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CONCRETE BASE : - .t14 � 6.83 ; 6.83 . . 6,89 x 6.85 I �� . . . � � . ... . � 0 : - : - *. . � 1. � � . . . : .11 � . 6.66 . .. � . .:� � . � . . . . . . . � , "I . - . � . . � . . I � ... . .. ... � . � � . . . � . . TREE 6 .- . � � � - �, - . . . � I �.... .: � : . : �4 . . .- I . - - - x 7, . . . . . . I . . . ,%` - 11 - .. � z . . �. . - � : : . � .. 6.80, .. �:. ,f � . . . . , . . . . . . I . . ,,, � . .. . � . 1�� . 4 1 .. ,�. .. . .. . . . , , . � SIGN 12H . � I . . � � �. . . . . I � � . � . . �� , . . . � - . . . . � . - 1`r I � � .; . � I � � � . . .. 9 j .;;,, 10 . � 11 . . . . . . ... � . . . � . . � : � . .. .. .. . I - I � . . 6.44 , �, 1 " I . . . � � . E_- Ltj � . - 4 .. � . . � � . . � .. .. � . . . 637 4 "I 1�� . . -: . . � . � . _ : : - 4 , . : - � 638 ) M I . I..., ... W/ WOOD BASE , . � � � . < U 11 .1 : * � ,� - � .. . ... �6 Ot I ... 6.53 .. 1. .. . . � 1. . . � . . I I . . I. � . . � . I 11 I I ... I � � . a_ . .. . . � : . '. . I � . . . . Z_ �_.":,� , .. 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I - Q - G I % I . � . � � I � I I G' _.. �� Q �- G + G Q - Q - G ::�G G : �_ �_ G G Q Iz- . : ":-- _� G_ - G --T- �; __ .1 G - G G - ,\ � .. , � I � - . :1 5" RQP DGRAIN + - 12" WA -TER �:,; _____ . it�P DRAIN - - � - M - 1 - i F.) f . - X 15.4�� .- - - ___ ----------- ", 11.63 * 11.82 � : . � I . . I . . . I I � , - . � . I I I . _ . I . . � + � _W� , . . � . � . . : i _ + - : . . � * i , 1i V - " . + . Q, Ilk, . - __ . . � � `�,';'� t" .-I'll.k. - T��_,- + + I . . . . . . . r41M _ i-II.-I"...- --- ;... . � . . . . . . ... . . . +1+ . . + . I SLIDING GATE 6H + . � . . 1. . . . . . . . . I . Ic I . ," I,p F C I. . . � I ! , . . . I. '....., �,�r,, - . � (f) (3, - . j, , 0 �,, �, � ly , ,�POP "; � � I . . - .. . . .. . 1. � 1�1. . I ! .. .. . :, ,. '. .. , . . . . . 1. . . . . . 02_j� . . I. / - �"�It'-'-':�;��!'t�"e,;,-v�.--,'z;,%,'.,��ELEVATI N=1 . .. I . . .. � : � . X:mn . : . 1 - . . . . I . . . . . z - . .1,1_tu�, _.--f= -,. -.� ". ,t .. I . . I I . � .. . . . ... I I � . . i . . 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B=3.8 x 43 ISTIN^ DMH Z B I Xi 9.22 3 A� ELEV.=8.2 F1 V 7.46 x 7.93 INV.=5-7 .56 E 7 x 9.51 2. . .84 MS. s EXISTING .50 X 78 --SOLID WHITE LINE BOLLARD 9 A X7 7.88 GAS METERS 4 42 6.41 1 - 0! 11:1 - � .61 54 x X7.85 5 S. 4 0 /CANOPY (TYP) ORDERBOARD w Ix 8.641 CONC w 8.67 co . . L < 0 LLJ X x &ff It 7.99 8ROB.19 7.7 RDx -R24 x L E FLOOR .42 Li 7.78 PARKING XIS'l ING B co BOLLARDQ OLLARD ELEV =8.6 S GAS M E E, XT75 X, FLOoR 0 -M78 7.8 BLOCK (TYP) FV6 x 9.28 00 RETAINING WALL 8.63 x .1 1 . 11 . 1\1 rn F7-66R 7n ELEV.--8 8.51 BOLLARD 7187 7.20 (Typ) 9 5 n Rill RETAINING X 8.12 STI N 08.36 x 8.63 1009 8-5� AO WALL !RD 0 x 7.34 2 STORY BUILDING 0*1 x 71 FLOOR 8.20 x 722 #142 3 ELEV.�8.5 8.32 L& 7.59 8.25 8�5 EXISTING 4 PAR KII e.16 --6.40 tn SPACES R. 3 .1 STORY METAL' e.25 Of w od .80 7. 7,54 x 8.08 < 6.85 X W$6 X 5� #140 X:*77:19 x 7 804 814 8.59 x 7.82 -f x CO�4 47066 :3 XISTING CB 0 17 9ITE 6" 7.71 IM ELEV.=6.9 x 8. 12 20 8.09 PVC INV.=4.3 x 8.44 u 8.15 RD4 8.5 8.48 .1657: LQ 97 TING C) 6 .7.78 BOLLARD FLOOR BOLLARD x 7 UJI U Lu xf. DRIVE-THRU (TYP) x 7.6 3r ELEV.=8.6* (TYP) 7.88 7. WINDOW M.AILBOX 7.5( 3 CONCRETE SIDEWALK G !OLI ARE U-1 x 7. :1 07.7 3 8.390 8.33 0 8.3" 8.3'em a. 95 /8. 4 0 %84 8.22 2 v 761 749 8 0 RL' 5 FLOOR 7 Lo .75 .37 7.37 x 6, 8.02 ELEV .8 .05 q-, *7.4 FLOC) Qf 25 x 7,31 LEV C) 6:, 8 M -iw �,A 411 E� JrLoop, .5 -V g 7.72 EL FLOOR 3 7.31 5 6 ICZ I I TA 7 47-3 't 7.37 7.26 A 73Q x 7. V) z 24 Lu 0 (D .7 13 PARKING SPACES x 7 4 x 7.11 G) 6 SIDEWAL CONTROL N, -e7.74 , :- 0 C) 6 ;, - ... . ;4A 7.57 > M.0 - �� f CATCH BASIN TO BE FITTED WITH CATCH !BASIN TO BE'FITTED WITH aA SILTSACK ONCE INSTALLED AND 7.34 7.38 va fobtAr-Int 29 Ca z SILTSACK: ONCE INSTALLED AND io 7.42 6.82 REMOVED 95 x 31� 6. REMOVED AFTER FINAL PAVEMENT 7.70 4.6� d AFTE INAL,PAVEMENT u COURSE IS LAID. COURSE IS LAI D. AW 9 x 7.36 0 SALEM PA S RKIN 8 PARKING SPACE G SPACES 7.ff %.73 SIGN 15H W/ WORKS HANDH 74 In 7, -1 U .3 0 KING SPACES e4 4.47 x 7.8 7 7.4 .6 7 PAR 6,8 CONCRETE BASE ;6 6.83 6.83 x 6.7E 6.49 SILTATION 6.81 08 6.80 K 7, TREE 6.76 5.8 z CONTROL 3 I P ST '16. 0 637 644 Lu LLJ x 6.53 rn -j ca x 64 < u uj 6.34 613 L 6.63 0 u PO 6.2 V) x 6Lnp V 7.0 A9 4�9 55 4.9 x 6 1603 t6.09 x 6 .12 7.02 4___6 x GAS 95- - r R LLJ G) 7.14 6-&71 - *--6.9-3- - -X--iE x 6.55 6.6 6-6FREE �ff,,E 6' . 8 �TPFE TREE REE 6 x R -3� Uu 6.18 .6 ---------YVALVE M 6 4 V95 79/ Q�- 7 x 6.04 TREE 6 1* 6.70 670 652 x 5.76 34 t��-29 6.07 #-.6,NGN IM 622 .48 5.04 6.01 'J�YS'76 --NO 94 PARKING" I 9:f 4 8" WATER 2" W .-EM WATER WORKS HANDHOLE E, --V6.13 CATCH BASIN TO BE FITTED WI G Z4 �'VU UNAIN Q G Q Q Q G G - G G G G SILTSACK ONCE INSTALLED k '15" kP DRAIN G G REMOVED AFTER FINAL PAVEMEN 6,918 X 5" RCP DR41N ---12" WAT Ll- RAI N 0 3 6 R C P Tt-W-EW SEWER COUR-SE-La-LAID aANZ t r- ET--- 01 SE z RCP WEIR - )A, -p 7 SEWER Vc �y\ 5.53 36" PVC 3-3 uj 'M 5,74 �CW -3 -- uj -36"P --- - - - - - - - - Ic - % - - V, I " ---\ A9 Wo�l .6-89 4 c PVC Q R J_ -Z- 6.83� 6.89 6.83 QR 58 DRA IN 627 65 -6, 3 �k - 593 x &sr .41 6.09 4�30'1 x 6.42 CONCRETE SIDEWALK !�.30 x Ilk $.31® 8.40 UIM \ _ m 8,36 6. 58;44 RZ PVC INV.34.1� x 8.10 x 8.96 tE 4 x 6.26 x 8, x 11.3 x 11.82 \ 813 X / x 15.10 CR�E a /EXlS7(NG DMH .J7.30I�ING DMH x e.o7�- X uss RD 8.3 8. 7 75 7.37 7.43 a 8 7.37 x 731 2 EX TING 8s 7.72_ ' 403 �C 7.37 . 7.31 x 7.25 - 7. 7a� VGC' 1-11. .6' t c# Fmoll. Kum Wsw 10!11�mf 1�. r.. >. I I I� ums4 11.74 �38 r x $.30 .Ws x 65 . - 15" RCP DRAIN ��*-� - - )7.1524 FT N Z7 >► it QO c a1 = > O N Q U Ln m � C O 0 SECTION B-B Ln Ln W .� O o O J oC a. U SCA NOT LE ALE W Q `o ?j J 1n 4- `o Le 4- J Q � OC cn a a) a) a o w � � �-6 1 LA w -� u- 1=cm E m cm cm .� m �- m Z CID �c3'''°�. � o 0 > a � I D D 127+so bti z iL83 .: !'- D 115! 12 DO lG�JgEtts ti J O � _ 1154,1 D � y = m U r \ \ 12 rj U 3 Z 10.92 NJ it 1 SIN - - ml� �I g1mg i 0o�� VC D, P DRAT s,a -� -- vGc _ F-08 6.83 6.27 6.43 6.31 EXISTING x 16 VC V r 5.93 6.7 5.94 2 x ` G 6.66 6 09 3i -. - 5�'V'7, 4 6 09�c .. ` .v CAD tip 11.1ll�i DNCRETE SiDEwALK .. �. t t �--S 6541C moll •�MORI L EDGE . PAVEMFN -G -G .G G G I � x 10.92 END SILTATION CONTROL x 11.12' -1 6 O N x 1L07 1 , O M 11.58 1 D. ' n SILTATION r l W -PROPOSED UTILITY POLE APPROXIMATE LOCATION OF PAVEMENT _ ` ' x 7.90 W VC(FINAL LOCATION BY EDGE TILITY COMPANY 7' 7.61 ; x s2 $.2s EXISTING c-Q a,2o Q N ISTING rnr n��crr cinnArr,r v x . tXIto 1115 1. #t oaR PROPOSED 36" DRAIN BY OTHERS 12" LEVEL HEADER INV.=4.35 DMH2O SOS19 - RIM=8.86 2500 GALLON 12"INV=5.08 IN SEDIMENT AND OIL SEPARATOR ` 12"INV=4.35 OUT (FIRST COMPARTMENT TO HOLD 1200± GAL.) �x RIM=8.4± / 12"INV.=5.45 IN p 12"INV.=5.20 OUT EXISTING CATCH BASIN TO BE REMOVED, p REPLACED AND RELOCATED. SEE NEW LOCATION THIS SHEET /Ao BOT STONE BED=3.75 REPLACED BOT. CHAMBERS=4.25 EXISTING CB TOP CHAMBERS=6.75 CB20 TOP STONE=7.25 RIM=6.75± 12"INV'S=4.35 IN 6"INV.=5.79 OUT 4"INV.=6.54± GT1 OIL/GAS TRAP RIM=9.00 "'---� 4"INV=6.50 IN RD 4"INV=6.17 OUT= a' • o • o o 0 0 DGCB 1 1q-�-. RIM=7.50 �`"-- 12"INV.=4.64 EXISTING DMH IM ELEV.=8.2 I3� 4" !tv'V.=5.7 SOS13 5000000 GALLON ' SEDIMENT AND OIL SEPARATOR (FIRST COMPARTMENT TO HOLD 2279± GAL.) RIM=8.35± TOP STRUCTURE=6.35 .12"INV.=4.18 IN IRD 15"INV.=4.10 OUT 12" S=1.0% L=8' DMH12 RIM=8.46 12"INV=4.26 IN .12"!NV=4.26 OUT RD DMH14 RIM=8.63 . 15"INV=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 .. . a. GAS METERS j : 1 RD '�_ RIM=9.53 12"INV'S=4.67 IN [/� �2» .I S` l.�q 7 12-lNv 5=.5.6U IN PLAC 10 PORT11 J) �o in v m r- 12"INV=4.67 OU 4 S 11.1% L-9' ' cn - _ SMH3 R=8. Q 6"INV.=291 IN ° Z CONNECT TO " m£ 12" D O O O ° U t EXI f N o S=1.0% tj SEWER SERVICE FOR #138 EXISTING CB5 L=23' N CANAL STREET EL C?RIC RIM 8.10 ME FERS \ 12"INV. 4.16 3g. 0 o N O W ! ° ` M N J Q m CB 6 i U W 2 U RIM=8.10 i W o 12"INV.=4.29 i f7 - - - - - - - - _ - - - . _ -. _ . - . � - - - - - - - - - ss DoI QMASS DOT , MASS DO ` p MASS DOT p LJ MASS DOT EHH t� 1 F EHH EHHPvc t " DRAIN - G _ MH - r t G G-RIM=8.88. G G G N �n Q 1 PV DRAIN 12"INV=3.75 IN G �-------- --G - -�- ----_ 1 DRAIN G G G G 6 �Q G --�- G CONNECT PROPOSED G G 8 I�EB_'__'----�- " DRAIN G G { G G -^I2"INV=3.60 OUTS; G G VLL - WATERMAIN TO EXISTIN `dVER O 12" WATERMAIN W/8" Lo G) G l TAPPING SLEEVE & GATE CANAL ST ET M.z 36 RCP SEWERROPOSED UTILITY POLE W APPROXIMATE LOCATION Q W (FINAL LOCATION BY d C UTILITY . COMPANY EX EXISTING EXISTING UP EXISTING ..,., n-.,, u.-..,. W a U 0 o - v) o W rn0 0 N_ 0 O O M CO a Z Lf1 V CLJ ra^ La0 W V l WC.2 N W -moo No-(/) T D .� zLL 1 RELOCATE 9 LIGHT POLE SPACES i DSED WASTE AND ,LING CONTAINERS RELOCATE LIGHT POLE TYPICAL 18' SPACE J j - O .0 Q ( o 0 o N a a 00 0 0 N N II N e ui oC W .J Q co U W N u W ,: N . : . I .. ... . :. . :........ : ... . . . .. ... . .i ..... ..::. :. , .. .I. . . .I. ..I. .. ......I .I: ... :. .:, ��. . .. ... . :.,. .... .. .. .. :.. :.: ...�. ...._. . VERTICAL GRANITE -. �!—...�..! . . FINISH GR ADE, „ . EARING .COURS 1 W E .'.. . . ..�.. .�. .II I .� � I:. .. .. . . . . .. .- : -*1- BITUMIN N T .. OUS CO C OP .I.�. . �.. ..�- :�.:� .. ..I ... �.. .. ..I . ._ ..:::::: : '::.::.!; . .... , : . . _`. .... RB, TYPE VB CU BINDER COURSE MATE L VA RIA RIES .. ' -1 2' BINDER 2 / TACK COAT . . COURSE AS SPECIFIED .4t . . SAWCUT EXISTING :: ' . _� , .. . . * . . . ... . .. ..I .. � .. . . .. . \ .. :i�. .,I0 . V .. ..� .. ��.:. .,.... � . *. - BIT. CONC. BINDER ...... I..� ..� w.. .. ., ..� .... .. ... . PAVEMENT, APPLY .... . . .�.. TOP COURSE 7. _ ° — — —... .. . '.. . COURSE AS SPECIFIED ..;.�.... . TACK COAT ...."..— 61 " 7�!. �0 °° 8I. . .. f�--_: 15. . . . . ..: .:�.*� �... ..:. : � . �II.-..I� ...I. ... -..12 GRAVEL BASE �... �- . :.I ' .. .::�... . .;� . . ..! �: �:: .. �... .. V .., _ AR -I:I �. � � ... �:. .. ... .. !! ... .... .:".. . .. .. .. :... , ` EXISTING PAVEMENT ..:.. -. ...:;.. ...i . . � ,... . �. .� .: ..:.. .1�..- .. ... I _... ... . .. . . ... . ..: :COMPACTED UBGRADE . .... I.: .. -II ., ...'4... ...'. ..'... . ... . - .. . . .... ..:.... - . I VI �I .. . .. .. o0 0 0 %0 0 V'V��_1�� 8„ GRAVEL SUB -BASE ..w:I . . - , .:. . _. .. ... . .� . . ..:.. . .. .. . . EXISTING BASE-: `. .� - .. .. . .I .-..,... .' ..BASE COURSE 6,> 6» .. . .. ...;. .. (_ . -. ... .I...I .�. I. �: .. I. ...I. ..,:: . ..... :.....:.... .. ... .. . .I.. . . . :. . -�. . . : ..... .I. . .. I. . .. . .I.. .... ...: . ...I..*.. -1.. . .. .. ..� ... . . .:�.... ...'.: �: ::.:�:. ..:�... .. ..: . .�._ . .. .... ,. :. M. N. MIN. .. .... .� .-.. .. ... - _:II — — — — — I-� .. .. .�.. ... -....:..�.�.. .'.: ... .� ..' . .:.��- . , . . . ..I.. . ..�.1- -.I.I � ,.- :. 1.. .... :....... .. ... .. . ., .., *. .�.. CRUSHED STONE �.� _ _ � — COMPACTED 1:.: .... : .. .. .... .:- �..I.. . . � .. � I.. I... I I.. I.... I. II. I. I. I. I. I II 1.I P .� _-.i.:4 .... ... ..-.I ... ..� ".:.. .. ...:. .. ..b....: . ...... .. -.:I ..�: .. .s .!: < 1 . . .. ... .I...- ... ... 1. � .. � I .. ,• 17: _% rJ: ••_,:V.F .. . .� 0 . -y ". v—v ,�7 -•. P:..•..•-• p'. p' . -. .. . _ . - 4 o . • ` . , . ;. `Xl - - .. ' v l � N ' S,� O. ' .. a v ' : v` - : `_ k�• `._LQ�'-.a.:.•:•_. BIT./CONC • . •- - .Q n • •v. F' . .� ...N m. 'MA4X9 . c �. ). . .. :''.•. . .moo . ..cl :... .�.,�/��y7 n - "�y�.Q'/i•.' :- v, a '.� ' ) BIT. CONC `0 SIDEWALK ... . . V..• . . ' v Q .. V '• : V'.'. D '• : y G •- : .. v. ,, C�ONC'.� V v.-LA-ND!fN-G : 9 . .;� . •. n , ... Q.. � .. ` - - . "x7,.•. 0 % : G'.', 0 .:. .:SIDEWALK . . .I 1t A d.Q v v a v �0000o0oQc-'7, -v-'.`v.a•7 c.A:v• n 0 0 0 0 0 U. a o 0 r u > .F;x;,= K73'/ . :.4: y -'h yam: r f ixT_. <arv' 3 a;. 3K. .. . �'=o' 6,`0. . . f •CURB j - *_ . 50-FT LONG o°o°o°o°o°o°o°o°o°o°o°o°o° 0 0 0 0 0 0 0 0 0 0 0 0 o w 0 0 0 0 0 0 0 0 0 0 0 0 0 .I. o 0 0 0 0 0 0 0 0 0 0 0 0 �_ 0°0°000°000000000000000000 . 0 0 0 0 0 0 0 0 0 0 0 0 0 o°o°o°o°o°o°o°o°o°o°o°o°o° .. o°o°0°0°0°0°0°°°o°O°O°0°o° 0000000000000000000000000° .. O°o°o°O°0°0°0°0°0°0°000000 I 0 0 0 0 0 0 0 0 0 00000 o N 000000000000000000000O°0 . o 0 0 0 0 o 0 0 0 0 0 0 0 - USE CRUSHED STONE PLAN VIEW GREATER THAN 3-INCHES . BUT SMALLER THAN . 6-INCHES . . 00000°0°0°0°0°o°o°o°o° 12„ EXISTING . GRADE SECTION VIEW CONST R U CTI 0 N NT E RANCE . . . (NOT TO SCALE) FINISHED GRADE UNPAVED PAVED ' . EXISTING GROUND . ` PAVING -AND SUB -BASE MATERIAL' . ,� IiL �z . ss . .. \ . . - COMMON FILL MATERIAL COMMON FILL :MATERIAL WARNING TAPE - _ SCREENED GRAVEL PLACED AGAINST . UNDISTURBED SIDES AND BOTTOM OF : . 12" MINIMUM SEE / . . � 8" MIN CLEARANCES . . : .... .. � .:. 1 .. ..I .: . . . .I -...: . ..,_. �* .. ...� , : ... � . .. . :1.. .. . .. . .. . . . , - I . .. . - . . ... . . .. I . . ... . � ... . . � . :. .. . o . .. . . . .. ' . . . . . .� � . . � . — . � - .. .. . � . . . . - - . . _....—. . - .. . . .. . .. .� � . . . .. ... . .. . . . . . � . ..... . . FINISHED GRADE U -. .- .- .. .-..:.. .I \) ...�, .... ... .�. . . .o1 I. ..... I. ..-. . ... � ... ...�... _. . . . . -I I .. I . . . � . .. � . . I . I /*-i;w�l- `:, I . . . . . - .. . � .� . . .�. . .. 1 . ... . ` `' . � . . . . r . .. 9 . . .. .. .. DETECTABLE SURFACE .TO .. . . i _ - .. . . . .. .. i >3 _. . ... h :.> r FORM WI f� � -� CON 0 TH A CURB v V �f R ` ;._ �f� F ANGLE OF FITTING z Q STANDARDS 4.7.7 AND 4,29.2-� z .; •'. ,. . 1 FITTING BELL TO T . P , � . v u S BE KEP :: ...• . I � .. <2. v. .si.' .. .�.''.. O 1 0 oi -.. .. FREE OF CONCRETE If.,•, 11 . 1, Q'D '. d.o-7-' C7.ti'V �O O' - l-= 4••, UNREINFORCED THRUST BLOCK SHOWN v CO O . v. , �.. •,q .. _ "J 1 0 MIN- • 7' I 0 s�7 O ti. J i 9' S C' 000' G e� Q . :,. . . .•a....-.--SJLOPE .-7: •'•..• vo 0 0 0 ;::. to BIT. CONC' 1 0 . Tvl/1X. . e . -� . 6. I . SI EWA �000♦ i D LK V a �-- 'i', .'. - 4�i as •J Ln . v'•: v'•�. 7'•: �OOO _ .. . : - . . . . . . { Z � .W o o o a BEARING AREA AGAINST LIJ �.e F .. l' �;'n• v.;;•v• O oe; WATER MAIN oR UNDI URBED MATERIAL ,: . 3 A N . . . _ Q:.V.'.'�.''�. 3. . ... 3 .. c oon SERVICE\\ c~!) co : CLE RA CE ... ... _ . v ST to MIN. .. .. . :.<: -. _ _ - :: }. _DETECTABLE SURFACE .TO .. .: .:L' � ` :� . . .. . .. .. SEWER MAIN R SEWE '-:= Q CONFORM WITH ADA - SERVICE OR SEWER �` . �•'1.. LA - - ; :•', =_ . . 4 0 0 : STANDARDS 4.7.7 AN 4. . _ - . . FORCE MAIN - INFORCED EEL IF O R . . . . . RE ST RE UI ED ,_ -..:- -�•*'- �' '�:- . . ,• . . . . . V . .- . ..: .. .. . . .. . . . . . PLAN . . . .. . . .. .. .. . . . .. .. .. . . . t ,d- w O - .. t•` N - _ - . .. . _ _ W z . .CURB CURB . - _ r- O N .. _ a . I Z w .• T : . 3 .,. r ••` :� . ;' . a 4�. A <,. - ,v n .t ,t. .. ... .. i.. . - A, ... t^' ..,:' . M. 3 u. Yz. s. n. .(. f .lr /`= •,lG♦ .. ...,r _.. a.- ., r .{ s.. _ ... .,wr" . . a ... I �Y 1. \ \- \ .. .c .. ..�,_. .._ ,._.,. ...... : ... .n .. s. �.. .-.. _ , .... .. .. xer ,..:._. ".�'/�l1 !. ��C %�'..rf. lY�...J.• ,i _/k�; .r��;N'i177z:? i,�-- <'l,� i f7.J" .. . n. .-�..:... .. _ ..,�.�,_< ..-. .,„._,... '4 ,:.�.. tfi::.:.. ve .?.c., -.,:.a . •):. :,::.�•.. .: - � � �,.�n.•C �' �� .�� ,c /'�:G ��t,��{l, K � ,.. .F�.,,� ,,��♦.�' v`�s?. _\ Z).'�',r,;Y♦.�t..cTC � ...� OD . ! T r. . j > 6 0 G . . U LA U 6 -0 6 -o ... (0 WATE .. W . . / SSING . . . 0 R W SE ER CR o . .. . _ 0 SCAL .. . . ... .. . ..... ........ .�- �. .. ... .... .BI .. .-, . :., . . .- . . . f :I. -. ... . . . . �. -. . . � . ..� - ... .. ..-. ..I .. � . . .. . .� . . .. . �.,. . . .. . . . . .. .. ..I .. .. .. .I.. I . .. . . .. ... . � . . .. MIN: . . NOTES. . : . ELEVATION . .. . :. . . .. . . 1. N WHEREVER FEASIBLE S W 0 S .. .. . . r .. UST BLOCKS TO BE 3000 I C R LA AGAINST UN 1 R IAL 0 P D STU R ETE G C .. :. .. OAI LATERAL �SEP�RATION OF THRE' P.S NC ED BED MATE ., . ;: EOISFEET �0 A WATOEREMAW THE MSEWER MAINDWIOL ALECONDI � 0 AS P P RATE TRENCH AND THE FI FVATI()N 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 1. W 0 90, .(S.F,) 8 12 19 . 26 0 45' .: (S.F.) 5 8 13 1 18 . Q 4- 22 1 /2- (S.F.) 1 3 1 5 1 7 1 10 V . . .: . z r _ w : .. . . . . . . .: . . . . . I . . I I I . . . .. ... . i . . � . : . ... . .. I . . . . . . 9 LU . . . . . . . . . n '., \ L V V LI _x 1 1 V 1 V J . . .. . - .. . . . . . . . . . �. . . . . .. . .. .I � .� . . . . � � I . .. . _ . � �. . . . ...� . .. .. . .� .. . . � . ... .. . .... . . � . - . � . . .. .- .. � . - .-. I * I - . .... . .. . I . ... . . . ... .� . - � . . ... �. � ... . . 1111 ; 1:.. - .� : � .- �I . - . -. -.I I . . .... ... . . . : .::.":.�..: . : �:..: ,: —. .��.�. - .. .. �-� � - -��:_I. :�,�. :.. . .. , .. . ... .. �. .: , ... � :: . , . . . .. . . - � . .- . : .. . P - . . .�.I .. . . . . . . � � . . ::.I . . .. . . . . . I � . . . . . . I � . . . . . . . I . �. . .. .* .. . — _ .. ,.W - . . . . .. .. . ; ..' . ., . / ..1. ... .. . .: . INLET �. . , :;. D... ` . , . ;A ';. B .. W 4» :4'-0„ 3,-0., 2'-6„ 5„ 5„ :: 4,_0„ ' 3'-6» 3'-0;, 5„ 4,-O" x4,-07 . 3'-0„ 2,-6» 6„ „ 6 4 -0' 5'-0" 4'-6„ 5„ ..4'..O"x4'-O» 4,_0» 3'-6» 6» ..'.' :.' . . ' '...'.. : . 8'-O„ 5,_0„ 41-0' 9„ . , _ RE— ER - ��".,.,.,..� _ . ... � . . .. . C, P CAST IN RIS . .. SECTION .. . . . . .. I.- .-_ "THE ELIM►NATOR" CATCH .. . . .. . . . , .. . .. . I BASIN TRAP OR . ,I -APPROVED EQUAL a a. BASE SECTION . 2I" . . BASE SECTION ,o�p y . . /q . . . . .. .. . .. . .. . . . . i - . O O O . . . . � . . � . . . . ..� . . . : . . . . . . ,d �, : . - - . - - . . . . - . . . - -4 ' - 4 4 _ 4 �/ . * . * U��JSII 0 0o o . . . 12"MINIMUM ... . 12"MINIMUM W . SCREENED GRAVEL _ - IH* :AIIIEE UNDISTURBED EARTH SCREENED GRAVEL,ICR —rc6m--_J�o / . . . . . . . .. . � . . .. . . .. I . . ... 3.. BUTYL .RESIN SECTION .JOINT '.CONFORMS .TO LATEST .. UNDISTURBED EARTH .. . .. :. . ... . .. .......1. .. I...�......I.: .-I� ASTM C443 SPEC. .: °_. ... ,. - .... . . ... ...: • . . . R A BASIN EC :. .. _. . , '_ 4. . .I STEEL REINFORCED.COPOLYMER MER POLYPROPYLENE PLASTIC ' - . .. PRECAST CONCRETE. " .. . .. . . NOT TO SCALE ..... . . . 1.:......:... . STEP. CONFORMS TO LATEST ASTM C478 SPEC... .. .. ...... .. . .: .. 01 L/GAS TRAP I . .. DRAIN MANHOLE . S INGL GRATE ._ 5. ..,I.. ..:.�.i:. ... ..... PIPE NOT SUPPLIED. .... '..' ". .. .... . ... . - . A OT TO SC L . . . . ... :.. 6. CONE SECTION AVAILABLE IN .4 -0 I.D. ONLY. . . .' ;_ (NOT TO : SCCALE). . . . . . . ....... . ... ... . ,:7. ... . FOR INLETS LARGER "THAN 10" THE DESIGN AND . DIMENSION .. "' .. .. . .. . 17, 0„ . :. .. .. :. I .. , .....� . ... '.... ... . ... .I ..-..... . ...�., - —I. .�. I .�. ..I J._. :.. ..:�I. . .I . _ . -I* .. ..:� ... . .I . ....-. ,... .,.,.. ... .:. ..:.. ..... .. ..j. � :. :. .;. .... . I ..-"��._.. .. ,�.. . .:_,... .�:. ...I-. � �.� . �.. .. ..�. .: ....�.�.. .�..:. ... . . . . ..� .. .........: ..� ..I1..:I ...:... .:..I ..�, . : :� .*. . . .. .-.. . � L. . �� L. . . .I. . ... ._.. ... I .. . . .. �.. .� . r . .: .... _. _.� -.- . I.\ .. . . .. . ... .: ... .. .. .%.. —.:.- :., . ...'... .�� .�.- : .... .� .. : . .... ... . . . - ... . . . .. . .� � . . . . I � ..- .1 : -:.._* . .�. . . .,.. � .��.. �..,:_ - ... . .. . .. . . �. I - . ..::. ...�� ,......, �.- "� L...: �I.:- . . ... .:. � .. .:.:%. � .: .._: . �� : ... .-: �.: -,- . � .�.I.... ._ .� ... ,. .: I . ,� � ..� . - .. '- —. ��.. J . ... .. T 2.. .. ..... .. 500 . . GALLON S- � EDIMENT . .. � .. .-: AND OIL SEPARATO. . . R. * .. � *.. -... .�. I . - . ..� .PIAN VIEW (NOT TO SCALE) .. . . . . . . . ... . *.. . . . :.. . . . I_. .,.. ...'-.-.. .'.. .... . —I. ..... . .... :. .. � . .. .'. ;I .... . -... .. . .� .. . .... ..� . ... . . - . ' I : : .. - SILTSACK® . DUMP LOOPS .. . _ u (KEBAB .NOT oFpTy�a .. _' INCLUDED) . �+ +, . - rl 0 .. ... U .. ce w r- i 0 . .. .,off ..aN Q : — .a. .. . I. .. : - >� I . . . . .. - - .. � - .. . . ... . . ... . - tz� . I.3a arz0a . . �: V o V O o V I a:..:;. - Otn QULnm . . o Oa.., u u, .. =L O W a � m- u - t� Q N �J L � L 42 LL ate. .J Q i � N a 2 'a a 'a a -a a . -� .. 2 2 oC a a o v, to 4n . . . W tm -Q m 2 m a c c .. I iz. SILTSAC m c=3u°'= I..cn�(va� ._, � . .......:::(NOT.. � > TO SCALE a L o L a 0 . 0c a o Li ® Li 0 0 --, .. . ... " . .'.. . .. o�I yQ . . - . .. . . ': . .. .' .. . .... ':. .' ' . :..:: . -.: . LL O �� 6� . ... . ,. . - . . .. .. �N .. . .. . .. . .' ..' . .• . .... ... . . . .'. .. . . ". J Q W . . . . . . .. . .. .: { . . . . : . : .. . .. ,. .. . . . I � . .. _ . 1 . .. .. . . . . . . _ .. ..... . .. .. .. . .. .. - -,. . ' . . .-...... ,. . . . . . .. ... .. . .. . . . . . . . . . .. . . . . . . . . � . - . . � . . .. .'..- . * . . . . . . . I . . . I . . . . . . . . � . . I � . . . . � . . r . . . . . � - � w .. . . . . r . . . . . I . . .. . .. . . . . i p ..:. . . I . . .. . .. .r � . � . . . � . - .� ..". . .. .. � _. . W . ... , . . . . Q .. ._; ... .. . . :'. . .. .. .. .... . ...' ... -: . ' ^ ( l . . ... . ... . . . .: . ... . .. W . , '. .: ... ... . ' . . < .. ... � ttA . Q ... z . W . .: 0 U .. . . .. .. .. _ W d- . ,.. r-. .. �A m■ tA 0 w r_ w u Vf ►d I E!m©mLmrmKamo1 W Z Z W J a u cn N V 0 Z_ 9 0 � r. � . . I... N 0 N N w . . .. W m 2 ..W u . W 13 N r— . O r- r- F- w .= . cn . ._ . . .. .. .. - .. .. . . .. . . .. - i . . m . - . . . � . . . - - . . . . . . .. I- - .. - . . . . . : . , . . . ... . - . I . . ... . .. . ... . � �ACCEPTABLE FILL MATERIALS: STORM7ECH SC-740 CHAMBER SYSTEMS . . . . '� AA HT MATERIAL CO ITY : MATERIAL LOCATION ':.. .'.. ,, - , DESCRIPTION :-:�. ' .. .. : CLASSIFICATIONS REQUIREMENT FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS . .. :... . ... ' . FROM THE TOP OF THIE'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 THE'D' LAYER . .. . .. . BEGIN COMPACTIONS AFTER 12" (300 mm) OF ,:. _ . . . - .. . . AASHTO M145' MATERIAL OVER THE CHAMBERS IS REACHED. INITIAL FILL: FILL MATERIAL FOR LAYER V GRANULAR. WELL -GRADED SOIUAGGREGATE MIXTURES, <i5% 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.. - - OR LIFTS TO A MIN. 95% PROCTOR DENSITY FOR : ' C . STONE CB'LAYER) TO 18" (450 mm) ABOVE THE : ... . . . 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 5fi, 57, 6, 67 68 7 78 8 89, MATERIALS. ROLLER GROSS VEHICLE WEIGHT . .' ....... . , 9 10 .. . . FORCE NOT TO EXCEED 20,000 IUs (89 kN)- EMBEDMENT STONE: FILL SURROUNDING THE CLEAN, CRUSHED, ANGULAR.STONE, NOMINAL SIZE - :' AASHTO M434 B .` CHAMBERS FROM THE FOUNDATION STONE ('A' . . DISTRIBUTION BETWEEN 314-2 INCH (2050 mm) 3, 357, 4, 467, 5, 56, 57 .. NO COMPACTION REQUIRED. LAYER) TO THE C' LAYER ABOVE. I. 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. _ 3 . . . _ . ...... .. - ....._•, PLEASE NOTE: j..: .. . . . ... .. . . . : " 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 FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. .:. . 3. WHERE INFILTRATION SURFACES MAYBE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAYBE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION : . . ` .. . ., EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.:.:: : . .. .. . .'..' .. : . : . - . ADS GEOSYNTHETICS 601T NONWOVEN GEOTEXTILE ALL :.: ' .w ' . .... -.. i' .I '4 .�&- :..: �.� :.t. .. .. :: .. ,.: . , :- .._ .. . :* - AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PAVEMENT LAYER (DESIGNED . . .: ...,... ..::_:- . ... .. ... /.p .... .: _ ... ..1... .1 .. SITE DESIGN ENGINEE) .. . .. :.. . BY R . . . . PE METER STO E NOTE ��\ fir. ��r �� w �.�� t �� \�� 4`v\ !INK, - �� 4� >�.�ti�,�,?1 v?T�;\y>r� �lz��. ' r!�� %r,• �. t. 4�� X -. 6, 4, ; t t. � �� ;. �;. D _.Z, �' �� \�� 8' . ��.��. �a�� 3�., „ ��yr.� D n I. . . (SEE 6) .. yr\ �N I y C . �.. r d,�(/•I.,f ri'IF�.rrtt;;`rra,�rill,��rr. Ho-aiili f�ri.��/. I;i`7rlr, raty - - - - - - - v r I �rilt;•�ryl, r%i L' _ _ . , , 18" 4,,•.rrfl;_f .l iu;_ir'uy�>>:d 4 , �'e�i n, q{�� iril�z (2.4m) _. - - �- �- e- .. r- - - . i (450 mm) MlN• MAX . . . . .. ... .:...... ... : . . . . _ .. .. .. ...', . 6" (150 mm) MIN . EXCAVATION WALL � . . . (CAN BE SLOPED OR VERTICAL) I . 1 - B O 3� .. 0 ;I P"': I ® ® ® ® (760 mm) . .. . .. ., .... :.': : ..: .. ... . .. . . �lL__ II �I I I � . . . . ... . .. .. .... . .: ..:::.. .: :: .::. I F -ilbi�l I . - - _ _ - - r A ......'I� . ... ICI I II �I-,,--, I =1J - - - ,� _ - I F 11 �1 I I I I �, I III I- I I. I I I I I I I I-! =i l t=1 I - I-. I' I I I -,. 1( l�l�lll�llI1-=I l I � � � �3r�I I I I -I (L I IC-11�I,�,a ' I - _ I I I L �I T- I I I I F� I I I I ' � � I -I I- I I .. DEPTH F B D I I DE O STONE TO E DETERMINED .. .... . LL, � I � � I I , .��,,+ � I BY DESIGN ENGINEER 6" (150 mm) MIN 12" (300 . . .... . mm) MIN SG740 Sf" END CAP SUBGRADE SOILS (150 mm) MIN . S1' (1295 mm) 12' (300 mm) TYP . . ... . ....' . ;" .. . ...... . - .. .:. (SEE NOTE 5) : ..: - . . .. .. . . . . %.. .:.: .. I . .. . .. ..... ." .. , . ., : . `. . NOTES _ . ..: . . - . . . .: .. ..% .. 1.. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418'STANDARD SPECIFICATION FO'R 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 SOIUMATERIAL CAN BE PLACED IN LAYER 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.: -= , . _. ... .. .. .. .. - .... '. :'.. . . - . . . . . . ..... :.' _ . . .:..: . . ... .. . .. (. . . O. . ' . . . . . . . . .. . (NO T TO SCALE) ,- .. . . . ,.. .. ..:. .. ..... .. .. .. .:. •, ... .: ... . .. .. DO NOT INSTALL . . . .. ,. ...I. . .. ... _ .. . INSERTA TEE AT _.. .. i . . .. .... .;.. . . . .'. , ' �I, I . . C JOINTS . CHAMBER .. . . .. . . 1. .1. . - I . .. 90.7" (2304 mm) ACTUAL LENGTH � ., : _ . _ . 85.4" (2169 mm) INSTALLED LENGTH - -I 1 , .. . . . - - - ^"`,. A . . . r . Ga BUILD ROW IN THIS DIRECTION .. CONVEYANCE PIPE , • . .MATERIAL MAY VARY ' I I i . . .. (PVC,. HDPE, ETC.) _ .. I ii II . .. _ L . . ... . . START END �: - 11 ' I _ _ - _ - - Iii INSERTA TEE ,-�i 1 r I .: . III_ — i �I� I I I �� I �� - A �IIII - .. OVERLAP NEXT CHAMBER HERE ECTI I I CONN ON INSERTA TEE TO BE .. (OVER SMALL CORRUGATION) `._ . . ' cX) INSTALLED, CENTERED . - . OVER CORRUGATION ACCEPTS 4" (100 mm) SCH 40 PVC PIPE FOR INSPECTION . .-. .. ..:... .... ( ) . -. PORT. FOR PIPE SIZES LARGER THAN 4" 100 mm UP TO :: . . ... ;..INSERTA-TEE * . 10' (250 mm) USE INSERTA TEE CONNECTION CENTERED :.. .... .. ":: ,_ .. � ` . ': :... .: . INLET) OVER BE SECTION A,A ING STONE FOR SCOUR SIDE VIEW �l . , ON A CHAMBER CREST CORRUGATION . :' � ' ., � .......� . .' :, . - � . .- - - .. ... oD/ITCPTI/1A1 AT CDD C IAII Cr !`lIAIAIC(Tl%\IC PART # STUB. A :.. . B . C ; . . SC740EPE06T / SC740EPE06TPC 6' (150 mm) . ' 10.9" (277 mm)1. 18.5" (470 mm) - SC740EPEO6B / SC740EPE06BPC -I. .. 0.5" (13 mm) . SC740EPE08T /SC740EPE08TPC 8' (200 mm) 12.2" (310 mm) . 16.5" (419 mm) .. . . SC740EPE086 / SC740EPE086PC -- 0.6" (15 mm) .: SC740EPE10T / SC740EPE10TPC 10" (250 mm) 13.4" (340 mm :14.5" (368 mm) SC740EPEIOB / SC740EPEIOBPC .: 0.7" (18 mm) .. SC740EPE12T / SC740EPE12TPC 12"(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 / SC740EPE188PC - 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) SC310 6" (150 mm) 4" (100 mm) SC-740 10" (250 mm) 4" (100 mm) DC-780 10" (250 mm) 4" (100 mm) MC3500 12" (300 mm) 6" (150 mm) MC-4500 I 12" (300 mm) 8" (200 mm) INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS GASKETED & SOLVENT WELD, N-12, HP STORM, G-900 OR DUCTILE IRON . . . .. . ' .. . . 1 .. . .. .. .. .. ... j .._' .. . . . . .. . '._ . .. . . .. . M N . . . . r . . ... . . .. V �"'— . . .. .. .. . . . . V N . .. . .. . . ... . . . . . . . Z r- . .. . .. . . .. .. _ . .. W 9. W . .-r - . .. . i . O .. , .. O , � . . . : . . . - . . W .. _ .. . './ - . PLAN INDEX SHEET DESIGNATION DRAWING SHEET \ LOCATION PLAN C1.1 1 EXISTING CONDITION PLAN C2.1 2 EXISTING CONDITION PLAN C2.2 3 \ GRADING & DRAINAGE PLAN C3.1 4 GRADING & DRAINAGE PLAN C3.2 5 \ UTILITY PLAN C4.1 6 LAYOUT PLAN C5.1 7 LAYOUT PLAN C5.2 8 PHOTOMETRIC PLAN C6.1 9 SITE DETAILS PLAN C7.1 10 SITE DETAILS PLAN C7.2 11 SITE DETAILS PLAN C7.3 12 ZONE: INDUSTRIAL (1) REQUIRED/ALLOWED PROVIDED MINIMUM LOT AREA 40.000 IF 197,137 fl2 -' MINIMUM LOT FRONTAGE 150 ft. 1074t ft. MINIMUM LOT WIDTH 150 ft. 757.91 ft. MAXIMUM LOT COVERAGE' BY ALL BUILDINGS 45% 28.6% MINIMUM FRONTSETBACK 30 ft. 21.4 ft. MINIMUM SIDE SETBACK 30 ft. 20.0 ft. MINIMUM REAR SETBACK 30 ft. 34.7 ft.. MAXIMUM HEIGHT OF BUILDINGS 45 ft. < 45 ft. ZONING TABLE NOTES: 1. MAXIMUM LOT COVERAGE CALCULATION IS COMPUTED FOR ALL LOTS COMBINED. OWNER: 132-134 CANAL STREET: CANAL STREET WAREHOUSE, LLC - 50 DODGE STREET BEVERLY, MA 01915 LEGAL REFERENCE: BOOK 36173 PAGE 673 138-142-CANAL STREET: CANAL REALTY DEVELOPMENT, LLC 50 DODGE STREET BEVERLY, MA 01915 LEGAL REFERENCE: BOOK 36173 PAGE 602 144 CANAL STREET: CANAL FURNITURE, LLC - 50 DODGE STREET BEVERLY, MA 01915 LEGAL REFERENCE: BOOK 36173 PAGE 638 PARCEL INFORMATION: ADDRESS: 132-144 CANAL STREET, SALEM, MA 01970 ASSESSORS MAP 33 PARCEL 5, 6 AND 8 I_ _ PLAN REFERENCES: PL N0. 66 OF 1940 PLAN BOOK 190 PLAN 39 - PLAN BOOK 153 PLAN 32 BOOK 2506 PAGE 143 _ BOOK 1709 PAGE 333 - (ALL PLANS FILED AT ESSEX SOUTH REGISTRY OF DEEDS.) PROJECT NOTES: 1. PORTIONS OF THE PROPERTY LIE WITHIN THE FLOOD HAZARD OVERLAY DISTRICT (FHOD). 2. PORTIONS OF THE PROPERTY LIE WITHIN THE ENTRANCE CORRIDOR OVERLAY DISTRICT �- (ECOD). 3. PORTIONS OF THE PROPERTY LIE WITHIN A FLOOD HAZARD AREA (ZONE AE, ELEVATION 11) AS SHOWN ON FLOOD INSURANCE RATE MAP, NUMBER 25009CO419G, EFFECTIVE DATE: JULY 16, 2014. 4. EXISTING TOPOGRAPHIC INFORMATION IS THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED BY WILLIAMS & SPARAGES, LLC CONDUCTED IN JUNE & JULY 2017. . 5. THERE ARE NO WETLAND RESOURCE AREAS LOCATED ON THE PROPERTY. 6. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAV088). 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 START OF CONSTRUCTION AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF 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 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. 12. THE CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS AND ARCHITECTURAL SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. 13. ALL PROPOSED DRAIN PIPES ARE TO BE HOPE OR APPROVED EQUIVALENT UNLESS OTHERWISE SPECIFIED. 14. THE APPLICANT SHALL COORDINATE WITH THE SALEM PUBLIC WORKS DEPARTMENT TO ENSURE PROPER DOMESTIC AND FIRE FLOWS PRIOR TO BUILDING PERMIT, 15. VERIFY ROOF DRAIN LOCATIONS WITH ARCHITECTURAL PLANS. 10, THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ABUTTING PROPERTIES FROM DAMAGE IN RELATION TO ALL PROPOSED IS SITE WORK. 17. THE FOUNDATION PERIMETER DRAIN SHALL BE INSTALLED IN ACCORDANCE WITH 780 CMR 5405 (THE MASSACHUSETTS STATE BUILDING CODE). a BRDA�WAY wit O 0: z m �Fwe�RY'°0 CMM�/T RT�R�Ck , 'ylk RT ��NF CANAL STREET i n L ! I � I cri cn g �ddO I2-I Q 30 ��a� 1� v, l i2 a "E n L-� JI- �-) _ � Q z� H t em - A ° m a / m _ ii `� nZ 1 _ iJ31 -- O z - �q a>i 33 6 1TT - -%�"...fix\ ` aoov 'io30 P °� . \� Va,va oZz n )p // `'� m & S301d5 ONINatld Fj'iGVli+ / \ m x / S31vdS 5N1Nwd It 12 PARKING SPACES d`Lo mc>_. ix\ 75 740 Wu 52.72 I� EDGE PAVEMENTq. 102 P._ N N �� ,0: NBC) zQ -1FA � z cn zD pP. 0 •: "ti. Vh`� "s`' to / c> �>> z.c�i ! m m I I ❑/ i y 143.05 / —/— / W PARKING SPACE m - u _ V Is / FL®GRP�.� t_� 7 , ELSt'.='�9 om°. 1654 a - - 1c i Y•t�� S." inn I:. 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TOP — COURSE AS SPECIFIED BIT. CONC. BINDER — COURSE AS SPECIFIED 12" GRAVEL BASE COMPACTED SUBGRADE SAWCUT EXISTING PAVEMENT, APPLY TACK COAT EXISTING PAVEMENT EXISTING BASE 12" I MIN. PAVEMENT MATCH (NOT TO SCALE) VERTICAL GRANITE FINISH GRADE, 1" WEARING Cbl=—l 50-FT LONG W 4 m m CURB, TYPE VB MATERIAL VARIESTACK COAT u l I BINDER COURSE 2-1/2" 3 E yy a Q a E„me TOP COURSE — o tz BINDER COURSE ,,,...,,,�� 12" P4 _oo^mOwz VARIES 6.. . _ o000 00$0 70P COURSE ° - 8" GRAVEL SUB —BASE USE CRUSHED STONE ooPLAN °VIEW ,� CAPE C00 BERM BASE COURSE 6 6 GREATER THAN 3—INCHES BUT SMALLER THANMIN. MIN. —6-INCHES CRUSHED STONE —COMPACTED_ SUBGRADE I RAVEL BASE° , o000000 00°0 ° �12,. d°�°vo° POURED CEMENT 6" MIN. - EXISTING CONCRETE SADDLEACCEPTUNDER PAVEMENT SECTION _ GRADE SECTION VIEW SECTIONAM4E OF THE (NOT TO SCALE) - CAPE COD BERM _ _SSDOT STANDARD -NOTES: - .. DETAIL SPECIFICTI ONS 1. BASE COURSE AND SUBBASE (NOT TO SCALE) VERTICAL GRANITE CURB COURSE SHALL EXTEND 3" MIN. CONSTRUCTION ENTRANCE BEYOND EDGE OF PAVEMENT. . ) - (NOT TO SCALE) � �- (NOTTO SCALE - '- - ' CONCRETE ASSPECIFIED- Concrete blocks or —d bags sized as needed (10' O.C.) - 1/4"W x 1"D SAW CUT - CONTROL JOINT (MAX. WORK AREA AREA TO BE PROTECTED FINISHED GRADE UNPAVED PAVED 5'-D" O.C. TYP.) EXPANSION JOINT - EXISTING GROUND FINISH GRADE WWF 6x6-W4xW4 (2' MIN. TO - PAVING AND SUB -BASE MATERIAL: :•. .-�c.a-�< 'mot .� '.:.' FINISH SURFACE) ` _ I •- 8" GRAVEL BORROW (TYPE B) COMMON FILL MATERIAL - paw COMPACTED SUBGRADE SECTION NTs U m T c o mi 6" DIA. SCH40 STEEL PIPE, FILLED WITH = m 0 D. CONCRETE. PROVIDE }" WELDED CLOSURE O u Q U o a - PLATE AT BOTTOM. PIPE SHALL BE RUST FREE AND PRIME COATED. BOLLARDS TO BE COVERED WITH POLYETHYLENE SLIP COVER. 7 ° COLOR TO BE COORDINATED WITH OWNER. 0 IE E J N 3 LONGITUDINAL SECTION - COMMON FILL MATERIAL WARNING TAPE � PROVIDE POSITIVE SLOPE NOTES: - - 1. SURFACE SHALL BE BROOM FINISH UNLESS OTHERWISE NOTED. FINISH SURFACE SHALL BE SLOPED FOR AWAY FROM BOLLARD, SMOOTH CONCRETE FINISH 22 z rna IQ POSITIVE DRAINAGE AND SHALL SLOPE AWAY FROM STRUCTURES. - c c c >c 2. .EXPANSION JOINTS SHALL NOT EXCEED 30' O.C. AND SHALL BE PLACED AT ALL BUILDING ABUTMENTS. SCREENED -GRAVEL PLACED AGAINST FINISH PAVEMENT GRADE - v m J.z' ifro ro' n concrete blocks or Sena begs saes as neeeea (10 O.e.) - UNDISTURBED SIDES AND BOTTOM OF e1 � 12" MINIMUM SEE - 01 3 a m iL '3 3. CONTROL. JOINTS SHALL NOT EXCEED 5'-0" O.C. UNLESS OTHERWISE NOTED. - - > o a AREA TO BE PROTECTED CI O C a O FACE OF MASONARY 30' MAX SPACING: BETWEEN STRUCTURE - 8" MIN CLEARANCE EXPANSION JOINTS - - 1 2" PREMOLDED JOINT _ IN SCREENED GRAVEL - - - - / SiItS°xxTM (8", 12", 18" TYPICAL) - - 5'-0" TYP. WIDTH VARIES FILLER W/ JOINT SEALER SEE PLAN) WATER FLOW - c USE SONOTUBE ORM FOUNDATION 4" THICK CONCRETE WALK H � WINE 6x6—W4xW4 (2' MIN. _- CROSS SLOPE 2% MAX.TO FINISH SURFACE) �• SEWER OR DRAIN 18" C 4— TRENCH. SEE NOTE 1 �� i 3/8" DIA. WELDED HOOPS. .. 4 7YP-WORKAREA -- - - IA. TOP, BOTTOM, AND CENTER CONTROL JOINT (SAW CUT 1—IN DEPTH) 8" GRAVEL BORROW (TYPE B) UNDISTURBED EARTH — COMPACTED SUBGRADE - NOTE 1 BELOW _ 8" MIN SCREENED GRAVEL BEDDING 1/2' EXPANSION JOINT REQUIRED WHEN NOTES - BELOW OUTSIDE DIAMETER OF PIPE. - ��i�� \ COMPACTED - WALK ABUTS RIGID STRUCTURES - - PLAN ns - ' ��< ��. ��. �� UNDISTURBED SOIL WALK AT MASONRY STRUCTURE - PLAN 1. FOR PIPES OTHER THAN PVC, SELECTED COMMON FILL MAY BE USED FROM - rvores: - - MID —DIAMETER OF PIPE T012" ABOVE TOP OF PIPE - .. 1. ALL MATERIALTO MEETSPECIFICATIONS. - 5' 0" 2. FILTERMEDIATOMEETAPPLICATIONREQUIREMENTS. - POLYETHYLENE COVERED 3. FILTER MEDIA TO BE DISPERSED ON SUE, AS DETERMINED BY ` CROSS SLOPE 21 MAX. FINISH GRADE _ _ ENGINEER. _ _ - - - BOLLARD. (NOT TO SCALE) ' 8" GRAVEL BORROW (TYPE B) - - - - COMPACTED SUBGRADE - - - SILTSOXX SEDIMENT CONTROL TRENCH DETAIL FOR TYPICAL CROSS SECTION CONCRETE WALKWAY GRAVITY PIPE (NOT TO SCALE) ON PAVEMENT (NOT TO SCALE) - (NOT TO SCALE) FINISHED GRADE T x z' v �� 2%� X SLOPE •�' BIT./GONG ". • SLOPE- �_ `o. SLOPE . BIT./CONC _ o L1F -- SIDEWALK <. ., (MAX:) x v ..I - ., CONC., t.. T, (MAX.). - E SIDEWALK a .rn.`_}�.''`. z _ LANDING ° 10'-0" MIN. ---�i CURB —]WATER Imo— 6'—D. 3—O" e'—D' MAIN OR SERVICE DETECTABLE SURFACE TO MIN. SEWER MAIN, SEWER CONFORM WITH ADA PLAN SERVICE OR SEWER FORCE STANDARDS 4.7.7 AND 4.29.2 MAIN - CURB.: .. .; --. :,-. a .t � � Gam*` �.,. ' � �'W l.�,x4��Y • WATER/SEWER CROSSING 3 -O (NOT TO SCALE) MIN. NOTES: - ELEVATION - - 1. WHEREVER FEASIBLE, SEWERS WILL BE LAID AT A MINIMUM OF 10: FEET, HORIZONTALLY, FROM ANY EXISTING OR PROPOSED WATER 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 RAMP TYPE A WHENEVER SEWERS MUST CROSS UNDER WATER MAINS, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE CROWN OF THE SEWER IS AT LEAST 18 INCHES BELOW THE WATER MAIN. WHEN IT NOT TO SCALE IS IMPOSSIBLE TO OBTAIN HORIZONTAL OR VERTICAL SEPARATION AS STIPULATED ABOVE. BOTH THE WATER MAIN AND SEWER SHOULD BE ENCASED IN CONCRETE FOR 10 FEET.EITHER SIDE OF THE NOTE: WHEELCHAIR RAMP SHALL COMPLY WITH ALL STATE AND FEDERAL RULES AND CROSSING. 2. IN LOCATIONS WHERE THE SEWER MAIN DOES NOT HAVE 4B" OF COVER THE MAIN SHALL BE INSULATED. REGULATIONS ANGLE OF FITTING - FITTING BELLS TO BE KEPT FREE OF CONCRETE1. 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SITE DETAILS PLAN 1 32-144 CANAL STREET, SALEM, MA SEAL Designed By:MEM Drawn By: MEM Reviewed By: RLW Project Manager: RLW Job file Number: SALE-0035 Drawing File Folder: SALE35 Drawing Issued for Review Only ® Drawing Issued for Permit DrawingIssued for Construction Owner. See Drawing C1.1 Applicant: Canal Street Realty, LLC 50 Dodge Street Beverly, MA 01915 WILLIAMS � SPARAGES m.a.... , —.. , ,-..� , 189 NORTH MAIN STRE£T u sunr51o1 AaoOUTON, %101"1 S PHONE(978) 539-8098 FAX(978)539-8200 WFB: WSENaNEEAs.COM DRAWING: C7.3 SCALE: NONE DECEMBER 12, 2017 c n SHEET 12 OF 12 n z Miscellaneous 1 31 2018 � 1 Miscellaneous 1z/zs/zon North METAL FASCIA FLUSH PANEL ALUMINUM CLAD"-- - - WOOD WINDOWS —_ .. - .. _ .. ... ..... ....a...........o o_.I ._ Ilk ,III Y_t 'J1V.1YJ1 Building - Canal Street Elevation CLAPBOARD CLAPBOARD METAL FASCIA .. 4' T.W. � 8' T.W. FLUSH PANEL .................. ........................................... ...- .. —. , -.- t�',...... ................. . . . .... .w..-. -.1 . ..... .........: _. :: _ — ............... . ........ _ __ ... _.. .. .... _ _ ... ... ... ... .. o o - o o.. o .::: o. .o 0 0...., o.-- .. ':a :: o:a J _ ':. ... d .. ... .................. ............ 4 METAL FASCIA FLUSH PANEL ............................. :..... .................................... .. .. ... ... ... .... .. .__..... m ::: ... _ .. ..a .......... . ... ... __ o o-... nn ............ n1-1.11- _.... .. .J;•i4I:y::� I 1 I�II!«Iv.. Nortn tswaing - Rear Elevation S................_.......................... er ................. eg rchitect5, in 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 - Telephone: 978-744.0208 -w .segerarohitects.com PROJECT ARCHITECT SEAL CANALSTREET '132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION No. DescrlPeon Date PROJECT REVISIONS Job No. 2017-049 Date' January 1B. 2018 Scale. As Notetl Desgnetl By OR Drarvn By: DRSL Checketl By: JAB App—d By: JAS Copyright ®Ey Sager Architects. Inc. All rights reservetl. I-Its-ZU-1 /t5- rLHlvllVh tiVARD .. North Building - North Elevation i------------J i North Building South Elevation J OiMhitects, in, 10 Derby Square, Sulte 3N, Salem, Massachusetts 01970 Telephone: 978-744.0208 www.segerarchitects.00m .................:.._...................._..........._....._. PROJECT ARCHITECT SEAL PROJECT CONSULTANTS CANALSTREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION No. Description Date PROJECT REVISIONS Job No,: 201T-049 Date: January 18,2019 $.W As Noted Designed By: DR D.-By: DRSL Checked By: JAS Approved By: JAS Cepyr191t ®by Seger Afchllecb. Inc. A.7 U rights reserved. 1-18-20178- PLANING BOARD r.\w!-a0zs 5[.�a N:.a ri sz-iu�\da.�,g,\srvmwuz �uJi3 ay,mmm. - I Gob -Ij yh3' 3' z`yk D z Vzo / m D 3 / D Om U II_ Z M X. CONC. rJm.= �: 1 � �•�-z �e \� l lj l i m� r 1 m x�Q rq tiJ y D a� e � r ' FU cn-- m _ f F�� O z _ Z \_ _ _ / 1 DJ. 9 Ui m —I A F- v A r f � 3 t I' ... SEAL Designed By: MEM Owner: CROSS SECTION - - - Drawn By: MEM See Drawing Cl.l 132-144 CANAL STREET, SALEM, MA Reviewed By: RLw Project Manager: RLW WILLIAMS job File Number: SALE-0035 Applicant:%R— 0' 2' 4' 8' 6 -Drawing File Folder: SALE35 Canal Street Realty, LLC SPARAGES DRAWING. SL.2 5 _ So Dodge Street SCALER=4' HOR. 4 I 0 Drawing Issued for Review Only Beverly, MA 01915 T 18511R S 10 NAV4— 3 ® Drawing Issued for Permit MIDDLETDN.NA01949 SHEET 2 OF 2 : S PHONE 00 ry7&539-80 JANUARY 30, 2018 \ Drawing Issued for Construction �, WSENCAN3 EOMCO + t J-aarchitects, in 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 w .segerarchitects.com PROJECT ARCHITECT LIU! CANALSTREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION I.-IIII■ Job N., 2017-049 Date: January 18, 2019 Scale: As Natetl Designed By: OR 0.—By: DR.SL Checked By: JAS Apprayetl By: JAS A8 Iryright erved9er Archltegs, Inc. Proposed Renderings I SHEETNAME I SHEET NO. 1-18-1u178- PLANING BOARD «$ mm LANDSCAPE PLAN SEAL Designed By: MEM Owner. Drawn By: MEM See Drawing Ct.t 132-144 CANAL STREET, SALEM, MA Reviewed By: RLW Project Manager: RLW WILLIAMS - - - - job File Number: SALE-0035 Applicant: li30 0' ' ' 60' a raw e oe DFilFldr. 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'-c�. - C t� �1, k f, : �•: CCl,� ,_ URB CUT + ;, ...,1 w-,.. , CR SSWK ,�,� _=lr� a CUT FUTURElLEFT .� >;f •=�'r � u >� �' >•„�, � � _ � 1 �,"_- ' - � ,�--; � !�;" ,REMOVE"REVS •E"-� �'- � � .• ,. " r ;,.._� ,. ,-� t ram-, ` TURN* LANE .,:, r ; :: , , .• �_�• lr� -� U • � O .f, .a ��: _. ,. -..' : _I -� .. TAN BUILDIN � .��:�� =, ,Iu,),.2;.:._ ,..r s'.-•i- ui ( / t/ -FUTUR t� * t s": m '!l- s..,i• - F < _c 4 _ ..•,:;R1 KEILANE �'� r " � �: rg o 'N ,.. ^ � `;; t � � i ;, • i .,�'y +l,-+. 4, a : i �„_ t ;i �. a .r- �� fi*'",, !. br ,i:•-.1...<; .. �3 lii"- <Y y ,,, gti w: �'wc. r,t.. 7.a" ,.r'_�: =' t„`„�.� •' �.. ..:— i ,►�F,i�. �• a, �w 1, �s��'�,.� -. , fw:: � V L'r. - � a' c -' t -r _,.. • •. ..M.w".^"•,n..wr.e.eet+", .. .�..,, r: i r a ,. ,.. a 4�►, o l . _- .� ... ,a ter+. - .w • u- t t ,.d ._ �q► c '�" � r ''.`pia.,) � i, � N- �.-, �-. "r.;,� ,. ;: _I, e _:-�•;,� , J . t:.� � ..�• � 1 r r. 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'Pt�l _ �;, �.,. �Y -. - . � 1' ;�::�r.----' �X' E < C _ ' �I•,P' ? -*"�'„��!'s° ,�i� .t..1 1 _1:'''s. _ . -r>� --� . �. ... �� r-•.,., , .� +' , �' r1 y �: i§'�•;,yx' ,.i: i i! ,n �1• �' �.. 1 d. �, '�.� .1 '�,�: a. 0 40 80 Scale in Feet Figure 16 - . - FUture Canal Street: MTransportation Alternative 3 at Canal St. and Bike Path OUTBOUND PLATFORM Si SLOPED WALKWAY BIKE PATH �. r vrl� f r ' PROPOSED GRADE CROSSING X u: ♦� t � w.. � i MBA , � J � � f ,gq.M�ti,r _ }. - LIMIT OF PROPOSO PLATFORM (MAINTAIN 8'-6" TO RR SIDING) ru-Riles' I t1kr. 141r.W t IF4ft 1 RELOCATE LIGHT POLE\ 3 METERS N W U Q - a rn - WE 2_/I _ 'ACES RETAINING WALL- . Ivcc ----- --Jl720.0 - r \tF', \vl, TYPICAL 9'x18' SPACE 7 SPACES CANAL STREET L.F. eF VGC LF. 0= VUC PEDESTMAN l9kfbc.F RETAINING WALL �tiAiTIUNB'-�" "fp LA'I�ORA� f �` LONG tilofi., 48OUND PLAT1 i VIPER S Cat.# fti *PTICS Job STRIKE SMALL VIPER LUMINAIRE Type SPECIFICATIONS Intended Use: Controls/Options: The Beacon Viper luminaire is available with a wide • Available with an optional passive infrared choice of different LED Wattage configurations (PIR) motion sensor capable of detecting and optical distributions designed to replace HID motion 360' around the luminaire. When lighting up to 40OW MH or HIPS. no motion is detected for the specified time, the Motion Response system reduces the Construction: wattage to factory preset level, reducing the light level accordingly. When motion is • Manufactured with die cast aluminum. detected by the FIR sensor, the luminaire • Coated with a polyester finish that meets returns to full wattage and full light output. ASTM B117 corrosion test requirements Please contact Beacon Products if project and ASTM D522 cracking and loss of requirements vary from standard configuration. adhesion test requirements. . Available with Energeni for optional set • External hardware is corrosion resistant. dimming, timed dimming with simple delay, or • One piece optical cartridge system consisting timed dimming based on time of night (see of an LED engine, LED lamps, optics, gasket www.beaconproducts.com/products/energeni and stainless steel bezel. • Cartridge is held together with internal brass • In addition, can e specified standoffs soldered to the board so that it can nCTM l nc wireless control system with reduction for reduction in energy and maintenance costs be field replaced as a one piece optical system. while optimizing light quality For more • Two-piece silicone and micro -cellular Lion visit: details, see ordering, information foam gasket ensures a polyurethane 9 c www.hubbelll'ghting.com/sitesync weather-proof seal around each individual LED. Electrical: Installation: • 100V through 2M,, 50 Hz to 60 Hz (UNV), or ' Mounting options for horizontal arm, vertical 347V or 480V input. �" tenon or traditional arm mounting available. • Power factor is z.90 at full load. Mounting hardware included. • All electrical components are rated at 50,000 Finish: hours at full load and 25°C ambient conditions • IFS polyester powder -coat electrostatically per MIL- 217F Notice 2. applied and thermocured. • Dimming drivers are standard, but=must • IFS finish consists of a five stage pretreatment contact factory to request wiring leads for regimen with a polymer primer sealer and purpose of external dimming controls. top coatbd with a thermoset super • Component -to -component wiring within the TGIC polyester powder coat.fihish. luminaire may carry no more than 80% of . The finish meets the AAMA 2604 rated load and is certified by UL for use at performance specification which includes 600VAC at 90'C or higher. passing a 3000 hour salt spray test for • Plug disconnects are certified by UL for. use corrosion resistance and resists cracking or at 600 VAC, 13A or higher. 13A rating loss of adhesion per ASTM D522 and resists applies to primary (AC) side only. . surface impacts of up to 160 inch -pounds. • Fixture electrical compartment shall contain all Certifications/Ratings: LED driver components and shall be provided . with a push-button terminal block for AC • DesignLights Consortium (DLC) qualified, power connections. consult DLC website for more details: • Surge protection - 20KA. http://www.designlights.org/QPL • Optional 7-pin ANSI C136.41-2013 twist -lock • Certified to UL 1598 and GSA C22.2 photo control receptacle available. Compatible No.250.0 with ANSI C136.41 external wireless control . IDA approved devices. • Lifeshieldlm Circuit -protects luminaire from Warranty: excessive temperature. The device Five year limited warranty for more information visit: shall activate at a specific, factory -preset www.hubbelllighting-com/resources/warranty temperature, and progressively reduce power over a finite temperature range. Operation shall be smooth and undetectable to the eye. Thermal circuit is designed to "fail on", allowing the luminaire to revert to full power in the event of an interruption of its power supply, or faulty wiring connection to the drivers. The device shall be able to co -exist with other 0-10V control devices (occupancy sensors, external dimmers, etc.). CERTIFICATIONS/LISTINGS CCLIS •3000K and warmer CCTs only E= Approvals PRODUCT IMAGE(S) DIMENSIONS A i B T 4,/8" U Front A B .. C .' Weight: EPA _ 22.75" 16.75" 11.25" 15.0 Ibs .67 ftz (578 Trim) (425 mm) ,(286 min) (6.8 kg) MOUNTING OPTIONS 0 Side View Rectangular Arm (A) Back View Accepts , 2 3/8" OD .........'......p - tenon, min 4" long. Side View 2-34' OD Slip Fitter (MAF) Back View 18.75" —I T rn w 2-3/8" Adjustable Knuckle (K) limit to 45' tilt 23.75", T Wall Bracket (WB)------- 4x 0.50" TI— 5.50"' 5.00" 0 O 2.38" Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 ® HUBBELL HUBBELL Due to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting O de 9n . Perform 1 .,."n"-M_gy 0 2017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA SPEC 05/17 ORDERING INFORMATION ORDERING EXAMPLE:VPS/24L-55/4K7/4W/UNV/A/DBT/7PR-TUGENI-04/BC VPS VPS Viper 24L-55 55W, LED J;30OOK, 70 CRI Leave blank for no UNV 120 2T"771T Dark Bronze Textured F Fusing array rotationMT Black Matte Textured BSP Bird Spikes 4K7 4000K, 70 CRI p 36L-65 array LED LS Optic rotation left 208 208V PS Platinum Silver Smooth array 5K7 5000K, 70 CRI s BC Backlight control (limited R Optic rotation right 36L-80 80WLED 240 240V WHT White Textured to Type 4W only) , array 277 277V CC Custom Color (RAL#) 48L-110 11OW, LED DISTRIBUTION 347 347V array FR Type 1/Front Row 480 480V 60L-136 136W, LED 2 Type 2 array 3 Type 3 4 Type 4 4W Type 4 Wide 50M Type 50M 5R Type 511 (rectangular) 5W Type 5W (round wide) HSSNP-S/90-FB/XXX 90° shield front or back HSSNP-S/90-LR/XXX 901 shield left or right HSSNP-S/270-FB/XXX 270°shield front or back HSSNP-S/270-LR/)= 270 shield left or right HSSNP-S/360/XXX Full shield (Replace XXX with notation for desired finish color) (Refer to page 5 for shield Images) i PRECOMMISSIONED SITESYNC ORDERING INFORMATION: When ordering a fixture with the SiteSync lighting control option, additional information will be required to complete the order. The SiteSync Commissioning Form or alternate schedule information must be completed. This form includes Project location, Group information, and Operating schedules. For more detailed information please visit www.Hubbel]Lighting.com/sitesync or contact Hubbell Lighting tech support at (800) 345-4928. SiteSync fixtures with Motion control (SWPM) require the mounting height of the fixture for selection of the lens. Examples: VPS/24L-55/4K7/3/UNV/A/DBT/SWP/ SiteSync only VPS/24L-55/4K7/3/UNV/A/DBT/SWPM-20F/ SiteSync with Motion Control A Rectangular Arm (formerly RA) MAF Mast Arm Fitter (formerly SF2) K Knuckle (formerly PK2) limit to 45° tilt WB Wall Bracket ' Not available with other wireless control or sensor options ' Specify mounting height; 8=8' or less, 40=9'to 40' Specify routine setting code (example GENI-04). See ENERGENI brochure and Instructions for set8ng table and options. Not available with sensor or SiteSync options. 4 Specify group and zone at time of order. See www.hubbeillighbng.com/sftesyne for further details. Order at least one SiteSync Interface Accessory SWUSB or SWrAB. Each option contains SReSync License, GUI, and Bridge Node - - s Only available with 1A, 2, 3, 4, 4W and 5R distributions Order at least one SCP-REMOTE per project location to program and control 7PR 7-Pin Receptacle only (shorting cap, photo control, or wireless control provided by others) 7PR-SC 7-Pin Receptacle w/Shorting Cap 7PR-TL 7-Pin Receptacle w/Twist Lock photo control Programmable Occupancy Sensor w/,daylight . . control (120-277 volts only) WSP/_F1,2 WASP Occupancy Sensor w/ daylight control (347 or 480 volts only) GENI-XXa ENERGENI SWPIA SiteSync Pre -Commission SWPM1,2,4 SiteSync Pre -Comm w/ Sensor Accessories and Services (Ordered Separately) 'When ordering with SiteSync, one of the interface options must be chosen and ordered separately. Each option contains the SiteSync License, GUI and Bridge Node. +If needed, an additional Bridge Node can be ordered. 5Lte5y!5) LEFT ROTATED OPTIC RIGHT ROTATED OPTIC SiteSync Lighting Control is available from our most popular brands in a broad range of award -winning product families. Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-346-4928 ® HUBBELL (\HU90ELL Due to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting O desl9n .. per a © 2017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconpmducts.com • Printed in USA SPEC 05/17 PERFORMANCE 24 DATA 700 mA 55W FR (5000K nominal,I CRI) 6357 118 1 0 1 (4000K nominal,I CRI) , 6486 120 1 0 1 (3000K nominal,1 5804 107 1 0 1 2 6132 114 1 0 1 6257 116 1 0 2 5599 104 1 0 1 3 6015 111 1 0 2 6137 114 1 0 2 5492 102 1 0 2 4 5921 110 1 0 2 6034 112 1 0 2 5400 100 1 0 2 4W 5406 100 1 0 2 6041 112 1 0 2 5406 100 1 0 2 50M 6022 112 2 0 1 6145 114 2 0 1 5499 102 2 0 1 5R 6063 112 3 0 3 6187 115 3 0 3 5536 103 3 0 3 5W 5908 109 3 0 1 6028 112 3 0 1 5908 102 3 0 1 36 560 mA 65W FR 7864 121 1 0 1 8041 124 1 0 1 7189 111 1 0 1 2 7586 117 1 0 2 7757 119 1 0 2 6934 107 1 1 0 2 3 7441 114 1 1 0 2 7609 117 1 0 2 6802 1 105 1 0 2 4 7317 110 1 0 2 7482 112 1 0 2 6688 100 1 0 2 4W 7325 113 1 0 2 7490 115 1 0 2 6696 103 1 0 2 50M 7450 115 3 0 1 7618 117 3 0 1 6810 105 3 0 1 511 7501 115 3 0 3 7670 118 3 0 3 6857 105 3 0 3 5W 7309 112 3 0 2 7473 115 3 0 2 6681 103 3 0 1 36 700 mA 80W FR 9535 118 1 1 0 1 9730 120 1 1 0 1 8706 1 107 1 1 0 1 1 2. 9197 114 1 0 2 9385 116 1 0. 2 8398 104 1 0 2 3 9022 111 1 0 2 9206 114 1 0 2 8238 102 1 0 2 4 8871 110 1 0 2 9052 112 1 0 2 8100 100 1 0 2 4W 8881 110 1 0 3 9062 112 1 0 3 8109 100 1 0 2 50M 9033 112 3 0 1 9217 114 3 0 1 8248 102 3 0 1 513 9095 112 1 3 0 3 1 9280 115 3 0 3 8304 103 3 1 0 1 3 5W 8861 109 3 0 1 2 9043 112 3 0 2 8092 100 3 0 2 48 700 mA 110W FR 12713 118 1 0 .1 12973 120 2 0 1 11608 107 1 0 1 2 12263 114 2 0 2 12513 116 2 0 2 11197 104 2 0 2. 3 12029 111 2 0 2 11275 114 2 0 2 10984 102 1 0 2 4 11828 110 1 0 3 12069 1 112 1 1 0 3 10800 100 1 0 2 4W 11841 110 1 5 0 5 12083 112 2 1 0 1 3 11841 110 1 1 0 1 3 50M 12044 112 3 0 1 2 12290 114 3 0 2 10997 102 3 0 1 511 12126 112 3 0 3 12374 115 3 0 3 11072 103 3 0 3 5W 11825 109 4 0 2 12057 112 4 0 2 10789 100 4 0 2 60 700 mA . 136W FR 15891 117 2 0 2 1 16216 120 2 0 2 14511 107 2 0 1 2 15329 113 2 0 2 1 15642 116 2 0 2 13997 103 2 0 2 3 15037 111 1 2 0 3 15344 113 2 0 3 13730 101 2 1 0 1 3 4 14784 109 1 1 0 3 15086 111 1 0 3 13500 100 1 0 3 4W 14802 109 2 0 3 15104 112 2 0 3 13515. 1 100 2 0 3 50M 15055 111 3 0 2 15362 114 3 0 2 13747 102 3 0 2 513 15158 112 4 0 4 15469 114 4 0 4 13841 102 4 0 4 5W 14781 109 4 1 0 1 2 1 15083 111 4 0 12 13495 100 4 0 2 N Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 ® HUBBELL C UEBELL Due to our continued efforts to improve our products, product specifications are subject to change without notice. � Lighting ® aeaeo. oe,oio5v © 2017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA SPEC O5/17 O i t Y_ E Type 5W Type 50M Type 513 I i 'Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end -user environment and application.: ELECTRICAL DATA PROJECTED LUMEN MAINTENANCE 24 2 700 mA 120 0.5 55 0.2 0.2 0.1 277 347 480 36 1 560 rnA 120 65 0.65 277 0.28 347 0.22 480 0.16 700.mA 120 80 0.7 277 3 347 0. 480 0.2 48 . 1 700 mA 120 110 0.9 347 0.3 480 0.2 60 _ 1 700 mA 120 136 1.1 7 347 0.4 480 . 0.3 AMBIENT 1TM-21-11 Calculated L70 TEMP. 0 25,000 50,000 60,000 100,000 (HOURS) on 'projected per IESNA TM-21-11 Data references the extrapolated performance projections for the base model in a 25°C ambient, based on 10,000 hours of LED testing per IESNA LM-80-08. DRILL PATTERN EPA Compatible with Pole drill pattern E14 r r '� r r 4" Suggested 113I �T, distance from top 1 .67 3 @ 120° 1.68 of pole 2.50" 05/8 i.E 2X 05/16 E I 2 @ 90° 1.06 3 @ 90° 1.73 Rectangular l Arm 042 180° 1 r34 4 (d 90° 2.12 " Pole . 05" Pole . 06" Pole Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 ® HUBBELL HUBBELL Due to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting 0 ae,Ea c .1.9j C 2017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA SPEC 05/17 'v HOUSE SIDE SHIELD FIELD INSTALL ACCESSORIES jr 1 —} V HSSNP-S/90-FB/XXX HSSNP-S/90-LR/XXX HSSNP-S/270-FB/XXX 900 shield front or back 900.shield left or right 2700 shield front or back (2 shields shown) (1 shield shown in left orientation) (1 shield shown in back orientation) 1 t i t � • i 4 • HSSNP-S/270-LR/XXX HSSNP-S/360/XXX 270' shield left or right Full shield (1 shield shown) . (1 shield shown in right orientation) Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 ® HUBBELL N HUBBELL ��/�/�J Due to our continued efforts to improve our products, product specifications are subject to change without notice. ��vvvi Lighting 0 a Ip . ae o:19v 02017 BEACON PRODUCTS. All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA SPEC 05/17 - • �v .�.� I j z o O zz D bozo -� Lit 'M �mR. m �� °iz " 0 Z J I y w pO ��0 - y y m 0 N u" 1. z m� r = mg 1z Nmz C I 10 z z 5z i to v,ZOm • - I� J >- 59 ` Z $rz D 0 1- rri o € Q V OJ Z ♦ WP NWW RF4Plip o rr1 gg. £ N g ss @ S s Z 6ggg0 2 4'== Z rg� m y;egg C1�e goa4al Z2 R oc X S 6 Y c O € �. to Em � z �4 3 m. C 2+ $ S to r z du N��B Z K€nH m Z H P• ft '1 0^� I 3� >g pgg6fo 6 R 2=6= v m EGflaJjJ SE F 1 z9 3 .3U I C' L C , mmo 6� N � z l,1 — N SEAL Designed By: MEM Owner: LANDSCAPE PLAN Drawn By: MEM see .. _. Drawing C1.1 132-144 CANAL STREET, SALEM, MA Reviewed By: RLw - Project Manager: RLW - WILLIAMS Job File Number: SALE-0035 Applicant 0' 1.S' 30' 60' 6 Drawing File Folder: SALE35 Canal Street Realty, LIC SPARAGES DRAWING: C5..1 a 50 Dodge Street SCALER"=20' < 0 Drawing Issued for Review Only Beverly, MA01915 ra9NORtHMaNsrntEr SUITES 101' 3 ® Drawing Issued for Permit MIDDLETON, MAGI 949 SHEET 7 OF 12', 1� \ +. �' S PHONE Cl78)539-6088 P May 8; 2018;r: �. + 0 Drawing Issued for Construction " rWEB.e9w5ENLM��M ;�taxv MMILVAdre m M. I MA 170 2'-0' 138'-0' 2 BR MICRO 1 BR 2 BR + 2 BR LR BR BR LR BR LR BR LR BR LR BR f w� 1 BR DR 2 BR 6 ( M STUDY 2 BR + Wm BR ( l JE.M.R MICRO BR l J jM= \\ J M BR fl BR❑" FBR ` 1 ` l BR STUDY • JM \ BRBR DRDR `2BR+ 2 BR BR LR LR BR LRBRBR 2 BR LR LR 2 BR 1 BR - 1 BR 2 BR + 2 BR IJ8'-0' �N South Residential Building - First Floor Plan SCALE: 1/8" = 1'-0" �N South Residential Building - Ground Floor Plan SCALE: 1/8- = 1'-0" 2'-0- is J Mithitects, in 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 'w .segerarchitects.com ............................................................... PROJECT ARCHITECT SEAL CANALSTREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION No. Description Date PROJECT REVISIONS Job No.: 20174)49 Date: ApnI 19, 2018 Scale: As Noted Oeslgned By: OR Drown By: DR,SL Checked By: JAS Approved By: JAB Copyright ®by Seger ArchlteRs, Inc. All nghts reserved. Ground & First Floor Plan SHEET NAME A-1 BHEET NO. 5-/-1Uld- F'LANNIN(; B( 2._D. 138' 0• 2 BR MICRO 1 BR 2 BR + 2 BR LR BR BR LR BR LR BR LR BR BR LR ro �\ rk 1BR DR 02 BRM STUDY 2 B R+MICRO BR � ` 1 J M0 \ 1 J M ro I i BR DD ® ® ` \ J STUDY —:71(1 M ` BR M(1 1 BR ®� (1 M \ DR \ wro DR M \ J "" 2 BR+ 2 BR BR LR BR LR BR LR BR LR BR 2 BR 1 BR 1 BR 2 BR + �N South Residential Building - Third Floor Plan SCALE: 1/8" = l'-0" 2'-0 178'-0• 2 BR MICRO 1 BR 2 BR + 2 BR LR BR LR LR LR BR LR ?BR ( 1= BR BR ( 1 n 2 BR BR LR 2 BR -0• M BR BR BR BR \iat r -1 � 2 BR � \ 6 Ij M H 1 BR DR (' BR H _ -STUDY 2 BR + H M MICRO Ei BR ` \ \ \ BR — _1 M M oID _ o N BR �[] ` \ ` J J BR ® ® J STUDY J (1 M` BR M(1 1 BR \ DR \ ero DR M ® \ \ \ / wro 2 BR + 2 BR BR LR BR LR BR 2 BR LR BR LR BR BR LR 2 BR 1 BR 1 BR 2 BR + 2 BR �N South Residential Building - Second Floor Plan 2'-0• SCALE: 1/8• = V-0" l J'ba`rch itects, in( 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 i .segerarchftects.com PROJECT ARCHITECT SEAL CANALSTREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION Jab No.: 2017-049 Date: Apri119, 2018 Scale: As Noted Designed By: DR Drown By: DR,SL Checked By: JAS App—d By: JAS Copyrlght ® by Seger Architects, Inc. All rights re. d. - Second & Third Floor Plan SHEETNAME A-2 SHEETNO. 5-/-LU"It5- F'LANNINU bUAKU DOOR, TYP. South Residential Building - Rear/Lobby Elevation SCALE: 1/8" = V-0" South Residential Building - Front/ Canal St Elevation SCALE: 1/8" = l'-0" isenrch itects, in, 10 Derby, Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 'vv w.segerarchitects.cum _..................................................................... PROJECT ARCHITECT SEAL CANALSTREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION No. Descrlptlon Oate PROJECT REVISIONS Job No.: 2017-049 Date: Apn119, 2018 Style: As Noted Designed By: DR Drawn By: DR,SL Cheoked By: JAS Approved By: JAS Copyright 0 by Seger Architects, All 60-e—d. Inc. Second & Third Floor Plan SHEET NAME A-2 SHEET NO. 5-7-2018- PLANNING BOARD „ OD WINDOWS „ �i��l I•I�il :. • �� -.r��JULIET BALCONY _ .® _.__. _._. —:..,.--,�� .::; •;•■ - COMP. WOOD ^�!� I �I�I — ,�. MEN VION .. _�_ 0 - ROME I,am= ALUMINUM LOUVERS Yl i r South Residential Building - North Elevation SCALE: 1/8" = 1'-0" South Residential Building - South Elevation SCALE: 1/8' = 1'-0• J barchitects,inc 10 Derby Square, Suite 3N,. Salem, Massachusetts 01970 Telephone: 978-744-0208 w .segerarchitects.com PROJECT ARCHITECT SEAL CANAL STREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION I.SI- IIII'—_ ■—IIIIIIII. Jab No.: 2017-049 Date: April 19, 2018 Scale: As Noted Deegned By: OR Drawn By: DR,SL Checked By: JAB Approved By: JAS Capydghl®by Seger All dghts reserved. Archltecis, Inc. Second & Third Floor Plan SHEET NAME A-4 SHEET NO. 5-7-2018- PLANNING BOARD F--� South Retail Building - Floor Plan E.I.F.S COMPOSITE CLA PTO. South Retail Building - Canal Street Elevation South Retail Building - Ocean Avenue Elevation South Retail Building - South Retail Building - North Elevation CANOPY STOREFRONT V lNega rrh itects, in h 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 w sagerarchitects.conn _ ....-....... .......................... .. _ ........................ PROJECT ARCHITECT SEAL CANAL STREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION PROJECT REVISIONS Job No.: 2017-049 Dale: April 19, 2018 Scale: As Noted D.slped By: DR Drawn By: DR,SL Checked By: JAS Approved By: JAS Copyright ®by Seger Architects, Inc. All Nghts reserved. South Retail Building SHEETNAME A-5 SHEET NO. 5-7-2018- PLANNING BOARD O I- M. M. M. M. ■ I I LR/ DR I STUDIO/ LR/ DR JBR2BR + 1 BR BR MICRO 1 BR BR u LR BR- I 929 s.f. ±751 s.f. ± 641 S.f. -+ 757 s.f. D— 2 BR* wro wro — — [;,-] ±914 S.f. B. wro B. I BR B. BR I 21313 I w/o M. M. M. M. M. wro /1 2 B RI B. I± 850 S.f. I B. I B. I B. wro I ± 785 $.f. LR/ DR T — — — — — LR% DRI / 1 R ❑ 1 B 1 B —— + 694 s.f ± 70 s.f + 704 s.f STU IO/ BR BR— — BR — BR— �— BR [BR BF - ---- — --- --- — B. I LFi� DR LR/ PR LR/ L�R ± 461 S.f. North Buildinq - Second and Third Level North Building - First Level J. Negarrhitects, Inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 976-744-0208 Ww .segerarchitects.com PROJECT ARCHITECT SEAL CANAL STREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION ONMER INFORMATION I��III� PROJECT REVISIONS Job No.: 2017-049 Date: April 19. 2018 Scale: As Noted Designed By: OR O—n By: DR,SL Checked By: JAS Approved By: JAS Copyright ®by Seger Architects, All rights reserved. Inc. Floor Plans SHEET NAME A-1 SHEET NO. 4-19-2018- PROPOS/ J'Darchitects, in 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 m-Segerarchitects.com PROJECT ARCHITECT SEAL CANAL STREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION ONMER INFORMATION r M -�i im: Job No.: 2017-049 Date: ApHI 19, 2018 Scale: As Noted Designed By: OR Drawn By: DR,SL Checked By: JAS Approved By: JAS CopyrlgM ® by Seger All ngh s reservetl. Arcbil,O,, Inc. Elevations SHEETNAME - A-2 SHEET NO. 4-19-2018- PROPOS) North Building - Rear Elevation Rear Elevation North Building - Left Elevation North Building - Right Elevation Sega rhitects,inc 1 10 Derby Square, Suite 3N,. Salem, Massachusetts'01970 Telephone: 978-744-0208 Wv .segerarchitects.c0m PROJECT ARCHITECT SEAL PROJECT CONSULTANTS CANAL STREET 132-144 Canal Street Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION Date No. Descriptlon PROJECT REVISIONS JOE No.: 2017-049 Date: Apd119, 2818 Swle: As Noted Designed By: DR D—n By: DR,SL Checked By: JAS Approved By: JAS Copyright®by Seger All rights reserved. Architects, Inc. Elevations & Renderings SHEETNAME A-3 SHEETNO. 4-19-2018- F'KUFJU I - 1 /I y Nd300 __-----"-- �. 3�N3n NNy.9 y� , mm 0. gs� an s a S p =S O r. v r �� m nay : m �sjal A o 52 n sgoo g nz �M m '6I za m S = n m g�g m L z r� s G LANDSCAPE PLAN 132-144 CANAL STREET, SALEM, MA SEAL Designed By: MEM Drawn By: MEM Reviewed By: RLW Project Manager: RLW job File Number: SALE-0035 - Drawing File Folder: SALE35 (� Drawing Issued for Review Only ® Drawing Issued for Permit O Drawing Issued for Construction Owner: See Drawing Cl.l Applicant: Canal Street Realty, LLC 50 Dodge Street Beverly, MA01915 ` A �/t%C(—'WILLIAMS SPARAGES . ..... 139NORTH MAIN STRUT MIDDLE rON, MA 01949 MONE: 8) 539 820088 FAXI9iW�coM DRAWING: L.1 0' 15' 30' 60, SCALE:1'=30' FEBRUARY 28, 2018 6 s —' ^ _. SHEET 1 OF 1 3 2 1 \1 I I 1 1 1 1 1 1 1 1 1 I 1 1 I 1 I 1 1 1 1 1 1 1 1 1 i 1 1 1 1 I BUSINESS SIGN LOCATION -------------�� l I 1 I 1 1 1 1 12' WIDE PAVED ACCESS BY CITY OF SALEM LANDSCAPE LEGEND 12' WIDE PAVED ACCESS BY CITY OF SALEM DECIDUOUS SHADE TREE TREE OPTIONS: GLEDITISIA TRIACANTHOS SHADEMASTER HONEY LOCUST ? TILIA CORDATA GREENSPIRE LINDEN 3"CAL ACER RUBRUM OCTOBER GLORY RED MAPLE 3% GINKGO BILOBA'AUTUMN GOLD' MAIDENHAIR TREE 3"CAL ZELKOVA SERRATA VILLAGE GREEN ZELKOVA 3"CAL FLOWERING & EVERGREEN SHRUBS MYRICA PENNSYLVANICA CLETHRA ALNIFOLIA ILEX GLABRA CORNUS RACEMOSA RHUS AROMATICA JUNIPERUS VIRGINIANA NORTHERN BAYBERRY 2-3' SUMMERSWEET 2-3' INKBERRY 2-2.5' GRAY DOGWOOD 2-3' GRO-LOW SUMAC 18-24" EASTERN RED CEDAR 7-8' GROUNDCOVERS, GRASSES & PERENNIALS GRASS/GROUNDCOVER OPTIONS: PENNISLIUMALCIPLLUKUlun AMELN' DWF. FOUNTAIN GRASS 1 GAL PANICUM VIRGATUM'HEAVY METAL' SWITCHGRASS 1 GAL PANICUM VIRGATUM'SHENANDOAH' SHENANDOAH SWITCH GRASS 1 GAL NEPETA'WALKERS LOW WALKER'S LOW CATMINT 1 GAL SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM 1 GAL JUNIPERUS CHINENSIS'SARGENTII' SARGENTS JUNIPER 18-24" HEMEROCALLIS'HAPPY RETURNS' HAPPY RETURNS DAYLILY 1GAL CALAMAGROSTIS X ACUTIFLORA FEATHER REED GRASS 1 GAL RUDBECKIA FULGIDA GOLDSTURM BLACK EYED SUSAN 1 GAL CAREX'ICE DANCE' SEDGE GRASS 1GAL CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL GALIUM ODORATUM SWEET WOODRUFF 1 GAL HAKONECHLOA MACRA JAPANESE FOREST GRASS 1 GAL EXISTING TREE PROPOSED UTILITY POLE APPROXIMATE LOCATION (FINAL LOCATION unLITY COMPANY � ENCLOSED WASTE AND RECYCLING CONTAINERS James K. Emmanuel Associates L a n d s c a p e A r c h i t e c t s 22 Carlton Rd. Marblehead, MA 01945 Tel: (781) 622-7487 email: fames@)amesemmanuel.com V) V/ Iw 0 ru r °�° 200 N .2 0. 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GJ O %n kA in W O _0 LL" E,a� c c c mom L-0 Z.L. 3 •3 3 CJ v= 0 0 O 0 al 3 Q1 N LL 3 •>--0 16-0 a®a ooT�a °Uj J Q W N Z� G J W W � W F— W 1A 'Ir M N v I U Q ZQ o V 00 z M O II ao (V p W } J M M J Q r— Q �n v) m W LL O J LL t7 O Z_ w Q W CC = 0 N - 12.07 WG^FS uw HANr—A n ' eIs S /--tels—'M9 lz06 x 13A6 , 'u TSic 11 c Ru>7 ac ,1 x um 1 1 1 -_--�---- - Y 6.tm 683 ��' . 689 629 - 6� x fa,�6.31 i � x-7lS-- -=-.w 1.627 x 6" 1 V5.94 "0 ?N LYTNUr' 1 �6.19 S37 x su 1 6A3 SALEM WA'EP, t Ix -3 1 WORKS HA! nHOLE 1 1 11 6A9 u x M95 USE EASEMENT AREA LS38 CA /V --- STREJ/��/� 1�0 — x R UA6 R q// .ie.00 -1D z 7.% x e.31 P OPOSED IMLITY POLE PPROXIMATE LOCATION (RNAL LOCATION BY LTTY COMPANY x &N CONr:FFT-� SIrlEWM_K _x am A N 0 "" 0 % 3 rtz., loo *Ale- t,"- w F;.O- �11- r1m., C) V) 0 u r Z O rn N Q M I d� Z^nu a - 0 0 e 00 W f\ W Z -1 W C%) " 00 W � U J J Lrl CJ U � O m +-+ � CIS 4J �0 0V) a,c0 auLnm C O O Ln en.y w Ld � L N O O J c°J O U uj Q J N L L L NCJ N OC lw GJ O to &A $A m CMW 'Q LL m r" E N C "� C G •c3a z c3a J Q Liz In co Q CV ►� c n to I m I w I M I N I— 1 L / r— LL LL V O Z_ w w Ln O N W Z 1