - : ... . . - .. . . . . . . . . . ; . .4 .. . . . _ . . .. . w . . . . . � - . . - : .. - . . . . . . . . i . . . . .. _ . _ ::. .: -_ __. _. . -- . - - __ ­ � . - � . . . .. . ... .- . .­. . . .. . - � . .. . . . . . . � � - . . - . . . . . . . . - ..- - . _. . . . .. . . . . . : &F ��EL� . . .. .. . . . .:. . � '.. . . : . ­ . . . . ..� . . . .. . . ­ . � . . . . � . . . . . . . . I .. . � . � . - . . . . I . . . �g LAIF . . . . � .. . . . . . . ... .. . . . . . .. : . . - . . . _. . . . .. .. : . . . . I . .. '. . w ­ .: '.. .... . I .... . . . .. .. . . . ,.. . . . . .. ­ i ... . .. '. . � . . � � . .. . . . . .. . .. . . - .. . .: .. . .- . - . .. . .. . . . . . . .. . � . . .. q . .. . I .. ... . . . . ... .. w ..� . ..... . SITE* DETAILS PLAN � � . : - .. . C7.3 - , .. , , 12 � ., .. . - . . . . . . � . . . . - . . .. . . . . . . . . . . . . - I . . . . . . . . . . . . � . . .. . . . . : ..: . .. . . . . I . . . . . . . . . 1 . . .. . .. . . . . : . . . . . . . . . . . . . . . . . . . .. I . . . . . . . . .. . . j . . . . . . . . . , . .. . � . . . . . . . . I . .. . . , - � . . . .. . ­ I .. . . . . . . . . . . . . . � . . � . �.. . .. � � . . . . . . . � . . . ! . .. . . . . . . . ­ . . . .. - - . * I- u . � . . .. . I . � . . . . . . . . � . . . . . . . . . � I . .. _ .. . : . .. .. . . � . . .I . . . .. . . - .. � . . . . . 1 ;_j .-i . ; .. . . . . . .. : . . . . . . - . .. . . � ­' . . . . � . .. : . . . . . . . . . . .. . . . . . . . . . . . . . . . . , . .: . .. . ... - . .. - . . . : - . . . � I SITE DETAILS PLAN * - . . .. . .C7.4 . ..� . . 13 - . .. . . . i . . . . I �.. . . . . . . . . . . . .. ! . _j . .. . . .. .. . . .. I . . . � . . .. . . . 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I . . . . .. . . . . . . � . . . . . r- +, cn - . . . .. . I. . ... . .. . . . . . . . .. . . .. . .:. � . . . . . . . . ... . .. .. . . . . . . .. . . .. . . . . . . . . . . . . . I .. . . . . rd It V, -a >. . ... . . ­ - L . .. . . . . . , . . . ,. . . . . . . . . . . . . . . � . . . . . . � . :. ... . MINIMUM LOT FRONTAGE 150 ft. - . . .. .1074±. ft.' . . : . . . . . . .. . 1 . . . . . .. . . . '. . . . .1 .. . . . .... � . . . . . . � . .. . . . . .. . . . . . . . . .. � . . . . . ... . L I . : . . .1 . I . . L: L_ . . � . . . � . . . .. . . .. L .. I . . 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MINIMUM REAR. SETBACK 30 ft. . . ��f, I : . �_ v �.,"z:: . * . . ,_., ,��: . ... ... ___ ______ . I ___ - .' . ....­ . I � . . . . . . .. I,"', . . c lk4 - . . . . . . � . � . . .- . � � . . . . , �,-si �,�',f-­�,-_>!`­111111 . . . . . � . . . . . . . . . . . � . . � . . . i . . . . . . . . . ­ . uj < . Is- - . . � .. ­ . . . . . � . .. . _ �-?._Lj"T'�_��,"_�,"u.__­`�� . - . , . . . . . . . .. - .. . I. . . � . . . . . . . . . . MAXIMUM HEIGHT OF BUILDINGS 45 ft. . ,. . . . � .-,, ��,,,, v . . . .. . . .. .. I . . . I . . . . � . . .. . . . . . .. I . . . . . . :,_�;,- ,�,, -, ',f,.:,�,���,�l"a"�""�.";,�,.'!�'16�I 11.11, .. �j`�C- ?;��2-L .....1� . I . .. . � .. i . . . ­ ... ... . . . . .. . . . . . < 45 ft. . - : . . . !'�t .. .. . . ... . . -i,. .q_ �­ - . . . . ­ .. . � ....LL _t �. .N,I-_ 4"­­­ L . I 4 i. . : 0 0 1. ... . : . . . . . I . ­, IIP6 . 4- - 4-- 12 . " ;.,1�; , , - - , , , I � : . . �3 ,�,,�, I E . . : . . . . .. . � . . . . . . 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I . � . . . . . . . . � . . . ce tA (v a) a) . . - - - , . . . ; . . . . , . - � . , �� :- �,�'�:�--,��,,�_----,,��,�",:,�,,��, , 7m, - .. . � . . . . . . . . . ., � .� . � � : -, .. � . .. .. . . . . .. . . . . . . . . . . . - . . . . - , � I .. 2 . . .: . . . _ .: .. - . ­ . . � . . . - . . . . . . . . . ..i . � . . . . . =1 = :3 . . . . . � . . . ... .. . � . .I, �/ . :"� . . ; .. . ���1'4_t_:� _�,-,�,,,�, ­,',."", � ''�� - . . . . . . . . . . . . . ... . . .. .. .. .. . ..... . . . . . . :;: -0 . � .. . . ... . . . . . .. .. . , . . .. . . . . . . -,.,;,E�o� I ­11 I . . . -1 ,�," _ ,�. `�,,-'.i.._��, . , , .1 " .1111. , 11_� 'I'll"T � . . "'-" , %`� `­01� , ,�-" ,7,31 "�_ ,__,�� ., " `�- -� � * , , '. . ',�� , , , , , , , , .. I. . . . , � . . . .. .. :. . . '' . . 1. . .. .. . � . ,._ , - . . . . . . . . . . . , 11 - _ .. . . - ­ ­­ ­��­,72,^�- , I" ZONING TABLE NOTES . � ,!v ,��.-��"- _��V ­-��" . . .,,-- !_,�Ii'l L,,,L ,_�E, , "�"1111,,',,J, - ,�� . �, � - __ ,1 L.. ""�-, ­ . . ..... ;.: ;.: . : . . . . , a� . , . , . . . . . , - ,� ',-,F�'-;'�',�, " - ", . . I . . . . : . � . . . . . . . w LA tn tA . ... . . . . . . ";,;1,I ��_­­,, t ". . ,� A;,V;""-�.�,L�i���,��.","���� . . . . . . . . .. . . I I . . I . . : . L-, �­11 � - �... _;_ . . . . .... . . . I . . . . . I I . . ..: . . . tA CA tA I . .. . I " ­ ­ `� " c � . . . . . . . . . . .� I . : 1. MAXIMUM LOT COVERAGE CALCULATION - IS COMPUTED FOR' ALL LOTS COMBINED. .. . �4­,,�,,�k4­� _ - : , , . 'E,��/,L,* . . . . I :, " _z,`��?�fl.,��1�11'�,_I� , . ANS:r,h�_jr­-,�,�-� -- . . . . . . . .. . . .. . . . . I ... . . . I . . . . . — — — . . .:: . . . . . . . . I . . . . . . . " ' ,� . . . .. : . I . I . I . . . . 22 w a) ,w 0 . . "� . . . : .. . . . . . � ­­' � 111[�1�11 ­ '�""':'��,� " "' . . . ,�, ',"'�J,�;I . . 1, . . I .. . . .. I , ­1 ­1 ­,- �, � . . . . . . (mm U- . . . . I . . . . f,ZP'I� ��,� , L, . . . . . . � . . . . .. . � I . . . . . 1�% - I ,. t��jg_,.;,J��4,�"'';','-"I�,�I'�4"' I � �-� " .. . . . . . LL .. ,�, � .. . . . . . . . . . . . . . I . . . � .I . . . . .. . I . . . .. w .. . . . . . . . .. . . -1 " . . - : . . . . . . . . cn cn cn 1� . . . - . . . . . . . . . .. . . I . ,��il<- . . . . . . . I . . . .. . .. . .. .. . - � . I . . . . . . . . ., " . - . , ..z . . .. - . . . . ... ... . . I . . .. . .. .. . I . . .. . . : .. . . :­ ._. . "L _...�- : . .. � . L�14Y ­ ,�;j�--��­-_, -.`��77' ­"j�-` _-,V,�;_f` . . . . . . I . . : -. -p .. , . .1 � I 11V -2 > . ­ `i� ""i ,,,, , liil�� , , , '­'�"".�­`�, `�,,,`,,"'I�,t','�,-,-11��,-,,it�",A,,�, ­ , ; -1, ,L" I �,-,,�-!',,�,4, . . .. . , �� - ,. ?, !� . . . . . . . . .. . . . . . - . , : _4,�',.- -"' -� ,', -,,�,�a-,,, . . . . . . . � . . . . . . . . . � . .. t..... : , ,_" �i F�'145�'� . > - ,� . . .. ,�,�_ j-:��,'�;�,"*!*�, - . .. . . .. . .. . . � . . I . _ - . I - ," .rz,-",--;,j`,�, . . . .. .. .: .. - . .. . . . OWNER . .. . . - . - . . :� . . . .. �. . .... .. :- . . . . . .. 1, 11-1 - .--. .- - - , _�,::, ,,,� �_ ,, . . . . .. . .; . .. - . . — — .- . . . . . . . . �� � ".. t;7�_;­. ., .i, . � . I . . . . — . . . . . . . � . . : . ��74'�­ 1 �, . � . .. . . . . . �. "I" " -;�, ��- ­ ',,�, """, �,7, - , . -. -.3 . .�... ' . I . . :. ' __ . ­ ­ . . - . ...... j�_ _"4 z, ,.�', - ,,,� ,",�,,�,,�,�;i,, __ � �44,�,M Ht,k��`--;4,1 . . . . . .. . . . . . . .. . . . . . . . . . . . 00 .. — rd . I � �! _ , . . j�,� jgW,�",,",�V`�� _�,4 ,�� .. . . . .. � . . . . . . . . .. . . i . . . . :: - . � 7 .:. - . . . .. . . . . - .. . . � . . . . . . . . . I . ... . . '. ' * . . . . �_' - I ;,""_,11,11;*-1,,1-,� . . .I . . . . . . . . . . . . . .. . -0 5.-0 m z , 3: 9 � . . .. . . . . . . . ­ . '' .. .. .. . . . . . . � " . . . . . .. . .. . . .:. I ... �-- - .. . . ` , "111�11 -,- ,",, 5, � . .. . � . . . . . � �0:�,,'.7! 1 * , '� - I . " " . . . .. 132-134 CANAL STREET: -* -- ` * .` . . .. . . . .I:— . . - - * . .: . .. �1. __",j,�__ . . . .1� . . :* - . � ., . .. 111, , ,_ _��, _ r �ln'-7,J" . . . . . . . . . � . . . . . . - ­ . . . .. .; . : ,.. : .,. _.- : ..... ... I. . . . . _.� _� .�� ". , ��,� ,, Z,`- .. . . . ... . . L .. . . . .. . - . . I . . . . . . . . . . .. . . . �� , 1, ­ . . . . . . . �! . . .. . . . . . . . .. . ... . . . . , ' '�4�,_�_,_��,.-_: . . . . . . . . � . .. . .. .. . . . . . . . . � w a) cn . L_ . . . . I . I . . . . . . __ _:�'j��, .A _, . . . . . . . ... m . . . - . a) . . . .. I - ..I i .- . .. . - . . . . . . ; _ - . .. . . . - . . . . . . . . . . . . I � . . . . . . . . .. - ­ . .. . 0 0 0 � , ;, R� . ... .. . . T WAREHOUSE, -LLC .' - -.: .;. . . . . . .. � - ..:: . .. . . .. �4�4�? �. W�1,111 11. , '. I �­-­" . � . . . - . . . . . . . . . . . . -CANAL STREE . . , ,,"""", . . . ... . .. . . . .I - . . I . . _ ­ . . I. . - . _ ; .. � . . . . . . . .. . . � . . . .. . . ... . .. . . . .. . . . . . : . . .. . . . . .. .I . , 01 I . . . .. . . . .. . . . � . . ; . .... .. . . *- . .. . . . u - - . . . - . . - .. � . . . . .. . . . I . . I . . .. . . .. . .. . . . . . . . . .. . . . . . � . . . . . . . . . . . . . . ,,- . b. .'.. �.. �.' 50 DODGE STREET . .� -. . . . . . . . ­­ . I ., . , . A,� -�, -,,�,_",,, ,, '_�� , �, � . . ! . . . . . . . . � " 11 A - �_ : . . - . . . .. ..... . .. .I ... . .1. ... . . . ­ .. .. �,. �� . .... � .- . .- �.. .. � .. � �,:,-11�,�,,��,,i�l --�7",�5��.2y,;� .I--, ", �-,,,_- . . . . . .. . . . . . . . .. . ­ . ..� . . � . . . . 0) v w U- � , . ..:. � . . . . . . � . . , .... . .._.: - ; . __ 11 _'. � 4 . .. . . . . . . . . � � . . � I . . . . . . . a - .L . . . .. . . . .. . . . ... . . - . . . . . . . . . . I . . .. . .. . . . .. . . . . � .. ­ . . . -- - .. ­ . . . . . . . ­1 "'­�,_, , , . . . . . . . . . . .. .. . . . . . . . I I - . . .. . . ­ . � . -6-0 . . . .. � - . . . � . .: w (A : . . . � - : . . . � .. . ..:. - . . � . � . I . ­7*m- 2ill*�_ - z-1- , , ­',-, i . � > . 1 . : : : BEVERLY, MA 01915 . . . ­ :- . .. .. - .: . .. . .. . _.. .: : .. . . .W. ...:,. ; .'' . . . . .. . . . 4. , _��'J�',�.�Ai� ­, , ,�4', _­­ . . . .� . . . '. � --� ';' _��, I . . . . . . . . . ; .. . . . � . . . . _�,, .. ,�,PA­­­�­­­­­ "Y_�r_ . . � I- 4v L_ I . : :­'' . � . . . . . . . . . �� . .11 . . . . . I . �',��lNl-,�-�--T--,i�"-"�,_-,�.F,4,%�"`,";,,-­­-`, -�,"� ,1z­ L. �r'�L'­ 11 . . . . � . . . .. . . . . . . . .. .. . . . . . . . . . .. I . . - 2�11_1 -- i : . . . . . . . � .. . . ! . . . . . . .. . . . . � . . . .. . . . - . . 6 a w L Ij a . , � I I - � �- .: - .. . . .. . . . . 7 �,�y "­E�1� _ ., . . .. . . . � : " . .. . . . . - : . ,", - -1 - � ,- . . . . . . . . . - . . . LEGAL REFERENCE: BOOK 36173 PAGE 673 : :� . . . . . . . . : _.'. . . . �m___ _ ­� �, . E m .0 . .. .. . .. . . ... .. . . ... . . ­,�­�__.,�­Ii I— ­ ,., _� ;!�11 . . . . . .. . _ . .. . . . . . � ; . � ... .. . . . . . . . .. . . . ..: . . . .. , 'L... � , . � .. i . 1* ;*, � . ... . t"AN';6"�-', �f . . . ­ . . . . . . .. . - . . . ,�� �,� . . . . � . i . - . . .. I . . . . .. . . . . 1 . . - - ­­­N_­­4 ;_�` . .. � .. - . ­ . . . . � . .. ._. . . . . . . . .. . . . . 1. : . - .: I . :m . .�­'. . . ­- :111, ��.,_' 14,� . - �. . . - . _. . . .. . . . . . . � .� . . � . . .. . . .. .. � : . . . . . . . . * �. . . . . . .. ... � ',,'�� .. . . . . . . . .. . .... . . � . . . . � . .. ..... w .. : . . � ,,.1 .,� - '­'.,�,� . . . , .. . ­ . . . . .: I. . . 0�9�Nw : ... ,�,Iz . . . . � . �, 'a, " - " . . . . . � . . . ; . . . . . . . . . . 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L,­1 I� " :1 ,4 . . . . . . . . . . . . .. I . . . I . - . � � I . �­', _ , , _ . - . - �2,­ 1; . . . . . . � . . . . . . .. . . . I . . . . . .. �� �� � 1,�, _ " , � � . . .. . . . . � . ! . . .- . . . . . . .. . .� . . � ____j_ "" ,�,,�,I.1�1k� . � . . . . . .. . . .. .. � . . .. : . . . . . . . . . . � ... . . ... . . . - : .. :.: : ... .- �. . . . . . . . . .. � . �_i `��- AA � �� *, � ,"L , � ,��',;�_. . .. . . . . . . .� . . � . . .. . I.. . ?,�,��,�, ' LLL � ,,�- I . . . . . .. . . . - . .. � . . . . . . . . . . � I I. - " �, - ,.,�, ,��� �, . � . PMENT, LLC 1 - . I � � : . w . . . . . - ,,� . .. ,-� 4��' ,� `., " _� . . . . . .. : . . I .­�' . . . ��,',��L I 1-1. ,_0`�-� ,','�:,-,� :�`,-",;��- -,-,� � , . . . . . " . - . ,?,� , 11�1 F ,, :!� ,*J,�,_ . , ,,,, "', , _ , � - . . � � � . . .: : : . :_ . ,:, .. . ­ , _ ­ , , � - I ­ . . . ­ . . . � . � . .. ; � I . . . ­ � . . . . . . . . � . - .�itl:�klll�", �!�,'Vll� . . . w . . . I � """" ,� .. . � . ... . . . . . . . . � . - "J"_"� ---- - -- , , 1,� 1_7,�,' . . �. ; . � . a . .. . ­ � . . . . . . . . .. . : . . . . .. . . ..�. . � . . _.- ,��f,, , "- " _11� - � � - . . . . . . � . . � . - . . . � - � . .. - li,lcl��,,11 . . . . I I . - . . .. I . . .. . . . .. I . � . .. .: .. � .. . . . . , ,­�'�---L - , `W�:�,;,�',`,,' , , ,,�,��_;��'��:.,"� - -- . . . . � . . . ... . . ... . ! 1. . . � .I I. . � . . . . va . . . I . . . . . . . . .. . I ......­r_ � 111.1i­,�,! Xt"i, - . ­ . . . . . . . .. . . . . . . e. . . - 1_�_,�,­'RIL -f�,;�­ . . . . . : I I . . . . , , . . . . .. . .: . . . .. .. . .. ... I . ,AuAm,,,',`!-;,,`��'A� . .:.I �. . . C,t I . . . , * * . . I . . &­1 , ,.,�-i���ti,lh�,-���,,;�,;,�:'-.,'f,---'� . . . . . � I � . . . . . . . , . . . - . . . . - : :` . - .. . . . . "i",,,"" ? 11 :,, . . . . . . . . . . ; . . . . .. . . 41 :, . .1.1 . . . . . - � .. . . � . . . ",'­'-­­­ L . . . .. . . . . . . . .. . I . . . . . . .. I. ... . ..I... .. I . . -- . ... ­ . . . .. . .. . .. . .., . .. . . . . � .. . . -',,�!, - _, _ �-,`�',,`�"`,��F,­,;,�,'i��;�g A '�_ " . . . I . ­ . . . . . . � . . - . ... I . . . � .. . . . . . . � UJI .. . , . . . .. . �:` ." '.':: -,- : .: :�: , .*, .-% - . ­'_�,��,J_ ,,-�i i��,oitll��_.`Lllv'"',�",_��I�,I,'�"��','4'�&"___'; "; -�",`�'�F%%­�g; �� �_"',` M;�, , �,?'�'___-`1_ M . _ . : 50 .DODGE STREET - . . - . � �'� I," �-'' ­ ­­�­',_­­K��',�z�,', �, ' , � . . . _ �� � .1 � .,,�4",_;_,�; . . : � � _ , 4 �: ,- " " . I . . ... , . : . :.. . I .1 , "� _t�,�, ,,�,,',,�, , ��,�4"',"� . I . . . . . I . . ;-�,,�Z_f�kr '_"11'11�1�,�� �,',,,,,-�,�,-�,,7,�,�,�--,i"",- .�,� . � "e ,� �� - -��",� . I . . .. . . . . . �V4 BEVERLY, MA 01915 : .. . - "' , � . '. , ..2$�' '. �', , '' .. . I . . . : ... *: , -, !­­­ , 1," .. . . . . . . . . .. .. ­ . . I . : . . I . . � . . .. . . . . � - . . - . . .. : I . . I . �. 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'"ri� _g�, _�_ , _,J ; i, � ,.: .1-_,4 , , , - - ,� . *PORTIONS OF THE PROPERTY LIE WITHIN THE 'ENTRANCE *cbRRIDO , _", _ � , 1�1" -,-,, ­Q��','�";'­',;�� -,;�_ , �j�,'.'X-- ,-,'�V,'ffiv L, '' " . ,, . . . 2. R OVERLAY DISTRICT ' : . . 11A �"`� 11-� ,�, �_, , ,��,A,z,l ;� I� . .. . tz L;A4 _; __"',_v,,��', i�., I �,,,,l,,, "i, ,� 4, . . " , " , ��N� _ , , - : . , . I : . - ­ . - . . . . '�`,:�, , 7',�� ',�,, -,,�,,,',t­�� -'��;�,%�,'!�­��1�! 'L , , �� �t, 'L§4��,"V5, ",- 1'� gg� 1 . . :3 . . " ,,,P,��� -, , ' ; ,� i "T , . . . . . I . . . I -; - I - , _ - ' ,� ;. , 4�1� 4��` 11 " - - - � , � � . . - , � . . . .. . .. . - . . . . : ,',,I,� _. "" .,f.- ,�'_ ,�` k � . 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PORTIONS Or THE PROPERTY LIE WITHIN -, `,"0 , , ,_�, - .. . . . .. . . . ­ �� -,,,, ­ - ­ ,_ ;,, ; : , -_ .... ... - '_ "" -1, �_._ -,. ' '. ____ ­ . � / a) _ " ­', ­'­ ­ ,-' " , ,­!�,,"_"� .. . . . . . U c: . 11 " , , , K-, ,.,,-,,.� -,,`�',�,��','--'��`�,r�,��-` ", _,`z,;: 1� I '`'".'_�4�'�' V`:�'111 I ; . . -, INWI�It­ �'F�f�_1,�11-114 U �, ___,,�_�111_'_r-4,- 4,�� _ ,� . . 111�`,I� �;�';,�,_ ,7x­,,,,,­�l,7:i,,�, �_,'-,, ­ ,�__ �_�, ,�" , , . .. .. � � . - . . . ... � .. . . I . . .1�,� I I 11 ;­,ti,�, '!-� ��t�_­�,­,,­, -" _�-1 . .. � . . . . . . �_,,,---,��-��,-_--&�,� e�,--,'�n�- � ,km,3_8 __ 5 __ . . . . 1 1) AS SHOWN ON FLOOD INSURANCE RATE -MAP, NUMBER 25009CO419G, EFFECTIVE -- - .": . -.. - - . . ... . . . . *. . . , , ­ , 1 I I , ,_ . ,�, - , 5� ,�_,,�_�,�,_ F,��r, __ 7 �__ 11 .1 - I , :11 '­ . . . .. .. . . . ..'s . i . 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I ­� I . , , L _j . . 1, �21 ,v L�­�':",��,�:,.f,�, ­­'11 :t,'�.i.���i��,,�:-�.,,�L",.:�.,,,,� ,�,`�-��,:,­� � �. . , - �N ,-, _,_-�,­I, ­ I .I . , ,� �k' �8� -­--�,,-,",,-�� ",��""",t­��',,V - , � �w . �Z�"' - � . � . .; ;11 L' ,I" �_��­ �`�"�' " ".- .. , . 'ALL UTILITIES SHALL BE VERIFIED IN THE "PRIOR TO THE.. . '� A - ,` , -Ili I _ _ , I a �� , I , , ,i ': ", ,;, L_ � I ,,, _ _ , ,,,., ,-- , '' . . : .:' , . , 11 ��_ _ ­0 i I : � 8. FIELD BY THE CONTRACTOR , , � ,�nn, j, �� . . . : , ' . ­ .. . . � . . � . _ , :L.' _,� ,� .,-,'�,­ I � , - - .,�, .. .. . . '. . START,OF CONSTRUCTION AND SHALL NOTIFY THE OWNER'S REPRES" . : .:.-. I 1 . *.1 � i - � � .. . � � .. � � �... � . . .W. . . — _� .,�, , - -i'll I ..j < . . . . I .. : .. . ­ .. ENTATIVE ]F .-� * . : �.. ­.. . .� - �.. . ... ..� . . . .. . . . . ... .. . . . . I I I I 1. .. :. ..... . . I I - ' .. I . � ­ . . . . . ; . N__________Lm�I A %_ — - __ -N.__ CL tA .. � . . . . � . . . . . � . . �1.,.. .. .. �., EXISTING. CONDITIONS DIFFER FROM THOSE SHOWN ON THE - :- -* ;:. 1. . . . . . . . � I - .. . . : . :. ..:... . : .PLAN THAT WILL PREVENT �' , .. � . . . � . . . . . I . . .... . .. . . : . I. . . - . I . I . .4. . . �- THE PROPOSED WORK FROM -BEING COMPLETED AS INTENDED. � .. . I ... ' , . . . . . .. . � . I . I . . � I I. I . . . . .. . . . . . . . .. . .. . . . . .. : ' - �� -*� ­ .: .. *, '', *L .�, , . . . . ­ . . ­ .. . , �_ ... I .. � : ;.." I, . . : : . . . . .. . � - .. . .. ** . . . : :*1., .�,.:.` . ... . :. - . . . . . . � .... : ..- . .. . .. . .... . - . . . . . . . I . . . . . . . � . . . : . I— . � : . . ,. :- - . . . . . . . :� I. . , * . .. . . . . . . .. ... . � . .. . � I . ­ . I � . .. . i . . . . . . . . . . . .. . . . . . . . . - : . � . . . 9.. -.DURING CONSTRUCTION SHOULD A CONFLICT ARISE ,BETWEEN AN EXISTING UTILITY AND-'.*: ` . 1 , "'.... : ..., ... .: I � ,: . .* . . 1 . . . � .1 .. . . ... . . . . . . . � . L.' . . . I I . . . . . ­ c . . ., ­ . . ... ... . . . . . . . Lu . ­- .. . I . � .*: . I . . . . : . .. . . . . .. . I . . . � . . , ­ . . . . ..; i . . . . .1. � . . . . . . . . I I I I . . , . .: . - . I . 'j��. �. :� .. . . �' .. . . . . , I .� .. . . . . . . . . . . . . .. . . . ... . . . . . . � I . . . . . . . . 1 ­. .. . .. . ... ... . c . ... . . .. .. I .. .. . . ... . . . . I Lu I .. .. ­. , . -1 . .. : . . . . I . . . .. . . .. . . . . . . . . .. L, . I '' 1.11 .1 . . � . � � , 1. 'L . ... . . . . . .. . . . .. I .. . . . - . - z . . . . . . .. .. . . . . . . � .z L -1. I 11 .. 1. I � . . . . . . I . . . I . . . .. . � . . . . . . � . . . . . .... .. . . . . . .. .. . . . . . . . . . ­ .. . . .. ..... .. . � . . . . � CANAL' - STREET . . . . ot� .. ,� . : .. E CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE' IN : �.::,�:�,: ­% . . . . : . . . . .. . . . .. . . � . i .. � .. . . . I. L . � . . . . L . . I . . - . I. . . . . . . .. ..1. . : - ... .. � . I. . . . . . . . .. .. I . . . . . . .11 . . � e* . . . .. . : . . . : I .. .. . . . � . . . .. � ­ .:.. .: :., � � � . . . . .1 . . . . I. ­ . I . . . i . . . � . " . . , .. . . . . . .. . . . .. . . . . E :�-� ' . .. WRITING FOR RESOLUTION OF THE CONFLICT. . . . : . . , :.,_ .: . � . . . a - . . . . . � : . . . . . . I . . . . . . . - ". t . . - I . . : *�:.-�!.- .. . . . . . . . . ... . . . . . . . . ..- m . . . .. . . . . .. .. ..�: �. - z . ��, ; - : '. .. . :, .1. ­ . �� .� 1. ­.. 1. ... .. � � . . ..... . .. .. .. . . . . .. .. . .. .. .. .. . . . � . . . L . . . I . . . .. . . . . . : . . . . . I .. - . .. ... . .... . . . 1. .... . - : , . . . . . . . �_ w LA . . . � .. _. . . I . . . � . . .. . . . . . . . . . . : %, , . . .. . . .. . . � L .1, - . . . . . � . . . , . .. . '. ... . . . . . . . . ­ . . . . . . . . .. � ... . . . . . . - I . . . . . I . .. . . ... . . . � = � * . . . . . . . . .� I . � . . . � . . I . . . tn . .. .: 1 O..CONTRACTOR TO CALL DIGSAFE PRIOR TO CONSTRUCTION.,�81 1)P TO--UPDATE'.TICKET - *. * ' - -* - � -: - ..- .. ­ - - . . . . . .. . .. .. ... . � ... I . - . I. . . . . . I � . . . . . . . : . 0 = . . . L . I ­.. . . ... *.: - �-.: .j. ..' .: :. . .- . . . . .., . .. �. . . . _­% - - . � . . . . . . � .1 . , 4- � . i . .. . . . .. . - � . .. . . � . . "' . I . . ­ . . - .. f--,% .. f . .#� I ------------% .0 . . . . .. - . . . . . . . ... . . . . . I I . I ; . . � . . I . I I .� .. .., . - ' ' - - . . . - .. .. . . . . ... ��. . . . I I ___� . � . . . 0 . I ­. . . . - � . . . .I .. . . . _j � :: � .* . -, * :.:*�AND/OR VERIFY TICKET.VALIDATION. DIGSAFE TICKET IS VALID 30 DAYS FROM :THE . ... Lz:::z2===::� . . .�"q ­ .*.,. . w * . . . . . . . I . . . . .: . L . ____1 � . . . * , . . . . . - ': 1z .- :. .: - :. DATE OF ISSUE. BEYOND THIS POINT,:TICKETS*ARE VALID INDEFINITELY, PROVIDED THAT -:. . ... .. . . . .. . . 1. .. I - � . .. . � .. . . 1. I .. I L . . �- < - . .. . I 1. . . . ...� . ­ � .. - .. ..... . I p . .. � ­ ­�� . . . � .. .. I - � LL 1. - � . z . . . . . 1) THE MARKS ARE MAINTAINED, -AND 2) THE.'WORK IS CONTINUOUS. - I �: _ - ; _ __ . . . . . . "" cc) . :" . , * 0 ..' ­ - - � I . - - . . . . - . � . . . . . .. ; I _- . , . . .. .� . . . .m - 1. .� - . .. I . . .. - - . . . � . . . .. . . ... . . . .. .. . . . . . . .. . 1, . � . ... . . . . . . . . ­ . '. . : - ' . . . . - : .� . . .: . I . . . . . I . .. . 1. . : I. - . . . . .. I . . ­ . : .: � �-.,.*'' I 11. THE PROPOSED WATER CONNECTION SIZE,- TYPE & LOCATION ARE-TO BE DESIGNED IN I . .. � . . . . . . . � . . . . . ... . .. . . . . I . , . . . . . . .. . . . . I .. I . :1 . . .. . . . . . < < co . I . . u .. I . . .: :- - ..... . . .. .. .­ . . - . . .. . I. . . . I I . . . � . . . . . . . . . . . .. . . . . . .. I . . . . . . � . . . . . . . I . . . . I . . .. . N . . . . � . . ..... . - . � . . . ., I. .. . : . . . � .. . . . . . 1. . .. . . . . - - .. . . ' . . . . . .. I . �' -o .. I :ACCORDANCE WITH 248 CMR 10.00: UNIFORM STATE PLUMBING CODE. . . . . . .. .. .. . I.. . .� .1. . . . . . � . . . . . L . L . I � . . . . I . , . . .. . . - ­ . . . ; . . . I. , . . . . . . . I � ­ . . . . . . � . . . u . r . . . . .. . . . . . . ... . : . ... . . . .- . ... '. . . _. . . .1 � * . . . . . � .. . .. � . * : .. . ­ . . . . . .. . . . . . . . . . : . . . . . . . . . . - �.:. . .. . . .. .. . .. - - � - . . . ... . . . : *,__j _.. . . . .I : * ­ . - . - . . . . . . . .. - . . . t . . . . . . . . . . . - . . . I I . I , I .. . .. . : .. . . 0 . 1-4 * . . - - ­ .. : - . .- _.. .. .. , -,.. . . . . - . .. . I. . .. . .: : . ... . . � . I.. . . . .. . . . . . � . .., . ; I - I ­2 .1 .. ... . . . .. .. : _ . . ...- : . . .. . .. . . * '. . : - . ... 12. .THE*CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS AND ARCHITECTURAL: ..-.._�_ � � . .. .. - . -� . - .. - . . .. . . . . .- .� . �. .­ . .� . . . . . . . ­ 1 : .. . � - . . . .. . . . . . . . . � . � . . ... . . . i... - . �� .. . . . .. . � : u 't -i . . v4 � -;' * . . .. .. .. . .. ... - .. .. ... ... . . . . . . I - .. .�- .. . . . . . � . . .. . . . I . .. . I .. . . .. . . . . . . b �: .r * . . . . . . . . . I . !_ . . . . . : � . . . . . . . . . .. . � * . . . .. - . � � . . � . . . . . � . . . . .. . . .. SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION.* . % . , . ... . . .. : .. . . � . ... . � .. ... . . � -, * ,� .1 I . . � ... ... . . . . . I;t ..- : .0 � . . - ": : . ,. . I . � � . . . . . . 11 . . . . � . . . . � � Ict . - . . . .. .I I .. . . I . . � . . ... . . . . . . . . . .. . . . . . . . . . .�, . . . . . . . .. . . . .. . . . . .. . . . . . . . . � . � . � I .. .. . . . I . . . . .:, . I . . . I - . . . ' . . . � . . . . 1: _j . . . . . . .. I I .....I. .- ....I � . .... : .* . ... . .. . . I . I . . I .. . . . . I . .. c. . - I . . . . . . . .. . . .. . ... . . . . . r- if . i .... . ... 13. ALL PROPOSED DRAIN PIPES ARE TO BE HDPE OR APPROVED EQUIVALENT UNLESS �'. .. .. . ­ . .. .. . �. . . . . . . . . . . I . . . .. . : : ... ... . . . . . . ­ . . . .. . . . .. I . _ . .. " .� . � .. I .. . . . . . .� . . - -. . . . . . . . . .- . . . 2 r-- I . 9 .i , ' . . . ­ . . . :.. .. . �- . ....: . . . .. . . . . - � 9i , . . . . . . . .! -. . . . . - . 0 ... :.. -q . : . . .. . . . . ­ � � . ... ... , - �., .....:­ . ..,. ., ... . . . . . .. . .1. . . . . : . . . . . .. . �. � . . . � �­ ... . I . .. . .. . i � . .. . . . . � . .... a �-­ ., ...... I. . . . . .. .. I , . I , Lm . .OTHERWISE SPECIFIED. : ­ � . ..� . ... ­ - . . . . . .. . . . I . .. . . . � . . . I ­ . .� . . . . . .. . � : . . . . .. - - . . . . . . �- : - . . . . . . . . . . . . . . . . . - . . . ... � . .. . .. ­ . . : .. _ I , � . w L . : cr .. . . .. � . . I . I . . . . .. . . . . . L . I .. _ . � . .. . . . I . .j " - * . I . . . . . . . . . . . . . .. . . . i . % ­ . ­ . . :, . . . . . . . . I . . . . 0 . . 1 14. THE APPLICANT SHALL COORDINATE WITH. THE SALEM PUBLIC 'WORKS DEPARTMENT TO I. . : A. ... .:� . .I . ... �� . . : * * .. . . , . . . . rn . . . . . .. .;. I . . I . . . .. i . . . . .. . .. . . . . I . . .. 14" tii . LLJ I : -i . . . . . . . .. . . . .1 . b . . . . - . . . .: . . . - . . . .. . .. .. . . 1;�_* . . .. �'11- "�_. . . � . ..L.; . .. . . .� . * . ..­ . . . . . rn — an p �. . . . . . . . . . . . . . . ... � . . .: . . . .. . . .. . . . . . . I . . I—. . . . . .4 . .. . . — . : - . .. .. . . . . .— .. . .. —i - � L 2 .. . I .� __j . . ..%.. . . . OWS PRIOR TO BUILDING PERMIT .I .� . .. ... � I � . . .. . . . .. . . .. . I. ,. . . ... . . . .. . . ,vp I. . . . .. 1�i . . _ � . . .. . ... . .... . .. . . . .- . . . . . . . : � , < . .. .. D . . . .. . ...: . :. � . . . . � �. .� .. _.. .. . ­ . � . - . � . .. . . I . 1 . . . . . � c .. .. . i� . 15. -VERIFY ROOF DRAIN LOCATIONS WITH ARCHITECTURAL PLANS. -. ... . . ....- : - . .. . . �, . . .. . ..- . . , . . I .. . . i � . . .. . . . . . . � !_.. �; 11, I . . . . . . .. . . .. ;� . . . . . ., . .. .. �: :. ..... ­ .... . . . . : . . .. . . . .. . . . I .. . .. .: . . ... � . � . . . . ­ . ­ . .. . . . . . . . . . . . . u . . .� �. . �. . .. . . . . . .: . . .. I . .. . . 1. . . . . . . . � � . . . . � . . . . . L � . I L .. I.. I I . Il . I�... .. .. . . .- . ..� . .. .. .. . . . . i . . . . . uj . .:. I . . . .� .. � � .. ­ . . . . . . . . . . . . . .. I . . � . . . . . . . . . tn .. u . OF 'ABUTTING PROPERTIES � . . . - . . � . . . . . . . � . . *;o , . I . . . *: .. .. I I .. i d. '.:. - : � . . . .. . .. . . .. . , . . . - C) . _ . :3 16. THE CONTRACTOR IS RESPONSIBLE F . . � � � . - . . . I . ... . .. . . ­ ­ . : . : ; . . . . .. . . C) : 0. : .. I . � . L. . .... .. . I 1 . ­ �. . . . . � .. . . .. . . 1 .1 . . . 0 . � � . . . 1. . . . , .. I . .. .. I . . . . : ... ... . . . .. . .. . . . .. . . .. ; ; . . . . . . . . I . , . � . . . I I . .. .. . . . . . . ... � . . . . uj . � �: - � _ . I .. .. : . .: . . . . .. . � � . .. . . . . . . I . . . . I - ,� .. . . . . . . I . . f%j . . . FROM DAMAGE IN RELATION TO ALL PROPOSED IS SITE WORK. .: . . ... . ... . . . .. . 1. . � . � . . . . . .. - .. . . . . . . � . . .1 ,. . . . . . - ­ . . . . � .. .. . . . ... . . . . . .. . . . . . . . . . . rn I. , I � ­ � . . . . . . . . . . . . . . . . :.. . . . I. . . .. . � . I . . . . . ­ : . . - 4 ".". . .11 . .. .. .. . ... . . . .. . . . . . . . . . . � .. . . .-I �.%. . . . ... . .,_�' . .: . .. � . . . . .., .. I :I . . . � . . . I I I . . � .. . . . . . . . . .. . . I . . . . . . . . . . . . . . . . I . . . . . .. . - . - . � . . - . . . . . .... . .17. THE FOUNDATION PERIMETER DRAIN SHALL BE INSTALLED- .IN ACCORDANCE WITH :780,::- . . . - . .. .� . . . . 0 :�_r_ - - r - .. . . ..- L I . .. . . . . - , .. .. . - � - , . . . . . . . .. ,� .::. ..::. . - . ... .. .. ... . I.. � .. .. - .,: ... . . - - .. .. . . . � . - . . . . . I .. . �..1. -- .- : . . .... .. .. � . .. . . .. . . � - . . . . . . . . . . . . :- . ____ . - .- . . - . . . I . . - . - . . . . . � � . . . . .. . . . I . . 1:� ..., ... . '. .� . . I .. � . . . : - . . .. . . . . . . . . . . . . ,� m . . . .. . CMR 5405 (THE MASSACHUSETTS STATE BUILDING CODE). : : .- I * - �. . __ .- ­ - - - . . .,. 0 'L p � . . . . . - . . . . . . � .. - ...I . . .: . .. :. �­ . : .. . - . . . - � .. - . : ­ . . . ..; . . '. '. . .. . . . . . ! __ .. ... . . . . . � . . . . . 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I .. . . : � . .. . . . . . � CL .: , : _: .. . ..- .... : .I .�:. . . . . .� - . . . . . .. � ..., .� ... : :... - �_,� .: . �.. :­:t.... ..... .. . .. .. .. . . .. � - . . . . . . . . � . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . ; . . . . .. . .. .... . I . . 11 . ­ . . . . .. . . . . . . . . . , . . , , : . ... . . . .. . - �::-�- - - - . . - L ...I.. : . . : , . �.: ." . . ..: ­ .: .- ;­ .. . . .. I . .. . . . . .. . . . I � . . I . . . . . . . . . . . . . . .. . I I . �. . . . . .. . I .� b . : _. .. . I I . . . I. I . . . .. . . . . . . . . .. . - .,. . . . .. .. � , : . - :.� . �..�_ � ,: .. . . . . . . �. . . . , : � . ... . ::."., .:;,:. ., ... . - - . .... .. ... . .. .. .. .. b I . : I ... .: . . . . . . I . . . . . . . . . .. : . . . . . . � . . . . . . . . . . '! . . .. . . I , .. . . . . . I . . . . � . . . . . . . :. . . :, ._ .. :. � . . . . .. . .. - . .. : : ,� . ..... . .. - . . . . . . . . . . . . . . . .. - . .. I . . . . .. . . . .. . . . .. . . . . . . , . . . 1. : .�: :.... .. . .. . . . . :. . 1 . . . '. ... . i . . . - *" : .:� :. .. . : .. . .. . .. .. . :. : . . . ; .. . ... . . . � . . . . . . .. . . . . - % . . � I. . ... . . . . . . . . . .I .. ... I .. . . ­� . . : .'*":- . . �.., : .L''' __ .. - . -. J. . :� . . . . . . . . .. . . . . . . . . . ­ �, . " . . . . . . . . - � . . . . . . . . . ­ . ... .� .­ . .. . , .. . . . . . .. - . .1 - . . , .. .. . . . . . . . . . � .. . � � � . . . . . . . . - ­ . ...I . . . I . . � . : . � . ­ ... . I � . . . . . . . . . . - . . . . . . . . - . . . .. . . .. . : -� :. :.. ..... .. .., .. . . . . .. .. .. I .. . .: . . . I . .. � . � I. .. . . I . . . . � . . . � . _. . . ­ � . . - . . . .. . .; . .. - . . . I . . .. . . . . .- - . .. .: 1: . ... . .. ... . .. . . . . . . . . . - . - . . . . . . . .. ..-. . . . . : I. . � 1. . . . . . . . I . . . . . . . . I .. . : . . I . . - . . : . . - . . . . . . . . . � .. ... : - . . - I .. . . . � . . � : . . . . .. . .. ` : - - ... - . I : . . : ­ : . . .. . . . : . - . . ... . . - . . . . .. . - . . . . . . . . I . . . . . . .. I. . . . . .: . . . - . . � . . . I � . . . . . . , . I ..- .. . . . . . .. . . . . . .. . . ': . . . . . .. . . .. . . . . . . . . .. .. . . . . . . . . .. . . - . . . . . ... .. . . .. . . - . .. . . . . . . . .- . . . . . - .: . ... . . . . . . . . . ..... . .. . ; , I . - ... . . . . . . . .. . . . . .., . . .. . . . .. .. r, .. .� . . . . .. . ­ . . . . . . ... . . . . - - . . . . . . . . . . . . . . � . .. . � . ; . .. . - .. . . . . . I . . . . . .. - . . . . . . . . : . . . . . . . I : � I . I . . � . . . . . . I . .. . . . . .. .. .. . . ., .. .. .. .. ,. . . . . � . � . .. . . . : . . . . . . . . . . - . . � . . . . . '. . . . . . . . . , ­ - . . . . . . - 13.46 . . . . . . . NK FENCE ' . . V) V) v " . .. * . . . . . . . . ., . .. . . . . . - . - - . . . . - 0 : . . . . . . . . . ....- .� .... .. . .. . 7 _.. ... . . . .I. . ... . .. . _ .1. I - I ­� . . . . . .. . .. . - . . . . - . . .. - . . . . .� . - - � . . . .. �: , . . . � . ... . . I . . . . . . . .7 GATE 6H � . : .. . . . . 2 . ��a 1,- . . . .. . . . . . .. - 5 ,_'m . . . . .. . .. . .. . .. ­ : -.- . � : .. .. �.. - . : � . . I . . . . . . � . . INSET �� P4 .;i j -,(.)' c-.00 . . .. .�. NALD - . - - - - . 3.43 - - � _. .: . . . . .: �- . . . . - . . . . . LI . . ... � - - -. - - - . : . . . . . . . . . - . . . . - ' ' P.38 .�- --: . . �. . . . . . . . . . . - . . - - . .. .. . . - . < . . . . - . . . . i . . . . . I . . . . . � .. . . . . . . . I � � .. . . . . . . . .. . :., 13.86 . .- .... .. . : ..-:. " . . . . . . . . . . . . . . . . I ... . . . . . .. .. . I . . . .. . . � . � -. .� . . r .. .-- .... . :.1'.. : :_ ... . . ::: 0 . 1-1 . - . .. I. : - : . . � ... . , . . , . . . . . . .. . .: I . . . . . . . . . . . .. . . � . . . . . I . � . , . . . - . . . . .. . - . . . . . . . � . � . . . � . .. �. . . . . . . . . . . .. . . - . . . '. .. . ... .. .. "- . . -*� '..: : ., p .. ...... :, .. - � . .... . . -. .. ... . . . . 1� . . . . . . . . . . . .:.. . .. .. . . . . . . : . - . . . � . . . - . . .. . . � . . . . � - . . : CHAIN LINK . , -� . . . . - . \ -, . . � . . . I . - . ., : � x 1_8 - ;. . I .. . . . . . .. . . . . . . . � . . . .. . . .... . I . . . .. . . . . . , .. I . . .. . . . . . . . . . . .. . . : � . . . . .. . . . .. . . . I . : .. . . . . . . . � . . . . . . . . � . .. ... I I . . . . I �� . .i � . .. .. ... . . . . . . . . .. . . . . . . . . . .. - .: . I .. . . . . . . . .. ... . . .. . . . .. .. . . . . C.) - . . I : . . . . . . . . . . . . . .. . . . . . I . , . . . . . . : � i I ... . . ­ �.. �. . . . :.,I . FENCE 7H :. .. 3.57 I '-- .. ... .. - . . . - ..- . . .. . . . . . .. . . . . . . . . . . .. . . .1 . .. . : .: . - . . i . � . .. . . . � . � � , . . : .. . . : I . . . . .. . . . . I . � _. . . . . 4 . . ... . . . . . .: I . :- . . . . LLARD - . . .. : . . .. . . � . . . - - I . . . -<1 5 0 . .... . . .. ­ . . 'IN'. . ''. **** . . .. . . I ­ . . . . . . . . . . . : . . . . . � . . . . . .. . . .- . . . .­....- . SCALEY'=20' s ,,ot '. ... . . - _ . . � . . . . I . . . . . . I . . . . . . . .. . . . ... . : . . . I . . . .. . . . . . . . . .. . . .. . .. . . .. . . . . . . . � . . . . .. . . . . .. . . . . - . . . . . . ,_*,�. , . . ... ,., . � . � � .. , ... � .. . . .. . . . . . . .. . . . .. . ... . . I . . . �. . : . . . .. . . .. : . I . - . . . . . . . � . . .- . - . . . . . ; . .. . , . .. . . . .. .: �t: .. . _ .. . . ., . . . . . . . . . ­ -el . . . . I . . P, .. EXIST11 G �.44 . . . . I . . . . . . . . - . � . � . X�42.4 8(TYP) . " . . . ... .. .: . . 3.35 . . . . . . . � . . . . . . . . . . . .. .� �* I . . . . I .. .. . : � .. . . .. . . : . UP . . . .. . � . . .. . . . .. . .. .. � .. . .. . .. .. . �. . . . . . . . . . . . .. I. � . . . . .. . . . I . : �.: ... . - ------ - . . '1�1 " , : - .. ... �,- .. - - - - " . .. . . I . . . .. . . . . . . I . . : EXISTING GUY WIRES I`_4 2 . . ... . .. . .. . . . .. . .. . .. . ­ . � : .. . .. .. . .. . . . . . . . .. . . . . . . . . I. . . - . . . . - - . . . . . . . . .. . I . . . I : - . . '�' : * - . .. . . . . . . . . . . . . . . .. . � .. . . . .. . : . . I - . .... . ... . . .­ . . . x Z4 10, ELECTRIC - .. .:. .. . 7 12.56 . . x 12.83 . . . . . . . . . . . . . . . . . . . : . .. . . . 1.4 f:4 � 2F 6,0 ,,, u . . .. ... . . . ...... . . 'I, , :: .� . . , . - . 6 ' ----"I - . . . . . . ... . . . . . . . . . .. . . . I . . . . . . .. . . . . .. . . . . . . . TO OFFSITE UP . _ � M ;zz . .. . . . .. . . . . . . . . . . . . . . . . . . . i . - . . . . . . .. .. . ­. , : .... ., ,.. . � __1 ELECTRIC �� 1313 BOX -* �- .N1--_:. ..'� . .::.. .. . 12.47 -"!�� .___ . . . .. � . . . . . � .. . . . . . . . . . - . - . - I . . . ; . . . : . .. .I .. . . . F . . I I � -,. - : - ,- * - -� .. . . . . . . . . .. : ..; ..'. . I . . . . . . .. .. . . .. . . . . . . . . . . . . . . . . . .. . . � . . � : . I � ... I - E �? � w � .. .. - . . ... . . . . . . . . .. . - . . . . 11�: - . - . . . . �4 ­­ . . . .....% .. . - I :. � - - ' METER . . .. . "I ''.1. .I . .. . - . , N\1 . : .. , . I . . .. . .. . . - . . . . . . . . � . � . .. . . . . ... .. . ... . . . � . , . . .. . . . . . ... . . . � . . . . . . . . . . --!!� - . ­­... . . . ..: .... . - - . . - .. .. . . . ----',, 10k* - . . . �. . . . . . � . . . . . . � I . - . . . **___1 . ,. .I . . . p--q z z m .. � .. . .. . . . . .__ 0 .- - - �. _.�.� : _.'. : .- . . . . � . . . , . .. . . . - i � . . . . . . . . . . .� .. . . . 0 ci "I � : � . .. .. ... ­ . . . . . . . I . . . . . . .. �� . . . . . . . �. . .. . . E 0 to ... . .. . .. . . . I. .. . . .. . . . . . .. - �:::::!!j � I � . . .. . . .. . - - - - .. . . . � . . . . . . - . . � . . . . . . . : . . . . � . .. ... .. . - .. .. I .� . :.. . . . . . . .. . .. , �AA,TC .- . - - .. . . . . 26 . . .� . . . . . . . . . � . . . . . .. . . . . . . . . : . . . . I . . . . - . . . . . .. .. *11 m. - . . . '�� I I - . . . . . . . . . .. . . E= 0 0 � to . : _n .. ,-. . . N-1 . ... . . . . - . - � vi I . . . . .. .. . . : ..__1> . . : , . .. . . . . . .. . . . ... . . . .. . p . . . � . . . . . . - ... ; .. - P-1 � m =3 LLI . . . 1. . �:­- . . .. . . . . . . � ... . . � . . . . . . . . - . � - : . . . u 00 . . . . . .. . .. . . . . . . - . . . .. . . - - . .- . ; . . � = w . . . . ... . . , .. . .. . ..I 11 . , . .. . I . . � . � __7411 : : ­ .. . . E%l it ; -10 , 'I, . . . * N�11 . . . I -� �r_ V) I - EA m L.114 10 - . .. � . . .. . . .. . ST . . . p \ . . . ____ * . . . - . I . . . . . . . . . . . . . : . - .. �: . ,� . . . .. . .- . 1 1� ... z . .. )(4167 ' , .. . .. . � . . . . . � . . . . . . . . . . .11 - I . � .. . I .. . .. . . 7 . ____ . "`--,- *� : : , . . . .. : - . . . . . . . . . . . . - . - . . . . _. . .. . , . . . - . , .. .. .. . ... . . .. . . . . .. . . . .. ... . . . . . . . � .. - .. . ... . . . . . - , .. � . . . . . . . . . . I . I . - I : . .. .. . . . . 13. 0 13RICK , . .. .* . . . . - .. . . N__1 - . . x'I-3.-22 . . . . . .. . . . - . . . . . . . . . . . .. . . . . . .. . . . .. . . .� . . - .. . - . . . . t . __- --- �. I . � . - . . . b � . . . . . . . . � I . . . . . . � . . ____ � . '. . . . . . . :. . . � . . . . . - - .. . . _. ... . .. ­. . . . . . . - : - .. . . . . . ;. . .. . ,.... .. ­.. . . . . . . * , �. '1� - "I-,1. . , . . - . . . . . . .. ZIS, . . . .. - . . .. . �� . . . . . . . . . . . . . . . . . . I . .. I U0114G S : . � .��,� - - . . _____ . . . . . � . . ... . . . . i x 13 3 Sul 2 9 . : : �­... 0# : -,.� : .- , ::/.' . __� . . . . . . . .. . . . . . .. . .. . . . . . . EX T * . .� ��: � � * .. . . . . . - -I. ., * . � . .. . . . : I . � .. .. I . . . . . � . . . . ... . .. � ... . . . . . . . . . . . i . . . ,ING . . . . . .­. . . . . . .. : . 130 .6 . / . . . __.� .: .. . .`I-, ; -----_ :11� . . .. . � . . . . . . . . . . . I . .. . . - 1 47 " - '��' - - . �� , . * ­ . .. ; UP #2-", -1 C8 ON-(-n . .... .._..: ,. . I I - I- - 12.99 . � .. . . . ... .. ... . . . . I . - . . .. . � . . .. ... . . . . .. . . .� . � . . ... .... . . .. . . . . �� .. . . . . . . . . . .. . . . . ... . . . . ,5 . �.. I . . ; � . . . . . .�. . . . ... .:. .. T . ..­ . I �; .. . 2. / .:.I ' ..� . . ' . . �_-_ . .. . .I . . I 1. . N__1 --_ . . . _�, 6. 9 � - . . I . I . : I . ... .. . , . ��. . - ELECTRIC ... . . . . .. . - I . . . ..' __� ____ - .. - . . . . . . . � .. . .. . . .. . . . . . . . ... . . . . . . .. ... . . . I . . . pr 13. 9E . * : ' �00 . . - - z.'' : -;-_. I . . . . . ____ . - . . . � . . . . . . . . . ! . . . � . .... .:, �. . ..�... .... . w . I � (� 0 3OX . :,.* . I. . .. .. . .:. : .. � 1, - . ..d� . ,: / . . . N-11 .I ..; - . _____ - .. : , ... . . . - ..I : .. - .I . . - . . . . . . . . . : . . - . . crl) . . . . . I .. .... . . . .. . . . . - .. . � . � � - . - . ( . . . .. ; . . .: . : �_ '20 . . . . �_ . . . . . . . . . . . - . . � - I . . - - - . . ___ - .. . . . . . I . . . - . . . . . . . . . : - - . -, - ___ . .. . . . .. :, . . . . . . � . . .. .. . . . . . . . . . . . I I . .. . :. . .. . - . - . __ .. : . , . .__ - . ___ . . . . . . . . . _. I , . . . . . �. . . - . . . .. .. Z.. � . * ' ' .. .. .. . ... . .. .� - . . . :-- . . . . . .. . . I . . : *­. .- . ' . . �< :. . _____ - . .1�1 . ____ . - . . . . . . - / .. . ... . . .. . . ,-. . - . . . � . � . . . . . . . . . . . . ; . . * .. I .. � . .:, . . .. I * .. . :. . I '" : 11 ' 13, -, - ;0 ..:- I .. . .;Z: .� __ . . . . .. . , . . .. --__ I . . . . - . . .. . . . . . . . - . . . . . . . . . - . . . .__ . : ... . . . . - , .. ..I .: : . . . , . . . . � . . . � . .. TRANSFORMER , . - . . . . ., .: I .. .. . - � . . . . ... .. .. _. . . .. . I . x 10.57 -_ -_- - . I . - . : . . - . � . . . - . - I . - . � . .. . . .. . . .. .: . . .. I � . . .- . __ . - . __ . . . 11,11 . . . .. .. . .. . . . . f : . . . . .. o 13OLLARD . . . . . . ; .. . . . . : . . . � . . . . . . . . � . '.. . . . -:.: . - . . : . - . ."":......�� . ..-. . 1�* X 11 __ .:.� ­ . - .. . .1-1 � . . . . I � ___ . ____ , . . . . . . I ��. . - . . . . .. - �.. ... .. . . I . - .. ­ i . . .. `� (Typ) . ON CONC. PAD . . . .. ­ . .. .. ''. ,, k .:: . * . � . x 37 -.�' ... . . I . . / %11 . . - -__Iho-_�, . . . . . .. - . . . . . . . . . . . . . , . I . .. . . . .. � TRANSFORMER - :.. .: . . . - , . . . .. - . . . . . . . . . .. .. . .. . . .. . . . . . . . . : : . - ­ . : - . . . - ... . . . .. ..� ... .. ... I .,I .. .I :. .. . I . . . 0 /. . ­ . . . .. � . I- . , - __ . _.- ____ _____ ___1 . . . . . . . . . . . . I . .. . T . . . . .. ­ . . . . . . . : . 1-1 \ I . . * . . . . . . . . . ... . _ . .. . . . . . .. - I . . . . . . . . ! . . . . . . . . . . . . , . . - 1 4 .. PA � . ____ . . . � . . � .. . I , � ­ . ... �8 .� . .., . � - . � . . . . . � . . . -� ; - , __� __.- . . . . . ... ­ . . . . : . . � . . 4 .. ­ .. . . . . . - . . . . . . . . .. I .. .,.. . . / *. - . . . --x-8,35 . . . . ___ .23 .. - . . ; . : I . . . * � . � , . �. ... . . . .. I � � � . ,5 . ., . ... . . .: I . . . . . . _�,� . . . . . .�. . . . . . . - . I . . . .. . . .. . I I. . I . . . 1_�. . . . . . . t . . . . . . . .. . � . � . . . . . . . . . . . � . _._�> . . I . . .- . . . . . . .. . � . . . . . . : . . . . . . . . .. I .. � . 1�.6' .0 / I p _ ; &D��, . . . . . . .. . . . . . . :. . . I-, . . . , , . . . 7 .. .. . . � . I . . . . . . . . .. . . . .. . . I . . .. . . I .. . . . . . . . . . . . . . . . . . . Of- . . . ____ ____ . . . . . I . . .. ..:: . . . . a . . . �. .... . . . r , . . . . . . . I-- I . .. . . . .. . . . - � . . . : ,; . . . I . . I . . .. . . . . I. . . . . � . . , . . . . 1­1 � ... .. .: . . I . . � : . I . .. . . . . . � . - . _. . . . . . ___ . . . - . . . . .: . . .. . . . � . I . . . . . w . � . . . . � . : . . . . . .. . . . .. . .. . . I I . . . . .. . . . . . . . ... . . - � . .. . . PA -_ . . . ---- . _"� _____ .. . . . . . � . . � . .: . . . . . . .. . . . . . ... - IN, . . .. .� :.� , ��: j. � . . �.. 1. I . .. ... . - . . .. 1�1 . T---_ . . . w x 8.61 . . . .. . . . . . . . . . . . : !�,�, . I I . . . . . . . . . . .. . ....... n , . . . . - . . . . . I . . . . CHAIN LINK .. I ..I . - * � . . � ­ ­ � . . . --- , xqQ2t' --, . . . . . . . . . . . . . . 11� . .. . � . . . . . 1:. �.:. .." . . . :.. . 4 . 'I EXISTING - . . _1� ... / * . . . . .. - - . . . . . - . -I-,,-- ­_1 . . . ____ __ . . . � . . . . . L . . . .. . . . . . ; . . . . . . :. -, . : . . . . . , .. .. . . . . . . :. - : - - . - - j . . . : . . . . . - . . . .. . . . . - . FENCE 7H . . . . . . . ­ . . . . I . . . . 2 x . . ..-� . , - - . . . . . . . .. . . . - . . . _­. .. . ..� . . . .. . . . . . . . . .. . .. . . f .. . . I BOLLAR�- . . . . .: . I . :. . ,:. : �-- .UP W/LIGHT 117 11.76 .- .-.- .I _. .: . . . /1, X17 . . . . _­,� � .: . IN, - � . .. . 7 - x IL68: � , 10.93 . .. . .... .. . . . . . . . _. I ____ ____ . . . . . . . . . . � : , .. . : ... : . :­.. :. , I - t tb, . . . . � . . . . 5. 9 - . . . . . . . .. - - . . : , .. . - . .. : . .. . 1`1 . . . .. . . . . . - . .. . . . . .. . . . . . . ; . . . -- (TYP) 111. . . . . . .. .. . . . ... , . . .I .- � . . , . . .. � . � .,__� __� __1' ____ . ... . . . � . . . . . . � . -�,,---, . . - .- ::: .� . ... . .1 . - . � 12-71 - I .... .. � ./. .. :.. : : . . . . . .. . ==_:_-=�_-:7j 12.2 .%� ,, , . . . : : ' . �, _____ . . . : I . . . ;. I . .. - . . .. . ... .. . . . . . . 1__� - . . .. . . . . . . . . I . . . . � ; . � . . .: . . . "I . . . . . . . . . . � - . . '�194.-.. . Ac I I. . . . : .. . . . . . . . . . . . �, . . . . . . . . . - - . . . . . . - . . . 1�1 - - . . ... . . . I . . . . . . . . . . .. - .. . . . . . I .. .. . . _­ . . . ,: - . .. , ., .. . . . ___ . . . .. .. . . . . . . . . . . . .. . . ... : . .- . . . . . . . . . . � . : . . . I .. . . p . IN I , ... k :, T - � : :: �.. � ; .F . . �, . / \, ___� . ­-, --, - I ax . . � ELECTRI ELECTRIC IN% ,* :: . .. . ... . . - ... - , ,, *_ ' x 8,95 . . . . x 926 . %%�, - . . . . . .. . . . . . . .. . . . . . . . . . � . .. . . BOX . . . . . . . .. . . . . . :I . . .. . . I . . .. . . . . . I . . . . . .. ... -� I ... .. . . . . . . . '_1 ____ .. . . . . . . � . . . .. . . . . . . . . I . . I., . . . � I . .. . . . . . . . . . . . � . . . . . . . . . . .. � . � METER . . . . .. . . . . . . . . . . .� . . .. .. . . . . . / � . . . I . . . . . - . . .. _� �. FENCE GATE- - * ' ' ' . : TING I � . "I ----* I . . .. . .__n . . 11 3p� \ `:�' . - CHAIN LIN ' ' .: : . .. 1�1 . , -,,� ,-, c _ -.1 w ... : - - �_4 r. . . 9 I .cl/ , : :.. . .. . . . EXIS . . . . **_� . . . . . .. � . . I '. � . . .. .. . �rn . .. � .. - , , I . PARKING S . .1 ", . ... . . . I : i. . -- . u , . . . ! :::, . ,. .: . . '\ � ' 7H ' ... . - ,:. : .o : - : PACES . . � '_1 - . . . _____ . . . . . . . . . . ... . . . . . � I_;0 - - :. / :. . ,�, __,�K�1� �. . . . . . : . -fC . _n . . .. . . . . . .. . .I . : - .. . . . 1-1 --, � .. . . - . . . . . . - . . . .. mp, vi . . . . .... . . . � . . .. I . . ./.. .. . . .. . .: .. . . .. .. .. . . - .,- .. �-.- .� . . . ... � . 7.27 . 6 - . . \�, . . ... . .. . .. . .. . � ; . ... . . .. - - . _j I . . . .. . . . . . . . . . . . . . . . . Q?- .. . � . ..� * . . , . . . . : , , - . ,., .. : � &) A � . '_1 7 . 11-.. - N��,-,, --, . . . � .. . N/F . . . I - - :' 1� -V -i . .. . . . .. . ...-: I . . . i . . - , - .. .:*" - . � . ...:- - , . � . . ... . . .. .� . .. . . . .. - . . . I - F _______11 . . ... � . . . � . . CHAI LINK . . .. ­ . �: . . � _____ . . I I . . : . . . . : . . . .. y4f _)(k,S,TjNG . . . . . . . . ' . . BOSTON & MAINE RAILROAD . z :- ... . - . - .. . . . . . , , , . . 7.1t- Q-> 71e� z . � . . . . . .. 4 .. .. .. 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'. . . .. . . 12" PVC INV.=4.3 CONCRETE . . -- . . ____ ---_' : ____ : . . . . - � . .. . . . . `BU r- . IV cu , . . . . . :. .. : ... . . . .. '. . . - ... . , �4 .. .. . . . . . ,... . . . ---x 28 , * . . . . . . . . . . . . . . . . 4 . . . . - . I '' . . ...: . . . .. I 1 �� . . � . .�­ � .. . .. . - 95' . . . � . . .. . . . - . . : . . . . - . . .. . . . .. - . . . . .. . � . . . .. � . . . . -"-M'9 -5 -_ . : . . . . . . . . .. ! � - . . cv u (D . :, I . . . . . -. I , . . . .. . . , NI-1 - "s, --, -, - _____ . .- . . I . w . . . I rr a 2. IGNAL ' ` � - .. � / . . .. / ..:: : .:. / . 1. .. .... . . .. � * . . A R? . . . . . ... � '0 .. . +. . . . . .. . . I ., , :.. . . . . . . . . . � . I . . . . . . . . . . - , .. rn,n L_ 0 . . . . . p . . : I 11. 3 . . . , 10.77 ­ . . . . . . - . . I . .. . � . - ----_ . . --- -,- -, . . . . . i � I ELECTRIC 0) � 4.o 4-0 , . . ,� . 6 i ... I .. . L . . � __ 1_� ----_ . . + . . � . . : . .: .� . ..: .. �.. . . . '7.31 , � ; . . 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'+ ;..i .:: • } , .. •w ' z.,- .. �`: ^L`.` .tY, 7'� t �.'''.. Ni, -Gr' e .. tF ^gf-:, SF 4� >t" .tr,.. - 7 A' k �3�f �:... f �e� . `,r � u,Yr ,,Y_: r'X..' rr r. LO0 � � �-8-3 • .. 6 ` W � L L N of to ..,', 'N::. •.<%-.:.: Ai~-'_' ''N', Yts. - 'l� Y%,... i. t"`S �.'.. :'c _ L, fi. R �"'••°--CI... f J / .+ £' '.-.�,f('-,�"nfx "'• i"�t" '-. ;.`�i �' ;„ :.:'2. -''i ..- - mac' e} rra *1 �"w s. di V1 N Vf r.. Y ,. a... °a':.. r r + r FL x 8.15 O a - iP�fr� � x 7.42 �. R ' Dc - 1 ax e.a- Yr. - - "ac. S..,. x,>P'{ .. '' '•�. *ry.: r r � %y .•h':; -0 LL. mot;, , ,� �.^t ,L00. O :., t fir. :: x 7.69 `�� BOL t� Ct ,.s.y .,r a, r.:2" - a- *r,..nG v. ;s., • _.�`X'�'xr. c„ _ r (� ... .. ..'.:<: x zr.:. •<',r;?. :.p ..�«--s. r: .. :x •;r't •�.• +mk? %._ ., x: .d'S.. , «'>i'.. `� �,o .-. ,«, u. -,�'' �' _�d'>., r .. .-,:r e� E � ` >� eW >� !r C C C .... 1 •:`...: c .'Pi. -x, , ', r? Se ,t 1"s;: i�_ ,y; z r��'^3' ^�- a. £ z:.i.� T L�-.V- �•�\ IG •"�•a r•: '.._ a<'7,s ,dti.. :;3.'.-P'•:.,, ° 1'�.Y• �'$� .�*. v,..,,..-r .. � .. - LI {t$,43 (NP) r 00 - - . ... t - , ssw+" .., ,. ,: 9�z�,, * s A...>.. ,,q .+-=:� .�. .,-, ,1•�. '�-dsa x .`+ry �f :irk.: '+-s•• ! 1!-i � �_ (1� r ... , ^•+1��, , . _ ,�';�� - �..� ... K-.n .; C,..ry� �S�'* ''_' `rr,=1"�. "1,7 .... ,r��,9 �R - '�%' 3 Z ..g�i >... ,,+-, :. , '§ � _., s , .#� •�. , u fit:' ",�� , � R -$ s D, . . x 7 72 r� � �.05 £ � x � d• r •,,:.... S s �n $.45 8.39 C 1t 1 .47 t s p s V _ s f �O LU t 8 / x 8.19• 28 2.01 •� _N L1" •� x 7b3 U W W ! 8.56 x 8.1 \ x 8.3 Og •> O ` 1i`' �.' • �- x 69 8.28 et 3�•30 ` '0~x 9CL • \ N p 1 9.47 1 S 7.65 BOLLARD / K!!yc SP x ` o ne a --, ! / S o t1 9 TYP \ /V g, EXISTING MANHOLE `-'--�f a2a / q0r \• • s 9 X 1L01 >' 8,44 � ( ) Z 8.46 WATER LEVEL EXISTING CS \7.9s i 1 0 o X ss8 TEE 4" 9 . _ BOLLARD 8. ``� $.31 8.40 o - -- 13 / RIM ELEV.=7.3 • x x 8.96 x x 11 I. ! G) �o - 7 . O (TYP) s8� L_ 8.3 CR s,:58'.44 tW}li 12 PVC INV.=4.1\ x 8,10 \ • 8.26 x s. 1 N ��� E1E 1� /EXISTING DMH �7.30ING DMH x 8,07 i x 59 x 7.81 O t t 4 O / W FLOOR LOOR 06RIM ELEV.=7.4 RIM -EL 1 .. x 19 0 S R o \ ELEU 05 12 PVC INV. A=2.5 \ �� x 11.22 1=LEV.=8.5 8.4 12" PVC 1N.• 88 I i 1 9;99 / z� I, .39 r..1�,.,,, i ry! 12 PVC INC. 8=3.0 g \ 12" PVC INC. 8-3.8�_ • 1 .10,9= 1 x . ` 7.71: l.'UNC R t �2s L.. W / v /.oc -- --I 77 6" 7.9 5 91E 18-09* i 1 O M ELEV ISTING C 6 i = .9 x 8.0 8 '3.3� �7\ i 2" PVC INV.= � Ir 8.44 x • 9 :_... . i RD ss a. ` 815 x 8.48 cn U f I C7 - 1 .97 cp w Q TREE 8" GO 5 i li 6 7. 78 .} 7. EXISTING GAS M a o rir Q / o ? s C? BOLLARD (TYP) FLOOR BOLLARD ELEV -8 6 {TYP) 7.88 x 7,62i . �g x 7. 816 8. 27 ETERS 8.5 x Z DRNE-THRU \ >8.1'46- 1 ^^a.57 �E 59 52 "• .0 5..3t h 7.47 \� z W MAILBOX / Y 7, � 1 0 x w WINDOW i 1 c> 8,3 "ZcRE Q Q CONCRETE SIDEWALK 4a G 1 i x 7.96 Q 8.3 co �7,49 cV 6 8,37 8.3Ae 8,3 8,39�s 8.33 ■ 8.25� o 0 0 o w 8.39x 8.38s 8;38a 8.40 8,40x 8.4 8,22 e • AVEI 1 x 7.61 RD 8.3 O 7 yI�1 g z n x r a v y F IRD9 U' 7 7.4�J -8- i + .0 .N.:F':, ....:r _ _says M;., i.'•z„� •'s -.a. FLOOR_ 7 37 - 1 \ 5 x 6. �r"v` �`Jl�{ ]' m 7.69 8.02 ��� �5 9'8 7.37 s. ., 7�':i t LEIi� 5 FLOOR cc rt x 7,31 . ' 3 3 13�, r,,,t» x ,, it l c Ltq .. i 1?+ k ..8gr u `a �+7J? „c, w E L�.=$• s TA FLOOR p 4f 8.5 43CD r'.. ; = '�fw.`^ '...':r .,jf s :ar;;'�!•' n _,,, 6 �,b -1 _„1 772 ! (17 ( 7 ] 20 r a ' S tr zp t E - FL[O�OR E W 40 7.37 7.31 7 2G" ' 7.26` 7.26 7.39 b 17.6 • H wes..j 1j t z i��� t �� CONC ELt Y = SILTATION `5. G� �.� �';�,'' �,rR� ''-- R SfD / _'------ 7,74 7 4 13 PARKING SPACES CONTROL ' cz s. x 711 yj f,1* .Ss 7.57 CATCH BASIN TO BE FITTED WITH CATCH BASIN TO BE FITTED WITH " -+31 3+ SILTSACK ONCE INSTALLED AND SILTSACK ONCE ,y� INSTALLED AND T3a n+ x 6. REMOVED AFTER FINAL PAVEMENT REMOVED AFTE>`2 1 INAL PAVEMENT tj 95.g0� �� y,_ tom►:,�s 7.70 ✓ o COURSE IS LAID. . 4,61 .1 t za m a,C �s=�a i 6.74 'G"ka:t,l*,.s TR NSFORMER X .74 x 7.36 1 COURSE IS LAID. PARKIN 8 PARKING SPACES ! o • SALEM WATER [A 7.07 G SPACES R D x 7.8 7 .73 PARKING WORKS HAN H �E ,n� fr. ,'.. 4+x s cia ,x 6 CONC BASE 683 683 x 7 6 TREE 6" 6.76 4. 7 6.36 x 6.7se 6.49 SILTATION 0.08 x 6.80 G 7 4 66 � SIGN RETE W/ 7 PA NG SPACES 68 6,81 CONTROL �' , 5.8 C J� x 6.44 x 0 6.53 37 .38 ` 1 ST x�. '�3 . a Q 6 x f6' ss 6 1 ` + 1 x �A C xx)4 8 1 ' $ 7.08 9 �+ 49 X 5 - 6A3T 6.09v4.149 '5�. x 612 x 7.02 9� p 6, O -.28- - 6.34 .96 6.13 - - - -+c-6.�6 - x 6, x 6, REE 6" x 6. x 6. u x 6,7 6, R 1 x .12 - -�c 6:67 - --X-" - --x-6;95-= - - - - - - - - � - - -x g � 6.6 , _ �.75' Gi _ -_ - 6,93 --x-6:95- 6.37 TREE 25.94� 6� 6" 1 $i.72. GAS V7.14 iX7 1 x 6.55 .95 �•79„ x 5.76 I816.22 x 6.04 TREE 6" ALVE 6.34 6.59 _� x 6.3470 6.70 6. 86.52 6.29 6.07 GN _ 6 5.8 6.01 7 5'78'NO PARKING" i i g_ WATER -, �� _-- ' �' ' --- 2" WATE , EM WATER WORKS HA G HOLE ` ' Z` 6.23 oQ 6.13 a Q CATCH BASIN TO BE FITTED WIT _ --G- --- G G -�- --�- G ----�- G G -�- co C o- G G G G G G G G G G G SILTSACK ONCE INSTALLED AN p Cp x 15 RZ;�±C�-`----------- ----- ----- -- 15" P DRAIN �- G ---�- G G G �--- G G G G �� Rq�N 79 - - z 15" RCP FAIN '> REMOVED AFTER FINAL PAVEMENT ----- -- -- -- -__-_ COUR E: IS i AID 36 RCP SEWER 36 RCP SEWER �t,� 7.38 x •29 xc Efi`. 6.63 x EE 6"x x x H a+ C a) E N ZU O a0) 0 < > u - Ja� U W •17 C v W J < (7, < Z �' W W Q l0 IA V f/1 N ne rN J Z ca O U N' . -. O zr•- I II N - N ■� M Q r•- O N w' _J CO U O W N U o W - V G V = V O. _ Z_ Ln - S w w 8. 4 RD 3 $. C . - .75 - 37 . O 7.37 ' 745 x "7.31 .. X TING . E > 7 7.72 40 737 .31 L .43 7 7.26' VG 7 2P (7 CONCR StD 7a .. x W l!G EINALK . `7 7a1..x 7 a 1 757 CATCH SILTSACBASIN NCE SILTS -FITTED AND H CATCH A K BASIN ONCE DINSTALLED AND — ' 1 x 7.81 I' x 7 7.4 U StGN 12H os x 7.10 W/ WOOD BASE x 6.94 9 _aRE—OF_PAVEMENT — x F-R4 x 6.55 6.70 �' VGC 6.39 ' z 6.83 65 6.43 6.31 EXISTING C Y C.n . lip 1 �n.r 5.94x 41 6.09 6.66 .54 " 7.34' w i� STING cv�c�sur_ d•nKirocrr CMEWAt v - + O O � N G - � O O N O � 00 �,�J W n m W Z Z ooW �-, Z aaZ`O^-' ZLAB=� W 00 =) T : J J LM . 0) V `O ) -O ' N — >; 0 a> OtA > QU1nm O V a.+ O L Ln Ln rn N v�1 C O J co a 0 U L Q _J N L 4- 0 `+- 0 -O OC N O � tA O tA w m O -Q Lj_ m E cu c . N rtl Z m tm ON di L O LL •Qi •O o L o pp oCa p D 127+50'� I G�vgEjtS b D 128+p0 LL of Jo, ccQ o ��,► r D 0 _ -2 V V ZQ vJy x 10.92 ���WWOo �Q END SILTATION CONTROL x 1.12' 56 Q� �++ N N N_ x 11.07 rn ` to 11.58 1 .� 01 , +� C E o V C 32 ttf N :EXISTING'W 1 BUILDING V #130 W J W W 1A M N W V- Q� J o � z Q O 80 9 („) o �, O N .x 8 � N 1 II N rn N 00 SILTATION Q U CONTROL o N U 9 - mac 7.92 _ / r(. w p 7.57 ®ASS Do 8 15" P C � O .. 'G G, GG GG N G m G--------- G-=------ �1----- --- c ------ U LL. O x 8,31/�1 Z � OG W W • EDGE OF PAVEMENT --x7.90 7.1a��- x x EXISTING s�5 EXISTING c"a3.20 Q 110 Sig m. J19RR " v w PROPOSED 36" DRAIN BY OTHERS 12" LEVEL HEADER INV.=4.35 DMH2O SOS19 RIM=8.86 2000 GALLON 12"INV=5.06 IN SEDIMENT AND OIL SEPARATOR . 12"INV=4.35 OUT (FIRST COMPARTMENT TO HOLD 863f GAL.) RIM=8.4t 12"INV.=5.43 IN p 12"INV.=5.18 OUT EXISTING CATCH BASIN TO BE REMOVED, REPLACED AND RELOCATED. SEE NEW 12j �A LOCATION THIS SHEET \ D , BOT STONE BED=3.75 �_ REPLACED BOT CHAMBERS=4.25 EXISTING CB TOP CHAMBERS=6.75 CB20 TOP STONE=7.25 RIM=6.75t 12"INV'S=4.35 IN 6"INV.=5.79 OUT 4"INV.=6.54f (GARAGE WASTE PIPE) GT1 OIL/GAS ' TRAP STRUCTURE AND OUTLET PIPE TO BE VENTED THROUGH BUILDING PLUMBING - RIM=9.00 I 4"INV=6.50 IN' 4"INV=6.17 OUT ° DGCB11 RIM=7.50 12"INV.=4.64 EXISTING DMH IM ELEV.=8.2 RD 4" INV.=5.7 SOS13 5000 GALLON SEDIMENT AND OIL SEPARATOR (FIRST COMPARTMENT TO HOLD 2238f GAL.) RIM=8.35f TOP STRUCTURE=6.35 12"INV.=4.18 IN RD 15"INV.=4.10 OUT 12" S=1.0% L =8' DMH12 RIM=8.46 12"INV=4.26 IN 12'1NV=4.26 OUT RD DMH14 RIM=8.63 151NV=4.10 IN 12"INV'S=4.10 OUT SWMA2P ..STORMTECH SC-740 SUBSURFACE INFILTRATION STRUCTURES 60 CHAMBERS RD BOT STONE BED=3.50 BOT CHAMBERS=4.00 TOP CHAMBERS=6.50 TOP STONE=7.00 12"INV'S=4.10 IN - 8"INV.=5.37 OUT EXISTING ° GAS METERS 0 W00 NOTE: -G o 1. AFTER FINAL PREPARATION OF SUBGRADE FOR SUBSURFACE INFILTRATION STRUCTURES BUT I 12 z a M 0 PRIOR TO PLACEMENT OF STONE BED THE DESIGN ENGINEER SHALL .INSPECT SUBGRADE. a g z N Z �� .I - O�Ov1 pout l/�ll O t� z �- z u rn p000 a u. 5 i ! i J '. i J T Q " O �N'1Q PC m c •CL c Q c Ocn QULnm c 2. 0 O � Ln AN Mm M PROPOSED 36" BY OTHERS O 0 OODRAIN 0 U .O ON . D q •a 'v W L is Vf N Vf CC O G! O H H D i m m tz Z •3 •3 •3 a(IS u TENT ING DMH . :LEV.=7.7 PVC INV. A=3.9 nirr wr, R-z u 0 0 30 ° STING 3 METERS 0 0 RIM ELEV.=6.9 12" PVC INV.= RD ' DMH4 RIM=9.53 .12"INV'S=4.67 IN 12"INV=4.67 OUT SMH3 R 8.78 6"INV.=2.91 IN CONNECT TO EXISTING 6" SEWER SERVICE FOR #138 CANAL STREET ----------------------- MASS DOT Ss Dor EHH n r H w� Q 15" kp DRAIN D � m W O i D c ❑ ❑ ❑: �--� I •� •> ( LL •� j ad 0- oo n X E c a E E o O w u a 3 = a� a� a� a� Q a. SWMA1 STORMTECH SC-740 SUBSURFACE W INFILTRATION STRUCTURES J 77 CHAMBERS z Q BOT STONE BED=3.00 BOT CHAMBERS=3.50 J TOP CHAMBERS=6.00 TOP STONE=6.50 12"INV'S=3. 0 IN 'W OC to Ln It M z o V e- II N o ( N O - w w M r•- U � u O. N U r- w p o MASS .DOT c U farm=u.t50 . v G 12 INV=3.75 IN r.- I- r G G �------------------------- V V z_ ILL 0 . W W (FINAL LOCATION BY TILITY COMPANY EXISTING IX LJUJ i II`K7 I lls 4947 ' In ; -EXISTHING ^ EXISTING W J tA L INSTALL 39 L INSTALL' 40 [V fM L.F. OF VGC L.F. OF.VGC RETAINING WALL ' UILL. r-- . V z � � 1 VGC VGC VGC i EDGE of PAVEMENT ` _ — (� W �_/� V J LUMINAIRE SCHEDULE SYMBOL LABEL. QUANTITY CATALOG NUMBER DESCRIPTION LAMP TYPE TILT LLF PHOTOMETRIC FILE KIM LIGHTING OURO SERIES LED POST TOP A 15 UR20-24L-25-3K7-3 TYPE 3 DISTRIBITION 15' MOUNTING HEIGHT 3000K 0' 0.85 UR20-24L-25-3K7-3-PT.IES (FINISH & ELECTRICAL TO BE LED.' ..: SPECIFIED BY OTHERS) LAMP LUMENS=3090 LED POST TOP H B 16 UR20-24L-65-3K7-3 ' TYPE 3 DISTRIBITION 13' MOUNTING HEIGHT 3000K 0' 0.85 UR20=24L-65-3K7-3-PT.IES (FINISH & ELECTRICAL TO BE LED SPECIFIED BY OTHERS) LAMP LUMENS=6807 LED POST TOP C 5 UR20-24L-25-3K7-5R TYPE 5R DISTRIBITION 15' MOUNTING HEIGHT 3000K 0' 0.85 UR20-24L-25-3K7-5R-PT.IES (FINISH & ELECTRICAL TO BE LED SPECIFIED BY OTHERS) PER LAMP LUMENS=3090 . J Ln U DC L p c 'n Q O •� JA .a �. 'QCa� O 0tn QULLnCo O O U O Ln Ns.+ L N o M �� o o �U ?� J H 1— - t N 0�! N m m G cv 0 m g Z w cm lop LL. 69 rA `p dP °p e° aQ tp e, o° ap 0 0 oc a --, 09 �. .. ep a9 op a° �gOTS �, aQ 69llp �, aP �, ` dP ' °p °969 1 dp �' ar ep ep aP Q J o f oy 69 op ��b� ¢ 3 Z P y� ap A al Is cA Q o o d` as 0o 00 + cm ep — A t . TRflNSqXRMER pia �F �• m v ,� dP ` Ln ` op EXISTING BUILDING #130 N C N E E O O w u 3 a = Za W J VLn DC W W `/I J OQ Z V o ^: Ci ro N of .L M M Q m U w tl1 CAU w o r— M V 0 .. V p Z r— w w . 0 = cn . W .. .. f LA a i V. FINISHED GRADE V o v 0.a.p• V.a-p• � . ."V.'&.V V. v•`. D.'o:0. . P• • '•v :. P.!'.�.�r .:• P•-- •.a 'd' a(�IAXv� o •v - .•p• ' '•� . �.": • " v. '=4 - . v'..-1 v� 'v .. v _ DETECTABLE SURFACE TO v '''.. SvLOP� : v' '' _ v''- : ' v : " �LQR' .c ' '. CONFORM WITH ADA CUR BIT./CONC '' ° ' ° - g o' y v' v • •.v• v" BIT.�CONC o STANDARDS 4.7J AND 4.29.2 SIDEWALK laX�) o a vt o .c - _'.):: o:'� ' P_ ": �,, . a SIDEWALK v. a. Q. aov:v'.'_ v vv. •LANDtN�G.'a o 0 0 00 0 0 ".O O O O d v o'Q Q.�; v 0.o•v, v. Q v. Q O 10'-0" d d Q d %% V. : 0 °1:�'�'v .. V I MIN.' �. d O O O. Q a: d: 000a P. P. P. v.... a LO . :. p o d a o o BIT. ON P� •.� o 0 0 �n • o. o C C d O cao o v •v • 0 •;. rdc ...5..:�.: o d C! .�. t... - x .rb h-iv.r J A •�IVIh1/�.,). LL .. n SIDEWALK ' q_ 0 0 0 c. a a 0000 10 z • - - 0000 � 6'-0' 6'—O' v.e•v• Q a'�' - ve'V• o0O B ;�. WATER MAIN ORco CUR - ac0a _ r 00001 SERVICE DETECTABLE' SURFACE TO :..: MIN.. CONFORM WITH ADA ..' PLAN SERVICE OR SEWER .STANDARDS 4.7.7 AND 4.29.2 � 2'-0 - FORCE MAIN (p -.: PLAN CURB CURB - - ' S.S :� .Y ,t t . •a P. P 0 0 t s' :'Ly,s.: 6 -0 ATE R CROSSING ELEVATION WATER/SEWER: (NOT S MIN. (N SCALE) NOTES ELEVATION 1 FEET,- HORIZONTALLY FROM ANY WHEREVER FEASIBLE, SEWERS WILL BE LAID AT A MINIMUM OF 10 F , EXISTING OR PROPOSED WATER E MAIN SHOULD LOCAL CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET TO A WATER MAIN THE SEWER MAIN WILL BE LAID IN A SEPARATE TRENCH AND THE ELEVATION OF THE CROWN OF THE SEWER PLACED AT 'LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. WHEELCHAIR. - R RAMP � ::: :: - .WHEELCHAIR RAMP WHENEVER SEWERS MUST CROSS UNDER WATER MAINS, THE SEWER SHALL BE LAID AT SUCH AN NOT .TO SCALE NOT TO SCALE ELEVATION THAT THE CROWN OF THE SEWER IS AT LEAST 18 INCHES BELOW THE WATER MAIN. WHEN IT IS IMPOSSIBLE TO OBTAIN HORIZONTAL OR VERTICAL SEPARATION AS STIPULATED ABO VE, BOTH THE WATER MAIN AND SEWER SHOULD BE ENCASED IN CONCRETE FOR 10 FEET EITHER SIDE OF THE CROSSING. NOTE: .... . WHEELCHAIR RAMP NOTE: ' 2. IN LOCATIONS WHERE THE SEWER MAIN DOES NOT HAVE 48" OF .COVER THE MAIN SHALL BE INSULATED: SHALL .:COMPLY WITH ALL STATE.: AND:. RULES AND : REGULATIONS. WHEELCHAIR RAMP .SHALL COMPLY WITH ALL STATE AND .FEDERAL RULES AND REGULATIONS. ..: t>Ol G1 t/1 Q _C -� +; N C al L L d c� u _ -ocp� _ O L Ovi QuLnCO •. � c 0 O v }-, L M C O J a V J N =O JO .O OC N N -a N N � CC N N 0 Cn -0 Lt-tm CA LA LA _ W m 0 E cm _ �1 CO m5. Z cn W 0 p rn CJ 3LA �fuWL_ 0 ° 0 � J 15 00 co o 0 N N p O L H C v E E 0) u ttf °J v ce L a W ANGLE OF FITTING Z I FITTING BELLS TO BE KEPT FREE OF CONCRETE -�' `` '"s` '� •• '.,'c':•► '•:'• UNREINFORCED THRUST BLOCK SHOWN � W Ln J � BEARING AREA AGAINST LLJ UNDISTURBED MATERIAL 3". CLEARANCE •fin uj REINFORCED STEEL 'IF REQUIRED • �•.-t* _y ... •..t .: ....., .. .� . a' U I .. ;�• W O I I'LJJ Z r- I O Z N N W cC I ^ , v , 1� Q W m � NW U Q THRUST -BLOCK*'.... I T SCALE) ( 0 LE NOT C ) . M NOTE: • r- THRUST BLOCKS TO BE 3000 P.S.I.- CONCRETE PLACED AGAINST UNDISTURBED MATERIAL '— 00 MINIMUM BEARING FACE AREA FOR CONCRETE THRUST BLOCK PIPE DIAMETER INCHES 6 in. 8 in. 10 in. 12 in. HYDRANTS, PLUGS, CAPS, AND TEES (S.F.) 4 6 9 13 J z 90- (S.F.) 8 12 19 26 OF 45- (S.F.) 5 8 13 18 Q1- 22 1/2- (S.F_) 3 5 1 7 1 10 VO: V r- z r- Q Lu W OC 0 INLET D A B W 4".. 4'-0" 3'-0" 2'-6" 5" 5„ 4'-0" 3'-6" 3'-0" 5" 4'-0"x4'-0" 3'-0" 2'-6" 6" 6" 4'-0" 5'-0" 4'-6" 5" 4'-0"x4'-0" 4'-0" 3'-6„ 6„ 5" _0' 3'-6„ 3'-0„ 6" 8" 5'-0" ' 6'-0" 5'-0" 6" 6'=p" 4'-0" 3'-6" 7„ 3>-0" 2'-6,> 9» 10" :6'-0" 6'-6" 5'-6" 7" 8'-0" 5'-0" 4'-0" 9» t PRE -CAST IN RISER t� I.LtH�CHIVI,t I w SECTION INCLUDED) :o THE ELIMINATOR" CATCH BASIN TRAP OR ( : T • APPROVED EQUAL c �;p:.• - BASE SECTION BASE SECTION d .- / (� ' .a e. � -. � - \�. - • " •r d NVI�•7 "I ..6 '0. .9'eD _0�� ,9�� 'V �Q ,Ve-� •9 12 MINIMUMmilli .v-..,d a•P ,•. _•9 �•F - :V. a••4 ••.•B-� 12"MINIMUM SCREENED GRAVEL ° 'o•�'-'a �• ' '° ° v ' v'•: v R'•: v v'•: v:'. SCREENED GRAVEL ___ ---- - -- UNDISTURBED EARTH a.•b•'•.•P..a-•;;•v V J CA } > '.0 � v _ QM o 2 Ee Os 6 E w J J Ln U i O tm +J a Ln V N O i c � .CL a) C 0 p u ate:. Ln Ln G! N c O J oG a U i Q L W W to a a a a 2 LA 4A CA LA 4A CA CC (V w O !n of of W _a Li — m2m�£°' �, �, aimrts 0mZ O �5 1 rt 1 � W �c3u—_c O 0 0 LL '3 0 0 __l m �Jg�Tis d �y -•� N rn Odd �2 LL CCa p j V3UZ �col 6� ccol P �N 19 QJ W ' 00 O O N N O O U" v H C d E H E o O N ' u � 3 = v a� •� u a m Z Q L W CL Q ILA W W w 1n IT M N .^ —1 W z u W ,d. Z o N r-i Z N V / M Ind W W Q m U W N U W N M .Z V � V N r-- _Z w W 0 = cn ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION / DENSITY. CLASSIFICATIONS REQUIREMENT FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE TOP OF THE'C' LAYER TO THE BOTTOM : ANY SOIUROCK MATERIALS, NATIVE SOILS, OR PER '' PREPARE PER SITE DESIGN ENGINEER'S PLANS. D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. MAY BE PART OF THEW LAYER AASHTO M145' BEGIN COMPACTIONS AFTER 12' (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. INITIAL FILL: FILL MATERIAL FOR LAYER'C' GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <35% A-1' A-2- I A� COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. LIFTS TO A MIN. 95Yo PROCTOR DENSITY FOR C STONE ('B' LAYER) TO 18' (450 mm) ABOVE THE OR WELL GRADED MATERIAL AND 95% RELATIVE TOP OF THE CHAMBER. NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU AASHTO M43' DENSITY FOR PROCESSED AGGREGATE SUBBASE MAY BE A PART OF THE'C LAYER. OF THIS LAYER. 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, MATERIALS. ROLLER GROSS VEHICLE WEIGHT 9, 10 NOT TO EXCEED 12,000 Ibs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 Ibs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE AASHTO M43' LAYER) TO THE'C' LAYER ABOVE DISTRIBUTION BETWEEN 314-2 INCH 2O-50 mm) _ ( 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED: . A ' FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE ' AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT OF THE CHAMBER. DISTRIBUTION BETWEEN 3/4-2 INCH (20 50 mm) 3, 357, 4, 467, 5, 56, 57 SURFACE." PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO.4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, SHE U AR EAN CRUSHED, ANGULAR STONE NE IN A & B LAYERS :: PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) WAS �?1 ixi�T^�i!t/.���,I\aI� ir%�am//\G�I�L��kD�_�! .�`5\�_ \�/�1� \IyI /\E��\��)�.9�::\�N- ;i�>�T!ti/. •. rr %H��lh/r�.am�z/,./�\I��\/�_.1i�/�iL•��A. .$�`�1!�. \(�j�J:/.'I.�fi�\%�\r�/ /`Pub�r° . <�1 x�?�%\1'�h/�/.�!/�\II!�\' '`/:f� • l C l{f'r�i�/l�l�l/�r��T1f�/Z�U. �/�fli'�/.J.tl' I 1S" (2.4m)DPERIMETER STONE �\\81 rSEE NOTE 6 /r_ :./i �i f,� .ram / •. /r_ .� .. /i L (450 mm) MIN' MAX 6" (150 mm) MIN EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 30" .(760 mm) 71 DEPTH OF STONE TO BE DETERMINED i 1 II �I I ilil I I II I "29 II�BY DESIGN ENGINEER6"(150mm)MIN 12' (300 mm) MIN SG-740SUBGRADESOILS 5 mm) 12" (300 mm) TYP END CAP ' . (150 mm) MIN " (SEE NOTE 5) NOTES. 1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. - SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4: THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT. 5. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 6. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 7. ONCE LAYER'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C OR'D' AT THE SITE DESIGN ENGINEER'S DISCRETION- . .. STORMTECH SC=740 GROSS SECTION . (N OT TO SCALE) . DO NOT INSTALL ,. INSERTA TEE AT CHAMBER JOINTS 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH - A '<- BUILD ROW IN THIS DIRECTION - CONVEYANC E / MATERIAL MAY VARY I I . . (PVC, HDPE, ETC.) START END . CONNECTION OVERLAP NEXT CHAMBER HERE INSERTA TEE TO BE - (OVER SMALL CORRUGATION) (X) INSTALLED, CENTERED ACCEPTS 4" (100 mm) SCH 40 PVC PIPE FOR INSPECTION OVER CORRUGATION ( ) ...: O UGA PORT. FOR PIPE SIZES LARGER THAN 4" 100 mm UP TO PLACE ADS GEOSYNTHETICS 315 WOVEN . 10" (250 mm) USE INSERTA TEE CONNECTION CENTERED .' GEOTEXTILE (CENTERED ON INSERTA-TEE SECTION A -A SIDE VIEW ON A CHAMBER CREST CORRUGATION INLET) OVER BEDDING STONE FOR SCOUR PROTFCTION AT RIDF INI FT cnnnuFrnnuc PART # STUB A B C SC740EPE06T / SC740EPE06TPC 6" (150 mm) 10.9" (277 mm) 18.5" (470 mm) — SC740EPE06B / SC740EPE06BPC — 0.5" (13 mm) SC740EPE08T /SC740EPE08TPC 8" (200 mm) 12.2' (310 mm) 16.5" (419 mm) SC740EPE08B / SC740EPE08BPC — 0.6" (15 mm) SC740EPE10T / SC740EPE10TPC 10' (250 mm) 13.4" (340 mm) 14.5" (368 mm) — SC740EPE10B / SC740EPE10BPC -- 0.7" (18 mm) SC740EPE12T / SC740EPE12TPC IT (300 mm) 14.7" (373 mm) 12.5" (318 mm) SC740EPE12B / SC740EPE12BPC — 1.2" (30 mm) SC740EPE15T / SC740EPE15TPC 15" (375 mm) 18.4' (467 mm) 9.0" (229 mm) — SC740EPE15B / SC740EPE15BPC — 1.3" (33 mm) SC740EPE18T / SC740EPE18TPC 18' (450 mm) 19.7" (500 mm) 5.0" (127 mm) SC740EPE18B / SC740EPE18BPC — 1.6" (41 mm) SC740EPE24B' 24" (600 mm) 18.5" (470 mm) — 0.1" (3 mm) CHAMBER MAX DIAMETER OF INSERTA TEE HEIGHT FROM BASE OF CHAMBER (X) SC 310 6" (150 mm) 4" (100 mm) SC-740 10" (250 mrn) 4' (100 mm) DC-780 10' (250 mm) 4" (100 mm) MC-3500 12' (300 mm) 6" (150 mm) MC-4500 12' (300 mrn) 8" (200 mm) INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON PAVEMENT I 8" (200 mm) MIN THICKNESS ' . 4" (100 mm) ' a : SCHED 40 PVC a 4" (1 DO mm) SCHED 40 PVC COUPLING 1 4" (100 mm) STORMTECH CHAMBER SCHED 40 PVC 8" .. - (200 mm) ' II it II !i II II : V) E/1 0 w'�.°'� N O 0 Z O � N amco W a o 'z 1.4 P4 S Z n In u '.4..z WWn a W z'laz V) o��C=u W {�i G �. V.. . J Ln r- ru U �o a-+ N C aJ Q •3 _ 4-0 tm c>s Its L L u 3 � 12- > c6 0 QUInm A O O 0 u ., Ln rn °_' E C Inda U 1 Q L L L N W A a� 4 tea, -a Ln � IA w a oILA 4A CA L _ mcoE a1 f31 2 � LL •� 3 ICJ m w Z a1 ` i 01 3 a •Cu � •� 'O D0cca.00 s `�JgETTS b�ti by _ j LL <Qyo i i�V a a y r Y3 z�� ,bd cc P OF 'llyp QP � W1100 JJ W. to co ' O o fV N MM Ir a' " N C v E E H o O U 3 a a �a . N > c N Ln c c W J Q W W ' (— Z U LJ Cf• Z O N N Z V / N M W Q w m 2 v N W U W M M 06 V r- LL O V M W LLj .. _ f..� J _ - M. BR 2 BR + 929 s.f. Wro 1 C M. LR/ DR 1 BR ± 751 s.f. BR ILL co / \ TA 2 BR w/o M. I ± 850 s.f. LR/ DR 1 R ± 694 s.f BR BR B. i LR4 DR D M. al Or= SEM 155'-0" ` 01 E F G STUDIO/ MICRO ± 641 s.f. 21 LR/ DR 1 BR BR ± 757 s.f. Wro B. M. Wro 1 B L/D 1 B 1= BR ± 70 S.f + 7� BR — — — — LR/ IDR 4 — — — — LR/ DR North Building_- Second and Third Level Q LR BR � � 2 BR � F 4 ±914 s.f. I BR B. M �'� � 2 RR � B. W� � ± 785 �.f. Al LW DRI / BR �STU IO/ BR B-wAo-� I ± 461 s.f. � Se; er. i architects Inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT CONSULTANTS CANAL STREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION No. Description Date PROJECT REVISIONS Job No.: 2017-049 Date: April 19, 2018 Scale: As Noted Designed By: DR Drawn By: DR,SL Checked By: JAS Approved By: JAS Copyright © by Seger Architects, Inc. All rights reserved. Floor Plans SHEET NAME A=1 SHEET NO. F;_7-9n1A- PI ANIVINr RnARn METAL FASCIA FLUSH PANEL A B C CLAPBOARD 4" T. W. FLUSH PANEL CLAPBOARD 4" T. W. - J3MAq H2UJ3 ALUMINUM CLAD WOOD WINDOWS �0 lilm. ELM- 0 IMMI �1� __ molls ALUMINUM STOREFRONT ffl9GW5-- ;' x I Ill — I IMIl wlljmi�!l im F North Building - Canal Street Elevation i I�I�I METAL FASCIA METAL FASCIA CLAPBOARD CLAPBOARD METAL FASCIA 4" T.W. 8„ T.W. FLUSH PANEL FLUSH PANEL FLUSH PANEL ALUMINUM CLAD WOOD WINDOWS DECORATIVE PANELLING AT MAIN RESIDENTIAL ENTRY I � I ill 19 f0l��ll North Building - Rear Elevation e garcheritects Inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT CONSULTANTS CANAL STREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION No. IDescription Date PROJECT REVISIONS Job No.: 2017-049 Date: April 19, 2018 Scale: As Noted Designed By: DR Drawn By: DR,SL Checked By: JAS Approved By: JAS Copyright © by Seger Architects, Inc. All rights reserved. Elevations SHEET NAME A=2 SHEET NO. d_1 q_9n1 R_ PRoPngAI i3 x O 7t I 0 0 I LJ North Building= Right Elevation - METAL FASCIA METAL FASCIA CLAPBOARD - CLAPBOARDL METAL FASCIA 4* T.W. B� T.W. - FLUSH PANEL FLUSH PANEL FLUSH PANEL - ALUMINUM CLAD WOOD WINDOWS ..: -- FF1 u LJ Wes...:.. W. .�:..� =, rMEM, - I LOO..s�..�<..�..,.,�.�..,.t;..... : M F71 -. O - Q Q O�. C= 4 0 0 DECORATIVE PANELLING AT MAIN RESIDENTIAL ENTRY I HOLLOW MET DOORS IN H L FLUSH FRAME ATI AT ENTRIES AT EN EGRESS LIGHT EXITS TYP ' AT SUPPORT SPACES FULL LIGHT HOLLOW METAL DOORS AND FRAME AT REAR EXITS North Buildina - Rear Elevation Rear Elevation Front Elevation Residential Entrance seg.'e'rnitects, Inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT CONSULTANTS CANAL STREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION No. IDescription Date PROJECT REVISIONS Job No.: 2017-049 Date: April 19, 2018 Scale: As Noted Designed By: DR Drawn By: DR,SL Checked By: JAS Approved By: JAS Copyright © by Seger Architects, Inc. All rights reserved. Elevations & Renderings SHEET NAME A=3 SHEET NO. d-1A-7f11R_ PROPn.qAI 2'-0" N South Residential Building - First Floor Plan SCALE: 1/8" = 19-0" 138'-0" �A B C D - - - - - - - - - - - - - - - - - - - 1 Lobby II � P � 6 � � Bike � I I Storage I � 0 I Ln cD �N South Residential Building - Ground Floor Plan SCALE: 1/8" = 1'-0" 2'-0° 2'-0" Segerarchit cts e inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT CONSULTANTS CANAL STREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION No. I Description Date PROJECT REVISIONS Job No.: 2017-049 Date: April 19, 2018 Scale: As Noted Designed By: DR Drawn By: DR,SL Checked By: JAS Approved By: JAS Copyright © by Seger Architects, Inc. All rights reserved. Ground & First Floor Plan SHEET NAME A=1 SHEET NO. -7-7(11 R- PI AmmiNin RnARI7 2'-0" 2 BR 1 bH ' a'1 �N South Residential Building - Third Floor Plan SCALE: 1/8" = 1'-0" LR ON Iml Sri (1 FF' M MICRO BR LR BR 138'-0" 1 BR BR LR - JIB -AI LI-1M wro 1 B R oR K STUDY (-'2' BR --------------- W� G[] DD � � J STUDY B R M� � � 1 BR DR I[-M- I w,�DIR n �[W/D z t5h + 2BR+ LR "Jk 2BR+ � L 2BR+ 2 BR BR LR BR � LR LR BR �R BR 2 BR 1 BR 1 BR �N South Residential Building - Second Floor Plan SCALE: 1/8" = V-0- 26R+ AW — ` JIM 9 II R Af LR 2'-0" 2'-0" 2'-0" 2'-0" e er . garchltects Inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT CONSULTANTS CANALSTREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION No. Description Date PROJECT REVISIONS L Job No.: 2017-049 Date: April 19, 2018 Scale: As Noted Designed By: DR Drawn By: DR,SL Checked By: JAS Approved By: JAS Copyright ©by Seger Architects, Inc. All rights reserved. Second & Third Floor Plan SHEET NAME A=2 SHEET NO. 0' -7-9n1 A- PI ANNIN(-. RnARI7 loin 01=illi EF11 I Ll [11 in iiiiin Lj] In i in I 10kils Lill ALUMINUM LOUVERS -/ South Residential Building = Rear/Lobby Elevation SCALE: 1 /8" = 1'-0" 0 h THIRD FLOOR V 0 SECOND FLOOR, 0 I FIRST FLOOR E b ( PARKING AT GARAGE LEVEL ,GARAGE/ ENTRY UMINUM LOUVERS South Residential Building - Front/ Canal St Elevation SCALE: 1 /8" = 1'-0" ALUMINUM STOREFRONT DOOR, TYP. j.. COMP. WOOD CLAPBOARDS ALUMINUM CLAD WOOD WINDOWS STEEL JULIET BALCONY E.I.F. S Se ge r ar chltects, Inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT CONSULTANTS CANAL STREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION No. IDescription Date PROJECT REVISIONS Job No.: 2017-049 Date: April 19, 2018 Scale: As Noted Designed By: DR Drawn By: DR,SL Checked By: JAS Approved By: JAS Copyright © by Seger Architects, Inc. All rights reserved. Second & Third Floor Plan SHEET NAME A=2 SHEET NO. -7-*?nlR_ PI Amwimn RnARI7 .:.. I v,•y...l..ra .. .., 1 f ..., :. _. :..,a:. .�.......c - •"�—..`�� .,.�-.� .w.. i ........-------r—. h.. -'.:i . .. ...3 .. .v �.—� $n.a i 1•e f 7� YT :_ S.' 1\ RY d 1 a" 9� 5•x� {• i.:Y t4+, .,y, ; , CARAGEL= PARKING PARKING South Residential Building - North Elevation South Residential Building - South Elevation SCALE: 1 /8" = 1'-0" SCALE: 1 /8" = 1'-0" Segaerrchitects, Inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT ARCHITECT PROJECT CONSULTANTS CANALSTREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION No.1 Description Date PROJECT REVISIONS Job No.: 2017-049 Date: April 19, 2018 Scale: As Noted Designed By: DR Drawn By: DR,SL Checked By: JAS Approved By: JAS Copyright © by Seger Architects, Inc. All rights reserved. Second & Third Floor Plan SHEET NAME A=4 SHEET NO. fi-7-Wll K hI ANNIN(-; Hf )AKI ) South Retail Building - Floor Plan E.I.F.S ALUMINUM CLAD CANOPY COMPOSITE CLAPBOARDS PTD. G South Reta il Building - Canal Street Elevation E.I.F.S South Retail Building - Rear Elevation E.I.F.S :. :..•...... APBOARD RDSCOMPOSITE C< - PT D. c COMPOSITE CLAPBOARDS PTD. ALUMINUM REFRONT WINDOWS 0 04 ALUMINUM STOREFRONT WINDOW .. yu0 Milt,AM �\tldU, 1mm�i 7. >��I� i Fj South Retail Buildin - - g South Retail Buildin Ocean Avenue Elevation- North Elevation - ALUMINUM CANOPY 0 N O t M ALUMINUM STOREFRONT DOOR e er . garchltects inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT CONSULTANTS CANALSTREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION No. Description Date PROJECT REVISIONS Job No.: 2017-049 Date: April 19, 2018 Scale: As Noted Designed By: DR Drawn By: DR,SL Checked By: JAS Approved By: JAS Copyright © by Seger Architects, Inc. All rights reserved. South Retail Building SHEET NAME A=5 SHEET NO. F;_7_9n1R_ PI ANNINn Rn4LPn -----____----- _.., " i ,,, � wq_,�w 11 I I I I ON "10, " 111", Im, , wwol"I 1, am .1. t -Y too! .� � I ­ I I . . I I 11 I I li . � I I .:1 �1� I I ,� 1. I I I 1, � . I - . I - I I �. 11 �� . 11 , . . 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"I . a I A - . �%�� Segaerrchitects, inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT ARCHITECT - rs_E�L __�::� I I PROJECT CONSULTANTS CANALSTREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION No.1 Description I Date I PROJECT REVISIONS Job No.: 2017-049 Date: December 13, 2017 Scale: As Noted Designed By. DR Drawn By: DR,SL ec e y: - Approved By: JAS ICopyright 0 by Seger Architects, Inc. All dghts reserved. � SHEET NAME A=8 I I I SHEET NO. I 1 9_9R_9n17 - PP\/IP\Al .qPT ■, .z. d 1 1 WN y app- NO Or- 10 i , ,,,•-,� Z all PI Z — L.... - Birds Eye View X�4 iiiii f _- . e View of South Residential from Bike Path I !� ri NO r WAAO �r Itv 16. c� } Oj View of South Residential from Corner of Ocean & Canal Segaerrchitects, inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT CONSULTANTS CANAL STREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION No.l Description I Date PROJECT REVISIONS Job No.: 2017-049 Date: April 19, 2018 Scale: As Noted Designed By: DR Drawn By: DR,SL Checked By: JAS Approved By: JAS Copyright © by Seger Architects, Inc. All rights reserved. I SHEET NAME I _7_7n1R_ PI AmmiNjr-, RnARn SHEET NO. ..him --.r [ J •�_ . +; as -„ ..' tom• - r� y Y T 4 Od- •��11 1 °t!,!`i 111 It liG� r ,F - -,`'�`� � �� ,;,,..��r�, � �� ,fir_ ;�,,�>.� � ( -' -�: _ ,,,,. , '`"'�•. «.:,r ;.+ �: �IF Birds Eye View View of North Building from Canal Street looking South View of North Building from Canal Street I Segaerrchitects,inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT CONSULTANTS CANAL STREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION No. IDescription Date PROJECT REVISIONS Job No.: 2017-049 Date: April 19, 2018 Scale: As Noted Designed By: DR Drawn By: DR,SL Checked By: JAS Approved By: JAS Copyright 0 by Seger Architects, Inc. All rights reserved. I SHEET NAME I -7-9n1 R- PI Ammimn' RnARn SHEET NO. s. .S �� nYy. ,R ; i vane .Ln r •rj.LLJ [0 f -Uj} 4 >s z x t ¢` f d xr' 4 g �A. VY�t >� t d x r w« F �r 'hA �r a n. c .. 9".. x s. - ,dam .. ➢- + .xvaxt s .L x ., � r i .>.. ..: N5r � .'=a:, ., .,n. a �E;;'a1M�I :w ,,:� ��`•:%. a '..r "'+e.� ,= ;".: ;kv„.,adp" i* # +•Y View from Canal & Ocean 1 View from Bike Path Looking North Lie y � � # A i � a ter... 3 4 :1 } w 1 i �xr n°r . L k er >v. 4. �. -w r M e F e 'a ak r a 9 t w e R J x e � - • h a egaerrchitects, Inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT CONSULTANTS CANALSTREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION No. Description Date PROJECT REVISIONS ob No.: 2017-049 Date: April 19, 2018 Scale: As Noted Designed By: DR Drawn By: DR,SL Checked By: JAS Approved By: JAS Copyright © by Seger Architects, Inc. All rights reserved. SHEET NAME SHEET NO. -7-9n1 R- PI ANNINr-, R(IARn REMOVABLE 1 / / BOLLARD t2t+� ,. T RS vcc ` / n ANDSCAPE LEGEND DECIDUOUS SHADE TREE (QTY: 55 3.5'callper, 15 3" calif ��)3-1 /2'CAL TREE OPTIONS: 70 total shade trees) GLEDITISIA TRIACANTHOS SHADEMASTER HONEY LOCUST TILIA CORDATA GREENSPIRE LINDEN ACER RUBRUM OCTOBER GLORY RED MAPLE 0 GINKGO BILOBA'AUTUMN GOLD' MAIDENHAIR TREE 3'CAL ZELKOVA SERRATA VILLAGE GREEN ZELKOVA D0 FLOWERING & EVERGREEN SHRUBS 0 MYRICA PENNSYLVANICA NORTHERN BAYBERRY 2-3' CLETHRA ALNIFOLIA SUMMERSWEET 2-3' ILEX GLABRA INKBERRY 2-2.5' r U CORNUS RACEMOSA CRAY DOGWOOD 2-3' _j RHUS AROMATICA GRO-LOW SUMAC 18-24' J JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7-8' In GROUNDCOVERS, GRASSES & PERENNIALS u o GRASS/GROUNDCOVER OPTIONS: tm AMELN' DWF. FOUNTAIN GRASS 1 GAL PANICUM VIRGATUM'HEAVY METAL' SWITCHGRASS 1 GAL .3 C a1 PANICUM VIRGATUM'SHENANDOAH' SHENANDOAH SWITCH GRASS 1 GAL i i N "C >. NEPETA WALKERS LOW WALKER'S LOW CATMINT I GAL GJ Q lJ @ G L SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM IGAL _ .C. !r Q > JUNIPERUS CHINENSIS 'SARGENTII' SARGENT'S JUNIPER 18-24' 3 (V C- O IV HEMEROCALLIS'HAPPY RETURNS' HAPPY RETURNS DAYLILY 1 GAL O N Q U Ln ca CALAMAGROSTIS X ACUTIFLORA FEATHER REED GRASS 1 GAL RUDBECKIA FULGIDA GOLDSTURM BLACK EYED SUSAN I GAL CAREX'ICE DANCE' SEDGE GRASS 1GAL CARD( PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL Q GALIUM ODORATUM SWEET WOODRUFF 1 GAL i HAKONECHLOA MACRA JAPANESE FOREST GRASS 1 GAL In In � �= H M M •� C ®EXISTING TREE PE AVERS IN NON -VEHICULAR C Q U AREAS) 3 J _ Cie 12' WIDE PAVED ACCESS W J` i N N N BY CITY OF SALEM 2 2 Ce W CD _ _ NOTE: m m E c c c INSTALLATION OF ACCESS PATH BY OTHERS. FUTURE O° °° 'u. 3 3 3 MAINTENANCE OF ACCESS PATH BY OTHERS. (v ca 44) c o cu &_ a, IV U_ / GUARDRAIL BY •N •> .O m co tss+so crrY of SALEM BIKE RACK p p c°Jc a � 0 aVMN LOCATION tz�+oo ENCLOSED WASTE ND RECYCLING CON T INERS � tze+so 27+ i CHAIN . 12B+oo - • BIKE RACK — � Ro LOCATION H. N ATi 1 , 00 co 5' WALK —CANOPY 1 z 5' WALK 1 BUILDING 3 \ 1ST FLOOR RETAIL 1 WALL 2M—" ° FLOOR L RESIDENTWL AINING I/GUARDRAIL (22 units)1 8,526 s.f. footprint 825 f 32 045 9 a.oe 9t7, x Z72 T tN, B20 A 3 8, =6.0 min. EXISTING �T TA b825 1� .. 1 7M6 3 1'S � i . t x 7 9 _ A59 BA4 814 7.66 17 a 749 7.37 ' xt x 7 909 w Tin VU r _ ' _ •� 7P9 Z37 11 ' -- x Z38 • e -- q�A&2�_ ...:. : AS 7.72 . x T__7,49 W . . I� 8.39+ BMW 33W BAD- A40x $45e 922 ■ _3 (ice LL�a7 , 7.37 7 7 '7 7.26" f 729 INkArme- Wi JEWIpLik�11,111.1 a SEEM LsM ON, I I •