Loading...
51 CANAL STREET - APPROVED PLANS Approved Plans JIM Ds� SSF� ❑ oao oft, lz low r DEVELOPMENT P s Z 0 = SITE RE LAN C ❑C� DEED o � � Q � FORA p J � 0 C; � w LOCUS SLu 0 z z � CL Q�S a ^ 1 7 o Qcs n- � Z z D U o F ❑ t � �P�� s��F ❑ � z Q ATa o J (n. D � � LOCATED U _ w� JACKSON ST F z F I w 0) LL 51 C AL STREET . Lu � � - o, Z cnw ^ APPLICANT: LANDSCAPE ARCHITECT: 0 o � p C3 PROPOSED CAR WASI I AN SALEM MASALEM CAR WASH, LLC. RADNER DESIGN ASSOCIATES, INC. z Q Q SSACHUSE P.O. BOX 554 95 CONCORD ST, SUITE 100 a WESTERLY, RI 02891 FRAMINGHAM, MA 01701 (508) 736-6144 � (ASSESSOR'S MAP 34, LOT 86) LOCUS MAP CIVIL ENGINEER: BUILDING ARCHITECT: SCALE: 1" = 800' THE MORIN-CAMERON GROUP, INC. GENESIS 66 ELM STREET 1265 OAK BROOK DRIVE STE C DANVERS, MA. 01923 NORCROSS, GA 30093 (978) 777-8586 LL SURVEYOR: PROPERTY OWNER: 2 j;rti R.E. CAMERG,'] & ASSOCIATES, INC. FIFTY-ONE CANAL STREET, LLC 681 WASHINGTON ST 101 WELLESLEY STREETrr7= '�a' NORWOOD, MA, 02062 WESTON, MA 02493 (781) 769-1777 BOOK 1630, PAGE 234 ASSESSORS MAP 34, LOT 0086 F- w w cn Of rn o N O U W � p Ln N O w m CIASUIM REALTY 7`ftI T Ik�li{ii�il PAIdLst 1.17 3-l-0103 >_ m m Q U� x«� �F�"Pf? r'. :SN;..`a m1i x.'�x",, ,r'. Q 2 £ . .5y�"` ,. 5"� '.:; r°v S, h;a$h eal ;iAzaa �. Q a ' � C k.= � W.sue' �. �:^,.. `� �i t�.», .'.. ). ,• - ..�°:� ire, '�`.. ,� `. ,. ." .z .a d �� i .�. , . . - , �, Y O `'� l.� U � J �, a 1r a r JJ AN � 2f Z Q ,.,h• ,15 -7 'C' ay..j U r:. i �`' P0 U fi. wt t2 m YY 6F a Sr`t` k :"az Y xv � g FLORENCE STREET EXT. a _ v K . a c a- PROPOSED CAR WASi, � F- w 'd Ljj OR - 0 > � U w IJNCk 69 CANAL �T �= �' cn Lj i STRENT I w .' LLJ Palt'tc-KL LD. 84-0087 w xril! 114RHI", &�LYt.FfI,7:S of � Y PAI&I'st 1.71 3,-.II.uN{) t �(�Iy S1/Ir 5I/Ir /i, / • r 'K. # Of 1!11((1111E11lllllLlllLIlllL.L1I(ll'lll(I!L1I`Is z GENESIS - � modular carwash building systems vnw.gernash.com ' . CANAL STREET (1v�[A. H�`7Y. #4369) trz'.a'.A. .r.� CANAL STREET PERSPECTIVE ELEVATION Z j,'A(1`!Y-�` 1.rI'1��) (ACTIVE I.jf{�'� �/^, V I (NTS) Q PLAN �- w 00 J U o < Q 3. Z Q ABBREVIATIONS � Q � 2 < Z bf w Q APPROX APPROXIMATE L.tJ U o U BIT BITUMINOUS LF LINEAR FEET SCHEDULE OF PLAN SET DRAWINGS: o .- w LJ PLAN NOTES: FLOOD CERTIFICATION: w Q Q BLDG BUILDING MAX MAXIMUM LW LI7 c J BOT BOTTOM MIN MINIMUM J 1. THE EXISTING CONDITIONS, UNDERGROUND UTILITIES, AND PROPERTY LINES DEPICTED HEREIN ARE THE RESULT OF AN ON-THE-GROUND INSTRUMENT THE SUBJECT PROPERTY IS LOCATED IN A ZONE "AE" (ELEV. CB CATCH BASIN N/F NOW OR FORMERLY C1 COVER SHEET < � SURVEY PERFORMED BY R.E. CAMERON & ASSOCIATES, INC. IN JULY, 2018. 10) AND ZONE "A" AS ILLUSTRATED ON THE FIRM PANEL CONC CONCRETE OC ON CENTER C2 EXISTING CONDITIONS PLAN 25009CO-419G WITH AN EFFECTIVE DATE OF JULY 16, 2016. CTS CURB TRANSITION SECTION OCS OUTLET CONTROL STRUCTURE (1) 2. ELEVATIONS ARE BASED ON THE SALEM CITY BASE DATUM. DIA DIAMETER OW OBSERVATION WELL C3 DEMOLITION & SITE PREPARATION PLAN 3. THIS PLAN IS PREPARED FOR OUR CLIENT USE ONLY FOR THE SPECIFIC PURPOSE OF OBTAINING PERMITS AND LOCAL APPROVALS, AND IS NOT TO ZONING DISTRICTS: DMH DRAINAGE MANHOLE PROP PROPOSED C4- SITE LAYOUT PLAN BE USED OR RELIED UPON AS A CONSTRUCTION DOCUMENT OR ANY OTHER USE BY OTHERS WITHOUT THE WRITTEN CONSENT OF THE DWP DETECTION WARNING PANEL PSI POUNDS PER SQUARE INCH MORIN-CAMERON GROUP, INC. RESIDENTIAL TWO-FAMILY (R2) EG EXISTING GRADE PVC POLYVINYL CHLORIDE CJ UTILITY PLAN • WHOLESALE AND AUTOMOTIVE (B4) EL/ELEV ELEVATION R RADIUS CG GRADING & DRAINAGE PLAN 4. ZONING DISTRICT BOUNDARIES OBTAINED FROM THE CITY OF SALEM GIS ONLINE MAPPING SYSTEM ENTRANCE CORRIDOR OVERLAY DISTRICT EM ELECTRIC METER RG RAIN GARDEN (HTTPS://WWW.MAPSON LINE.NET/SALEM MA/INDEX.HTMQ. EP EDGE OF PAVEMENT RL ROOF LEADER D1 CONSTRUCTION DETAILS 1 5. ABUTTER INFORMATION OBTAINED FROM THE CITY OF SALEM ASSESSORS AND GIS. EXIST EXISTING S SEWER/SLOPE D2 CONSTRUCTION DETAILS it FG FINISHED GRADE SF SQUARE FEET W 6. ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE ONLY AND ARE BASED ON LOCATIONS OF OBSERVABLE FIELD EVIDENCE AND RECORDS FL FLOW LINE OF CURB SMH SEWER MANHOLE L1 PLANTING PLAN W OBTAINED FROM THE CITY OF SALEM ENGINEERING DEPARTMENT. ACTUAL LOCATIONS MUST BE DETERMINED IN THE FIELD. BEFORE DESIGNING, FT FEET TOF TOP OF FOUNDATION L2 SITE LIGHTING PLAN U EXCAVATING, BLASTING, INSTALLING, BACKFILLING, GRADING, PAVEMENT RESTORATION, REPAVING, OR OTHER CONSTRUCTION, ALL UTILITY COMPANIES GG GAS GATE TYP TYPICAL MUST BE NOTIFIED INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN. SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS. HP HIGH POINT UP UTILITY POLE Al ELEVATIONS TT CALL "DIG SAFE" AT 1 (888) 344-7233. THE MORIN-CAMERON GROUP ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF HYD FIRE HYDRANT VAC VACUUM STATION A2 ELEVATIONS � UTILITIES OMITTED OR INACCURATELY SHOWN. BEFORE FUTURE CONNECTIONS, THE APPROPRIATE UTILITY ENGINEERING DEPARTMENTS MUST BE ID INNER DIAMETER WG WATER GATE CONSULTED. INV INVERT VGC VERTICAL GRANITE CURB z O U Q 0 PROJ. #3882 Cn O� Z m O w CY) < OCV I rn O cD V) P G 55 W LEGEND © MANHOLE Ow WELL Sww WATER GATE a ®® CATCH BASIN 0 O GG GAS GATE W wG WATER GATES W 0 3 � o O BOLLARD Dow OBSERVATION WELL I!% N/F Q U EM R METER V)ELECTRIC C M /, . CIASULLO REALTY TRUST cn EHH ELECTRIC HAND HOLE !': ` �/ PARCEL I.D 34-0103 � . I ► I�; ASPHALT co VAC VACUUM �, I /• U m RL ROOF LEADER 1 ELR ELECTRIC RISER f ' BOLLARDS EDGE STORAGE/PARKI NG AREA !.''/-/ /i%����i%%LPL / //L / ` r ''/'/ '/�� � U GD GARAGE DOOR 0 ,x14.99 ?4 °hW TOW�1036, ENT ENTRANCE I 9.p�,� ,cti' 14.42 W DWP DETECTIVE WARNING PANEL RIM=15. 'ti o HYDRANT I .� 00 �Nv=D.r I D � D - q .- it ' °r 0 Y FL )RE STREET EST .I! BENCH MARK IICQ-) UTILITY POLE I 9 8 IX4.69 o\ LIGHT y�' FFRONT RIGHT I o'er"" 13.88 13:90 14.21 i I i BOLT HYDRANT ASPHALT I � r � t; I SALEM CITY BASE �14- p + ► SALEM . T PARKED ON x 14,47 a> ohw OVER HEAD WIRE � ,: w WATER LINE €41i ,; , ; ,� I RIM= 10.6, 13:80 �' ; I `� 15.20 0<`� I TOW=10.6' 14.11 v C7 x ��I , 15.74 ®wGp L 14.27 4:08 3.99 s SEWER LINE � �� _ _ -- _��N�. D�MPS�R D DRAIN LINE 0015.12 5.08 `15 N09'24'58'E EM CONC. RL - , 14.06 14.93 Y 239.00' 14.40 i r,ENT//j.GD GD';i� 14.34 14:66 �� 15.02 G GAS LINE 1 j \� LOT AREA \ 'i,�14. /i�5' y/ i44''%' 5 ;ir% j 1 14.09 / 30.274S.f.f 14.85 s/, 'ff7/ ,; ,,,: /,� / '. � / ' i // .//% �Z •� \`' Parcel I.D. �„\ %�!:'i;' ,,� ' ; ,Y„ //l !/,j;' ///i/ %/ , j ''i, Lu O r, I h1 cyo ! / r / / // /i 4 SPACES / c� /4j y 34-0086 U\ o° 15:10 15.11 ¢ './//J'`' ` '' //% / ///'i/i�//r/,.,,, , //i /i",i i// r /i '.% /./ , /, /./ / DECIDUOUS TREE „ r O l i i ��b h2 JQ ASPHALT //�//f !j,� '' %' // �!%i"' / r;•f / /, // /� /;.. ,,/ /,r" :/ 1 N I i GG '�� = 15.37 ,/;, x 100.00' SPOT GRADE SALEM CITY BASE i ` ► ► Q ;/' /� l i / ;i / / % ✓ r I o¢ o¢ / // f %/// r/ '/ / /// oa c'a � '/ / ;�:' / // /�� / / // /. 15.56 16:06 I I / / ,� � // BUILDING ,�!'/� ` //�. '/� GATE WE / 16.19 G 15.40 15.66 j/%%, '' /./�:/ ;,'!'/ .� /' "AREA %',//% /%! / %/�/� r, 15.76 16.17 6, rl 15.46 / �/ / / LIGHT I °• �1'10 / 1 7 = ' w CONC. BA SE RIM=16.74 ��wG CONC. x Z 4, t, f/,/ ;,// ' %i�' ;f, r ' ' %// / /:,'/ j.i;// ,j/ 15.65 1 •98 6.03 'I } M / 15.7 RL RL RI RL p �'//`ir` /"/j;/ i;�i.!i%� r ,�/ ii%,� /��/! %,./ j///;,� ^ 16- � i I ! 's } RIM=16.50 / 5:7 :GD GD. 0.0' .BAYi 'BAY /:/; 'ENT./ c�`^% / r ^i Underground utilities shown are from field ,i ► ; M ' :; t / , /r /r. / ' /�:' /f>;/, %/i / 9 ±I I INV=6.8' % r / , CONC. /. / / r, /';//'" r ' �' /„%` I L / �/� 6' /�� 15 8. %/ 15":�� 15.6 / r i '/r i''jr ///' % /' y o % ,15.6.'.; /.1.5 6.�% / `�J� ;/ /. / // ,j//./'j / r ., // %;./ /i" /:'i// ;/ ;�i /;/' ' N F N from / ,�i .� - ram;= ls:90 //, 'i /, /;/ %/; 15.89 observations and record information / ''`` / % �;: 15 2 //�/' �' i / ' //� / ; a ;BUIL�ING,' //�. / ,N s' ei 1s.88 ,i'l//;' ;/�/ i;''!�,'/,.i;' // 'f,' ''� ///' W JNCR 53 CANAL Cfl I t� 6 'r //� ' r // /'//' /i(U /r' . / r,/ ' j`, j/j/ %;j r, /• / / /:.//'/.i ~ ^ 15.86 N Mass Dot. and are not warranted �,r,:,. . / /' .;'/i%�REa'/,, , / / /,, ,, Jj ji, ,i, /,/ i ;,j�ji�'ii,' / i, �w F N,;.;/ ' / ,/ .suIL61Nc H IICHT JaL %i /, / /, /, i ':, j, / j, o STREET LLC. O i , I Ji / �� ///.� '' 1,602S.f:f /` 1, ,// w Z ati;� '�/' '�//j /r;/i/ /;', 1,; �, / /;' ,;r ; /,;,', 15.76 0 lin `!/ 1 N t ;'/ r ' / /. j/ / LE, 28'" / TENT O s EUIL ID NG'N�I�HT/ i, //. / /%/" i -/ to be exact its size location or /. ,� °Z ' 'i''i// ;fi'�'; ;' ,;��: o �( PARCEL I.D. 34-0087 / /B ai / /, , //// r j I; �. �' //j/ AY!'//' V tJ .-/ i ,/ , . Jul,.'% /f%//j /� i/ j / /;,/ N C n > O I! °S rN. 15.61 /�G`D r.// 0 tl'��15:8%/:/i 15.8 i. ��'% -ohw ,;, �LE 29 , /ii / %%,GM Wtif. , ,:10�:1'i:/'i/i/ � f / ASPHALT CD depth nor Is It warranted that Q11 underground i 15.4Q /15:5'r, /. , 15.7:' 7 COIN ELR. 15.62 D 15.75 115.57. 5J8CIO CONC. 15.44 15.77 PLAN R' 15. 30P• 15.68 PLANTER 15.61 15.52 pipes or structures are shown. I s�4 / 15.53 15.36 � }} I 15 45 O 15.36 e I GQ �' J+ JA 15.28 V C o 15.44 5.58 15.35 14.98 _ W N SOUTHERN ESSEX COUNTY REGISTRY OF DEEDS: i l `'O °� d moo_ 15.26 38 / - w 00 1522 4.9 ` O •cam - CANAL N F : ' I 14.7I0 DEED REFERENCE. OWNER: FIFTY-ONE CA ; T '' c� 15.13 ASPHALT / ow \ 'z_' l� BOOK 23988 STREET, LLC. SOUTH HARBOR } ; �, 5.08x 15.17 1s.37 J/ ¢ f` ti ASPHALT PAGE 167 HOLDINGS LLC. ; i ��� 00 PARCELI.D. 34-0290 �� T t 15.1 . d EA EMENT RIM=14.93' p 15.14 3 15' 14.88 RIM=14.41' /-=�-LL/ =/ -- --- �� X PLAN REFERENCE: ► ► 15.22 15.09 f , f BENCH MARK BOTTOM=9.7' P P P BOTTOM=9.1' O BOOK 1630 i 1 ; \ FRONT BOLT 15.1 / \ G � G ® 14,71 t PAGE 234 I ; HYDRANT 15.07 L�15 ®- INV=9.9' u 14.88 14.72 x 14.42 r-'f 14.73 L I o 14.81 RIM=15.23' M \ 14.69 14,44 x LJ NI V=9.892, sa SALEM cBiY BASE w� 15. 8 x 15.02 x - 14.9 S09 24 58 W x 4'97 x . , . O ! !1 ►,� ; I► f I II I I � 14.65 i M wG 114 p 15.20 15A5 UP 2728 ELR 15.20 15: 3 GG wG 224.00' 14.97 ohw 1 .90 ohw 14.72 ohw ohw ohw ------------------ ----------- ---------- 15 15.10 S CONC. WALK 14.72 CONC. WALK _ . 9Pw "' -Pdi`-- 14.54 ohw ohw 14.92 ohw-- --ohw 0 4.98 UP 2727VZ10 14• 14.55 14.61 14.62 UP#2726VZ11 ^ 2L 15.09 15.07 15.03 0 14.41 -+-' T 14.75 �s 15. 4 14. 0 1 .74 14.64 GRANITE CURB 3 14.46 14.38 14.31 RIM=14.26' 14.24 14.24 N A RIM=15.30' '� INV=14.91' 38'RCP TOW=1'0.6' S _�RIM=14.09' -S RECORD Q F.E.M.A. S M s s s s - s s s s _ BOTTOM=4.1' � (� G' INV-11.0' RIM=14.20�_ INV=3.9' INV=3.9' SWW S S S The property shown lies within ZONE AE 10 s M A S s S 36 RCP S ❑ S s s s D RIM=14.53' 12' INV=4.6' and ZONE X (areas determined to be outside 00 the 0.2% annual chance flood lain RIM=15.22' w/ w 12' w w w w y/ M v=10.3 W - w w P ) INV=4.4' 8' ABAND❑NED SWWB14.81 INV=10.3' G G G G G - G G G G G G G �'' a) as shown on FLOOD INSURANCE RATE MAP x 15.40 8' PLASTIC x 15.06 _ P �________ N G---- - E G x 14.39 \ �3 O for THE CITY OF SALEM G G GQ G G E G _ E -E - Q J N COMMUNITY 25009 E �Is L E PANEL NUMBER 0419 G D D E D 72'C❑NDUIT C.LP.C•P. D D (MA. HWY. #4369) D D D D D D - WITH EFFECTIVE DATE OF JULY 16, 2016 ra D � D PARKED ON RIM=14 9' 72'C❑NDUIT C.I.P.C.P. D D D D D PARKED ON1514 TOP DEBRIS=10 4' 14:57 ® 14.07 Cob r ZONING M.B.T.A. M.B.T.A. Q0 WHOLESALE AND AUTOMOTIVE (B4) (ACTIVE LINE) (ACTIVE LINE) e MIN. LOT AREA = 6,000 s.f. MIN. LOT WIDTH = 60' o LOT FRONTAGE = 60' o MAX. LOT COVERAGE 80% U) MIN. REAR YARD DEPTH = 25 Q BUILDING HEIGHT = 45' '8 1 GRAPHIC SCALE ° 20 0 10 20 40 80 E E U ( IN FEET ) �i 1 inch = 20 ft. rn O N U 4319 EROSION AND SEDIMENTATION CONTROL: WIDELY ACCEPTED PRACTICES FOR REDUCING EROSION AND SEDIMENTATION WILL BE EMPLOYED IN THE DEVELOPMENT OF THIS SITE. 1. THE DEVELOPMENT OF THE SITE HAS BEEN PLANNED .TO MATCH EXISTING DRAINAGE PATTERNS TO THE EXTENT PRACTICABLE. I II kh s I- ,,�r 2. SEDIMENT CONTROL MEASURES WILL BE APPLIED TO CONTROL ANY I �- o SEDIMENTS THAT MAY BE PRODUCED AS A RESULT OF SITE CONSTRUCTION ♦ w ACTIVITIES. EROSION AND DEPOSITION OF SEDIMENT WILL BE CLOSELY U '' z z & MONITORED DURING CONSTRUCTION. 0 < co Q ZU Z mV 3. TEMPORARY EROSION CONTROL MEASURES WILL INCLUDE, BUT NOT BE ` ' Q w o LIMITED TO, FILTER FABRIC SILT FENCES, SILT SOCKS, SEEDING AND l/M/ r- z MULCHING, AND SILT SACKS IN EXISTING CATCH BASINS. w o Q zz � 4. SITE DEVELOPMENT WILL NOT COMMENCE UNTIL ALL TEMPORARY EROSION o g CONTROL MEASURES ARE IN PLACE. THESE MEASURES SHALL BE .' - Z M EMPLOYED UNTIL FINAL PAVING AND ADEQUATE VEGETATION HAS BEEN z 8�r w o ESTABLISHED. _ o 0 0 N/F y O CID w w m > P � 5. THE SALEM ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST 48 CIASULLO REALTY TRUST ' wco ASPHALT HOURS PRIOR TO CONSTRUCTION TO INSPECT EROSION CONTROLS TO BE PARCEL I.D 34-0103 z CoW r _ IMPLEMENTED DURING CONSTRUCTION. Ex; O c7ocoC6 Wz OVERHEAD WIRES TO BE ����������������������������� > ABANDONED AND REMOVED TREE NOTES: , 8"pP VP#3�q4 0 TOW=10 36 1. ALL TREES TO REMAIN SHALL BE PROTECTED (ROOTS, TRUNK AND II \�, RIM=15.36' CANOPY). ( INV_10.2' FLOR]ENCE C Y). 18" D A D O ,��SETTS �d BENCH MARK I / PG FX MARK RONT RIGHT I o STREET EXT. �� a Z I BOLT HYDRANT O I NA ASPHALT z J d� P l INSTALL SILT SACK IN CB TEMPORARY LL G w r ' ELE.�16.91' �. �o 'Cj , SALEM CITY BASE PAR �o ON, CONSTRUCTION FENCE i 8 �Z ti� 1/ I ��4'' RIM13.62 O WG Off` I `TONS=10.6' 0 L ZVI 'Vol 1 � C .( ) DUMPSTER vwoo k"�- RI I(TBR) R- Q� ABBREVIATIONS: �� � CONC CONCRETE a��\ fe tn� 4 SPACES / w F- DWP - DETECTABLE WARNING PANEL `� y'Q� °y cWi o� I �,�" w ELEV ELEVATION ° `� o�J a - ' / o ASPFIAI..T EXIST. EXISTING GG o cV INV INVERT ° �. i o t �� �. .��ti 1 U 0 OHW OVERHEAD WIRES l, O C;l y, C l'L BUILDING AREA �" I I 1E / �■ c� ' OW OBSERVATION WELL IM=16.74 '6'- 'r -_---- - 6 505 S.F.f Ult}�f '- �yW-_ LIGHT POLE ENTRANCE CORRIDOR OVERLAY w o c� N oof RCP REINFORCED CONCRETE PIPE V=10.2' car�c.(TBR) (TO BE RAZED) ` \ CONC. BASE > N m RL ROOF LEADERS 1 =16.5 Rl Pi " RL �16- (TBR) r m m Na o SF SQUARE FEET �� I v s. ' ccvc. } o 0 0 SMH ui SEWER MANHOLE �, �� -14 c� 0 w o BUILDING AREA 1 TBR TO BE REMOVED ti� / 1 602 S.F.f BUILDING HEIGHT fl BUILDING HEIGHT m = a v VAC VACUUM `� o o (TO BE RAZED) ELEv.=2s TEN i cn o c� a cn o ELEV.=29' R2 DISTRICT VGC VERTICAL GRANITE CURB ASPHALT 64 DISTRICT COiN LLi . l o CONC. �I PL.ANl .R OP. PLAN TER EXIST. PAVEMENT TO BE REMOVED (TBR) (TBR) -� cn GA o s \ AND REPLACED OW o LOT AREA: 30,274 S.F.f N IR, \ �j v v PARCEL ID: 34-0086 N/F JNCR 53 CANAL SEWER LINE TO BE ABANDONED. SEWER SERVICES TO VAC MACHINES TO BE STREET LLC. o <� „ CUT AND CAP AT BACK OF CURB I BE ABANDONED. �,, '� REMOVED (TYP. OF 5) �a PARCEL I.D. 34-0037 z � N/F' .1� CI uj SOUTH HARBOR ASPHALT / - i W ?0 S. \s \ � .� a l-ASPIIAI_T ,i \ Z cn Z o HOLDINGS LLC. o PARCEL I.D. 34-0290 REMOVE VGC CORNER STONE EXIST. LEACHING CATCH BASIN , c� EXIST. LEACHING CATCH BASIN �� > a/` (INSTAL SILT (INSTALL SILT SACK) �, F AND EXIST. CONC. WALK� � aW ', �''� � ,, 15� III a \ BENCH MARKARK / TEMPORARY v4 �/ �F,� CUT AND CAP w a FRONT BOLT ' / \�11M=14.93' CONSTRUCTION GATE \ SEWER SERVICE P RIM-14.41' TEMPORARY w o HYDRANT ��� /15- - - BOTTOM=9.7' 6-1 INv- .9' AT BACK OF CURB BOTTOM=9.1 CONSTRUCTION GATE IM=14.9 ' ELE.-17.88' O �2� M,.s RIM=15.2L' Ei V=9.8' SALEM CITY BASE i,. _ s WG CONC. UP#2728 ELR ( GG 1 CONC. WALK 0 W L HW OHW OHW OHW OHW OHW (TO REMAIN) 0 IAHW W OHW OHW OHW " VGC UP#2726VZll �. INV=14.91' RIM=14.26 VGC � RIM=15.30' 38"RCP W=10.6' RIM=14.09' Z S S S S S S S S S S S S S RECORD INV=3.9 I V=3.9 BOTTOM=4.1' RIM=15.22' � INV=11.0 RIM=14.20 T _ S EXIST. CB (TYP.) S S -s6"RrP S S S S S S _ t 2" S S S INV=4.6' m INV 4.4 _(INSTALL SILT W 12"W W W W W W RIM=14.53' W D W D u w W o SACK) 8' ABANDONED INv=1o.3' INSTALL SILT SACK IN CB G G G G G G G G G G G G G G G G G G G 8 ASTIC G G G G G G G G EXIST. SMH (TYP.) N EXIST. DMH (TYP.) D D D D D CANAL STREE D D D D D D D p 10' x BOX ULVERT Z N D D PARKE6 ON RIM--D14.9' D D D - (MA. HWY. #4369) D D D RIM=14.24 D D TOP DEBRIS=10.4' VGC VGC PARKED ON U W oo J REMOVE VGC W o = M.B.T.A. CORNER STONES Z = (ACTIVE LINE) CONCRETE SIDEWALK DISTURBANCE FOR W U o Q PROPOSED UTILITY WORK TO BE REMOVED AND RECONSTRUCTED BETWEEN EXPANSION JOINTS �... Q N o o PLAN NOTES: z cn Q W Q Z V) LLu 1. THE EXISTING CONDITIONS, UNDERGROUND UTILITIES, AND PROPERTY LINES DEPICTED HEREIN ARE C ) oN THE RESULT OF A FIELD SURVEY PERFORMED BY R.E. CAMERON & ASSOCIATES, INC. IN JULY, W .. _ cn 2018. �W vNi _w_J DE W a 2. ELEVATIONS ARE BASED ON THE SALEM CITY BASE DATUM. Q v < 3. THIS PLAN IS PREPARED FOR OUR CLIENT USE ONLY FOR THE SPECIFIC PURPOSE OF OBTAINING V PERMITS AND LOCAL APPROVALS, AND IS NOT TO BE USED OR RELIED UPON AS A CONSTRUCTION N DOCUMENT OR ANY OTHER USE BY OTHERS WITHOUT THE WRITTEN CONSENT OF THE MORIN-CAMERON GROUP, INC. 4. ZONING DISTRICT BOUNDARIES OBTAINED FROM THE CITY OF SALEM GIS ONLINE MAPPING SYSTEM (HTTPS://WWW.MAPSONLINE.NET/SALEMMA/INDEX.HTML). 5. ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE ONLY AND ARE BASED ON LOCATIONS OF OBSERVABLE FIELD EVIDENCE AND RECORDS OBTAINED FROM THE CITY OF SALEM ENGINEERING DEPARTMENT. ACTUAL LOCATIONS MUST BE DETERMINED IN THE FIELD. BEFORE DESIGNING, EXCAVATING, BLASTING, INSTALLING, BACKFILLING, GRADING, PAVEMENT RESTORATION, REPAVING, OR OTHER CONSTRUCTION, ALL UTILITY COMPANIES MUST BE NOTIFIED INCLUDING THOSE IN Z O CONTROL OF U1ILITIES NOT SHOWN ON THIS PLAN. SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS. CALL "DIG SAFE" AT 1 (888) 344-7233. THE MORIN-CAMERON GROUP O F= n PLAN ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR F= t- Q Z - U INACCURATELY SHOWN. BEFORE FUTURE CONNECTIONS, THE APPROPRIATE UTILITY ENGINEERING =j (n w SCALE: 1" = 20' DEPARTMENTS MUST BE CONSULTED. O ¢ CL 0 W LLj CD 0 10 20 40 a 0 PROJ. #3882 ZONING MATRIX (B4) ZONING MATRIX (R2) PROPOSED PROPOSED PARKING REQUIREMENTS: SETBACK REQUIRED EXISTING BUILDING SETBACK REQUIRED EXISTING BUILDING MAXIMUM SHIFT: 4 EMPLOYEES MIN. LOT AREA 6,000 S.F. 30,250 S.F. NO CHANGE MIN. LOT AREA 15,000 S.F. 30,250 S.F. NO CHANGE PARKING PROVIDED: 4 SPACES . z r r � MIN. LOT FRONTAGE 60 FT. 224 FT. NO CHANGE MIN. LOT FRONTAGE 100 FT. 224 FT. NO CHANGE O ? w M o MIN. LOT WIDTH 60 FT. 224 FT. NO CHANGE MIN. LOT WIDTH 100 FT. 224 FT. NO CHANGE z z N o Z�?= Za' w r 8 cn MAX. LOT COVERAGE BY ALL PLAN NOTES: �- Z 26.8% 13% BUILDINGS 35% 26.8% 13% MAX. LOT COVERAGE BY ALL BUILDINGS 80% Qw � o 1. THIS PLAN IS PREPARED FOR OUR CLIENT USE ONLY FOR THE SPECIFIC PURPOSE OF OBTAINING : z MIN. DEPTH OF FRONT YARD N/A 59.4 FT. 83.3 FT. MIN. DEPTH OF FRONT YARD 15 FT. 59.4 FT. N/A PERMITS AND LOCAL APPROVALS, AND IS NOT TO BE USED OR RELIED UPON AS A CONSTRUCTION ,., w o N MIN. WIDTH OF RIGHT SIDE YARD NIA 45.8 FT. N A DOCUMENT OR ANY OTHER USE BY OTHERS WITHOUT THE WRITTEN CONSENT OF THE t z z � 3 / / MIN. WIDTH OF RIGHT SIDE YARD 10 FT. 45.8 FT. 92.7 FT. MORIN-CAMERON GROUP, INC. Y� } o u j — > MIN. WIDTH OF LEFT SIDE YARD N/A 6.3 FT. 24.8 FT. MIN. WIDTH OF LEFT SIDE YARD 10 FT. 6.3 FT. N/A 2. ZONING DISTRICT BOUNDARIES OBTAINED FROM THE CITY OF SALEM GIS ONLINE MAPPING SYSTEM z Q (HTTPS://WWW.MAPSONLINE.NET/SALEMMA/INDEX.HTML). I w o — � w2 MIN. DEPTH OF REAR YARD 25 FT. 0.1 FT. 1 FT. MIN. DEPTH OF REAR YARD 30 FT. 0.1 FT. N/A O• cn w w LL MAX. HEIGHT OF BUILDINGS 45 FT. - < 45 FT. MAX. HEIGHT OF BUILDINGS 35 FT. - N/A • w 4� ° DEMOLITION NOTES: Z U) w co co MIN. DISTANCE BETWEEN BUILDINGS ON N/A 30 FT. N/A MIN. DISTANCE BETWEEN BUILDINGS ON 30 FT. 30 FT. N/A 1. ALL EXISTING ON-SITE STRUCTURES AND ASSOCIATED UTILITIES TO BE RAZED UNLESS OTHERWISE O a V '', W z LOT LOT NOTED ON PLAN. DEMOLITION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH ALL LOCAL, 'l::: J g STATE, AND FEDERAL REGULATIONS. >_ iIII I CURBING NOTES: c�- 1. ALL PROPOSED CURBING SHALL BE VERTICAL GRANITE CURB UNLESS OTHERWISE SPECIFIED.00 sErrs 0 Jd� LL O 826 o 0 v z r NIF w CIASULLO REALTY TRUST _ ASPHALT PARCEL LD 34-0103 o, o N O M.U.T.C.D. LEGEND WIDTH HEIGHT SYMBOL w o 4 cn0 to Y N = tY N m ® to in MDo 0 a O R1-1 24" 24" ' } Y o tl; I) PROTECT EXIST. w W a k-`' WATER GATE VALVE FLORENCE _ a_ u ® � o � aEn in REMOVE EXIST. ASPHALT STREET EXT. o a BOLLARD X" O rn CONCRETE BETWEEN `n4 PROP. EMPLOYEE " R5-1 24" 24" Q 151R 1 0' CURB & BUILDING n ® PARKING SPACES (4) R5-1 PROP. 10 STOP LINE - o N PROP. SR BULLNOSE CURB •V� 4 9.0 ti (, , 239 00' , r.�n..Glstxmcax.3... $�,,.2.. ..' sa� '�. s ,.zix:nrxxt..ia, R1-1 R5_1 ✓ ? I b I c� 00 R1 1 s o PROP. PAINTED DIRECTION�,L; R6-1(R) 36" 12" ONE WAY o �? 92.7 ARROW (TYP.) - - -- - o. - PROP CAR WASH = o PROP. 10" STOP LINE `�' 0- 5'R w FOOTPRINT AREA: 3,918 SF z " - - — '_ - a- CTSw PROP. VACUUM PROP. CURB RAMP�_ v s F- ENTRANCE CORRIDOR OVERLAY NOTE: w `a�` LOCATION (TYP.) z f • R1-1 ,. "' S. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND MASSACHUSETTS N ® m . • . , 'P PROP. PAINTED DIRECTIONAL HIGHWAY DEPARTMENT STANDARDS s A DARDS FOR THE LATES T SIGN SPECIFICATIO NS, LLJ R6-1(R) ARROW (TYP.) TEXT, DIMENSIONS, COLOR AND NOMENCLATURE. CTS PROP. PAY KIOSK 1s.4 0. s.5' (TYP.) SIGN SCHEDULE Z 4.0' PROP. CONC. gR6-1(R) ��p• o cV"�' R2 DISTRICT NOT TO SCALE 0 SIDEWALK - B4 DISTRICT 1� HANDICAP PARKING g SPACES & SIGNS PROP. DUMPSTER NSF N o 0O, ENCLOSURE `� JNCR 53 CANAL PROP. BIT. CONC. PAVEMENT----__, o ISLANDS STREET LLC. Z CTSCTS Lo `� FINISHED PARCEL I.D. 34-0087 Q (n N/F Ch °� :. SOUTH HARBOR ° WITH •, o•.:...:.:....:.. ... 2 . CONCRETE � � � J �' CTS HOLDINGS LLC. ?, 1.L0 ;�� 4 U)LLJ oo J PARCEL I.D. 34-0290 CTS o j, CTS ~ �•'� o 0 10 o CTS Z w W mot' U oQ ® 10.6' 8.5' 8.5' N Q a 1111111111111 o -7757 �' �, ! Lu IY ® O pNG:,WALK; ' ;. : 224.00 CONC. WALK Q Z to w Q o ' R1-1 CTS CTS Q o U U Q " r w vcc vcc W PROP. CONC. SIDEWALK PROP. CONC. PROP. 10" STOP LINE w Lo � J PROP. VGC SIDEWALK ' � .w_I � Q (MATCH EXIST. SIZE, Q TYPE, & COLOR) cn ' N CANAL STREET (MA. HWY. #4369) ® vcc vcc Af.B.T.A. If.B.T.A. (ACTIVE LINE) (ACTIVE LINE) !— �- Z U PLAN Q Q SCALE: 1" = 20' Q- o 110 nH I—Room" z 0 10 20 40 Z V a 0 PROJ. #3882 U) � U) 0 U U) w U k Z N O E zz �' 11J 4� ° � Q Z sx, U d z ' J N co GENERAL UTILITY NOTES: �i o n z Q 3 ' I I 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR LL f N I w � l ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, } w z Q � lo MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED - o} UPON AS BEING EXACT OR COMPLETE. " THE LOCATION OF ALL UNDERGROUND Ok U) w K : UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR • w G' PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE 4) w Lo APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY, AND z cn co r- w "DIGSAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST [ O z Z `oob EXACT FIELD LOCATION OF UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN w w WRITING OF ANY UTILITIES INTERFERING WITH THE PROPOSED CONSTRUCTION AND -' J APPROPRIATE REMEDIAL ACTION SHALL BE TAKEN BEFORE PROCEEDING WITH THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL '` U EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN N/F ON THE PLAN. CIASULLO REALTY TRUST 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SSTTS • ASPHALT PARCEL LD 34-0103 ALL CONTROL POINTS AND BENCHMARKS NECESSARY FOR THE WORK. Z r 3. THE CONTRACTOR SHALL COORDINATE WITH THE ELECTRIC, CABLE, AND LLe o> d� S��N ol TELEPHONE COMPANIES, GAS PROVIDER, AND SALEM MUNICIPAL UTILITY 0 o Q Z3 o DEPARTMENTS TO VERIFY THE LOCATION, SIZE AND TYPE OF SAID UTILITIES PRIOR Z TO CONSTRUCTION. THE CONTRACTOR SHALL GIVE SAID U1ILITY COMPANIES p =t 6 ADVANCE NOTICE OF WHEN THE UTILITY LINES WILL BE INSTALLED. Nawwoo Q� TOW=10.3' III / RIM=15. FLORENCE INV=10.2' COORDINATE W/ UTILITY PROVIDER TO M t8.. D D D ENSURE (BRACING OR RELOCATION OF POLE TO ,ACCOMMODATE INSTALLATION PROP. UNDERGROUND STREET EXT. OF RECLAIM TANKS ELEC. CONDUIT FROM ASPHALT N a, ON-SITE UTILITY POLE N 00 TIE-IN TO PROP. RECLAIM TANK (�C,l , TO MECH. ROOM COORD. W/BLDG ARCH. o EXPECTED INV IN: 12.11' 6" DRAIN FROM TRENCH WATER & SEWER NOTES: v 9l� COOR. W/BLDG ARCH. w o U U) cj��J 7 g' EXPECTED INV OUT. 12.74 1. PROPOSED WATER AND SEWER SERVICE CONNECTIONS SHALL BE COORDINATED �' Y `� } N m 0 42, E �.,. _ : . ...# pax.° , �.HI: w' WITH THE SALEM ENGINEERING DEPARTMENT. m m m a o SANITARY SEWER LINE y S FROM BATHROOM 2. A MINIMUM OF 10 FEET CLEAR HORIZONTAL SEPARATION SHALL BE MAINTAINED w� m ui 0 0 COORD. W/BLDG ARCH - ° BETWEEN SANITARY SEWER PIPES AND WATER PIPES UNLESS CONDITIONS PREVENT 1,500 GAL RECLAIM TANK (0) r Of w a ¢ _ INV OUT: tlso' o � A LATERAL SEPARATION OF 10 FEET, IN WHICH CASE THE CONTRACTOR SHALL N Of ate„ o PROP. CAR WASH CONFORM TO NOTE N0. 4 BELOW. GG PROP. 12 LF 4" PVC F FOOTPRINT AREA: 3,918 SF jD (SDR-35) SEWER >1 >>\2� S=0.01 FT/FT S S 6" DRAIN FROM 1RENCH CONTRACTOR TO COOR. W/BLDG ARCH. 3. ALL SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR-35 UNLESScn , OTHERWISE NOTED. .Ts COORD. W/BLDG ARCH. CLEANOUT TO DETERMINE !CATER METER LOCATION IM=16.74 'a- S INV OUT 13 1 v=10.2' _ = 4. WHERE SANITARY SEWERS CROSS WATER SERVICES OR A MINIMUM OF 10 FEET o N M PROP. SAND, 1 =16.5 .• GREASE, & oIL ° .' - LATERAL SEPARATION CANNOT BE ACHIEVED, THE SEWER SHALL BE LAID AT SUCH M I v 6• ' SEPARATOR S S S ° AN ELEVATION THAT THE CROWN OF THE SEWER IS AT LEAST 18 INCHES BELOW INV IN: 11.77' PROP. THE INVERT OF THE WATER PIPE. IF THE ELEVATION OF THE SEWER CANNOT BE KIV OUT: 11.67' CLEANOUT S N VARIED TO MEET THIS REQUIREMENT, THE WATER PIPE SHALL BE RELOCATED TO ti o 'p y PRO"OLDE THIS SEPARATION OR CONSTRUCTED WITH MECHANICAL-JOINT PIPE FOR A z G PROP. 120 LF 6" PVC 3 o w (SDR-35) SEWER ° DISTANCE OF 10 FEET ON EACH SIDE OF THE SEWER. ONE FULL LENGTH OF - WATER. PIPE SHALL BE CENTERED OVER THE SEWER SO THAT BOTH JOINTS WILL m S=O.Ot FT s BE AS FAR FROM THE SEWER AS POSSIBLE. WHENEVER IT IS IMPOSSIBLE TO - o o a OBTAII'l VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE WATER PIPE AND > S PROP. SEWER MANHOLE o s PROP. UTILITY BOX RIM: 15.50' S PROP. GAS SERVICE ,, THE SEWER PIPE SHALL BE ENCASED IN CONCRETE FOR A MINIMUM DISTANCE OF w � INV IN: 10.43' (TYPE do SIZE BY 10 FEET FROM THE CROSSING POINT OF THE OTHER PIPE AS MEASURED w UJ a INV OUT: 10.33' GAS COMPANY) / N/F NORMALLY FROM ALL POINTS ALONG THE PIPE. o N �1NCR 53 CANAL PROP. 43 LF 6" PVC v, STREET LLC. 5. WATER, FIRE AND SEWER SERVICE SIZES AND LOCATIONS TO BE CONFIRMED BY (SDR-35) SEWER �, ; PROP. COPPER (TYPE K) WATER SERVICE 34-0087 THE PROJECT MEP ENGINEER PRIOR TO CONSTRUCTION. N/F CI� S=0.01 FT/FT BUILDING CONNECTION TBD BY WATER PARCEL I.D. METER LOCATION 6. WATER OR FIRE SERVICES WITH LESS THAN 5' OF COVER SHALL BE PROTECTED o SOUTH HARBOR oy ,� ,�, • . PROP. SEWER LINE TO CONNECT TO FROM FREEZING WITH INSULATION AND HEAT TRACING. z HOLDINGS LLC. �, \ PARCEL I.D. 34-0290 EXIST. sMH • ' RIM: 15.23' c INV OUT: 9.80' N o IM=14.9 ' O \`tip ❑ V-98 M J' c G WG :('*oNG:,WALK; •;: ':. ;.:.. G PROP. COPPER (TYPE K) WATER SERVICE EROSION AND SEDIMENTATION CONTROL: 0 W L HW OHW 0 N. ; . OHi?V. OHW4 OHW CONNECT TO EXIST. WATER GATE OHW OHW OHW OHW �s vcc PROP. GAS SERVICE RIM=14.26 VGC RIM=14.09' EMDPLOYED IN THE ELY D DEVELOPMENT OF PRACTICES FOR RTH SCSITE ING EROSION AND SEDIMENTATION WILL BE ZQ �, INV=14.91' TOW=10.6' RIM=15.30' � EXIST. 6 AC SEWER LATERAL S CONNECT TO EXIST. S S S S S -RECORD S INv=3.s' I v=3.9 S S CRACKED O APPROX. 10' FROM EXIST. SMH GAS GATE INV=11.0' BOTTOM=4.1' RIM=14.20,�, ^ RIM=15.22' 12" s s s - 1. THE DEVELOPMENT OF THE SITE HAS BEEN PLANNED TO MATCH EXISTING C- �J 00 -J S S REMOVE dt REPLACE UP TO CRACK IN PIPE S S S S RIM 14.53' = S p D INV=4.6' 00 J IN44.4' (PROTECT EXIST. VGC do ROAD ASPHALT)_ DRAINAGE PATTERNS TO THE EXTENT PRACTICABLE. (� H W - W W W W W INV=10.3' W W W W W Z = LLJ W � _ G G G �G G G 8" ABANDONED D G G G G G G G G 2. SEDIMENT CONTROL MEASURES WILL BE APPLIED TO CONTROL ANY SEDIMENTS = G G G G G 8" PLASTIC G G G G G G G G G THAT MAY BE PRODUCED AS A RESULT OF SITE CONSTRUCTION ACTIVITIES. m U o Q N EROSION AND DEPOSITION OF SEDIMENT WILL BE CLOSELY MONITORED DURING Q D D D D D D D D D D D D CONSTRUCTION. O Z U) J Q w CANAL STREET J � a Q 10' x 8' BOX CULVERT 3. TEMPORARY EROSION CONTROL MEASURES WILL INCLUDE, BUT NOT BE LIMITED TO, Q Z to w Q D ppD D D D - (MA. HWY. #4369) D D D D RIM=14.24 D D FILTER FABRIC SILT FENCES, SILT SOCKS, SEEDING AND MULCHING, AND SILT PARKED ON SACKS IN EXISTING CATCH BASINS. W w N TOP DEBRIS=10.4' RIM=14.9' VGC VGC PARKED ON V O bj Li.J 4. SITE DEVELOPMENT WILL NOT COMMENCE UNTIL ALL TEMPORARY EROSION CONTROL W Lrn N J M.B.T.A. M.B.T.A. MEASURES ARE IN PLACE. THESE MEASURES SHALL BE EMPLOYED UNTIL FINAL J ACTIVE LINE ACTIVE LINE PAVING AND ADEQUATE VEGETATION HAS BEEN ESTABLISHED. Q (¢ 5. THE SALEM ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST 48 HOURS _ PRIOR. TO CONSTRUCTION TO INSPECT EROSION CONTROLS TO BE IMPLEMENTED M DURING CONSTRUCTION. Z • Q Ln �- V PLAN SCALE: 1" = 20' o ' � z 0 10 20 40 z � a a' 0 PROJ. #3882 LEGEND PROP. ADA ACCESSIBLE ROUTE - - - - - - - - - EXIST. CONTOUR - - - - - EXIST. FEMA FLOOD PLAIN 7, 7(n 15 PROP. CONTOUR Q - - - PROP. FEMA FLOOD PLAIN v w N o V`. ZZ � W xFG:16.80 FINISHED GRADE ELEVATION x o g _Z 15 I x FF• 7 5 J a N .1 0 FINISHED FLOOR ELEVATION 1- U) FL:16.88: xFL•16.00 FLOW LINE OF CURB ELEVATION Z " FG:17.40 FL:-16.90 : w 0 4 Z Z � - x HP:ls.00 HIGH- POINT ELEVATION 50' Z FL- w ' - - - - M 3 �) - HIGH POINT RIDGE LINE wxoF N o D PROP. DRAIN PIPE �O = - ° � L:16.90 FL:16.80 w . D EXIST. DRAIN PIPE > Rr LL F1:16.90 ' wo' U' � wZ) c° ® EXIST. SMH Z U) w co ♦♦RR oCID � � SLAB:16.22 ® EXIST. CB O M V Z Z r. i r FL-16.90 FL:16.80 1 N/I' FG:16.78 ° FG:16.60 gETTS e CIASULLO REALTY TRUST �� PARCEL L D 34-0103 ��PG Z -1- FL•15.75 ° Q a o KW>� Q FL:15.67 FL:15.60 FG:16.60 O Y � UZ Q 40 FG:16.45 0� a �'�owwoo Qe FG:15.50 ° III I FLORENCE FG:16.40 EXIST. FEMA FLOOD PLAIN ELEV 0 10' D D D o w (15.1T oN SALEM DATUM, ; STREET EXT. EXIST. CATCH BASIN N p TO REMAIN IN PLACE � FG:15.43 FG:15.35 I RIM: 13.62' �'' o FL:15.28 '�J I PROP. CURB LINE ALONG FLORENCE ST. EXT ��4` \ TOW: 10.60' N G I I TO LATCH EG w M 15- - - - - `�' N �Q�V 15_ m o� O - °° 16 \ / o p o 16 >- Y ADA ROUTE DETAIL SCALE 1 - 10 SLAB _ � = a MATCH EG ALONG EOP "� --'. r�' �$ �'� PROP. CAR WASH - EXIST. FEMA FLOOD PLAIN ELEV 010' pill III i FOOTPRINT AREA: 3,918 SF I (15.17' ON SALEM DATUM) 0 5 10 20 MATCH EG ALONG EOP CARWASH EXIT SLAB: CARWASH ENTRY SLAB:16.22 ` 15 O �6 ` /' PROP. FEMA FLOOD PLAIN ELEV O 10' rn 5 50 ( - .1 ON SA DATUM)} �' 15 SALEMo e P, FL-15.50' 41 • P, FL16.50 •l. MATCH EG.16.00 t 6 cn / HP, FL'16.00' ADA ACCESSIBLE ROUTE ' I Z \ 6 SEE DETAIL ON THIS SHEET P. FL-16.30 - •f\ ' . N Z U 16 - O EXIST FEMA FLOOD PLAIN AE (ELEV a 10') > C BORDERING LAND SUBJECT TO FLOODING PROP. FEMA FLOOD PLAIN AE (ELEV = 10') j- (15.2' ON SALEM DATUM) w COMPENSATORY FLOOD STORAGE / ` � UJ (15.2' ON SALEM DATUM) o / N/F W CONTOUR EXISTING PROPOSED EXISTING PROPOSED VOLUME �`' ` JNCR 53 CANAL w ELEVATION AREA (SF) AREA (SF) VOLUME (CF) VOLUME (CF) CHANGE (CF) O� _ / / _ ` �s STREET LLC. 13.0 0 121 a ,� :Y ` PARCEL I.D. 34-0087 PROP. 3 WIDE CURB CUT F N/F / o t 0 77 77 SOUTH HARBOR PROP. 5' WIDE CURB CUT F 13.5 0 188 HOLDINGS LLC. o INTO EAST. LEACHING MH VIA PROP. 6P VC / PROP. 3' WIDE CURB CUT \ Z 0 155 155 PARCEL I.D. 34-0290 �3 EXIST. LEACHING MH ` _ PROP. PERFORATED DRAIN TO DISCHARGE 0 449 ) ' o �� EXIST LEACHING MH INTO EXIST. LEACHING MH VIA PROP. 6' PVC TO REMAIN IN PUCE 4 € 14.0 0 278 278 LOWER RIM ELEVATION TO`.00' HP, FL'14.70' ' 14.5 351 671 MATCH EG ALONG EOP 15 15 IIIII 840 1,888 1,048 t.l.tJ l 'S 15.0 3,572 8,295 ;... : • • Q 988 1,968 980 MATCH EG ALONG INSIDE EDGE MATCH EG ALONG MSIDE EDGE OF � V 15.2 6,445 11,475 of EXIST. CONC. SIDEWALK N � J EXIST CONC. DRIVEWAY APRON W ` TOTAL: 1,828 4,366 2,538 o MATCH EG ALONG EOP D D F- W ., Z � w � _ 0 2 U � MOQ Q 0' ZM J Q o D D D D D D D D D D D D Q a � CANAL STREET w Q Q L U o �- D D D D D D D - (MA. H�}Ul'. #4369) D D D D D D W w 0 LL■I Q Q STORM DRAIN NOTES. M.B.T.A. M.B.T.A. (ACTIVE LINE) (ACTIVE LINE) Q 1. BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY BY M AASHTO T-180D METHOD. 2. SHEETING, IF USED, SHALL BE REMOVED PRIOR TO BACKFILLING TRENCH. 3. UNSUITABLE SOIL BELOW THE INVERT SHALL BE REMOVED AND REPLACED PLAN WITH APPROVED MATERIAL AND SHALL NOT BE USED AS BACKFILL SCALE: 1" = 20' 4. UNSUITABLE MATERIALS SHALL BE REMOVED FROM BENEATH THE 0 10 20 40 Z INFILTRATION FACILITIES AND REPLACED WITH CLEAN, GRANULAR FILL 46 MEETING THE ASTM C33 SPECIFICATIONS (CONCRETE SAND). J C - co 5. CATCH BASIN AND DRAIN MANHOLE RIM SIZES MAY NOT BE ILLUSTRATED W U Z TO SCALE. Q o QZ Z � Q Z � o PROJ. #3882 • EXPANSION JOINT SEALANT - . (WHEN REQ'D) VERTICAL GRANITE CURB TACK COAT r•, r, cn BIT. CONCRETE PAVEMENT z VARIES TREATMENT VARIES P " ¢ cn 2 12" TOP COURSE (1 " MIN.) O w Z 2" BITUMINOUS SURFACE COURSE r..0 °` z 04 o 4" CEMENT " / BUILDING FACE OR 4'S ® 12" EACH WAY (MIN.) ;; z Z � w FIXED OBJECT # SLOPE VARIES >> 2.5" BITUMINOUS BINDER COURSE ^^ ll Q CURB CONCRETE (6 THICK FINISHED SURFACE �i/ TOP AND BOTTOM v v c� 7 �� �� v _ °� z IN VEHICULAR AREAS) " PREFORMED y a a o a o 0 0 0 Q w o FINISH CONCRETE EXPANSION JOINT — 111-- ~ Q PAVEMENT << 1.5% (MAX.) W.W. MESH SIDEWALK SEE PLAN 2" CLEAR oo • \ a - 12" COMPACTED GRAVEL BASE COURSE : 1.0% (MIN.) (TYP.) a ., z Q IC _ � oaPo0000 "� a � _j aN_lh O O O O O O O O O O / Lu Z v I I'I 1 2" O O O O O O O O O O < I — -- P' Z Q n T — CEMENT CONCRETE 1 w o NOTES: U (3000 PSI-TYPE 1) i N I ��� = I N I I11 - I ill - C,6 , w COMPACTED SUBGRADE co w d 1. PROVIDE EXPANSION 12" 12" COMPACTED SUBGRADE I I' -- ��� COMPACTED GRAVEL (REMOVE ANY ILLICIT FILL • w o a o - O ,-- JOINTS AT MIN. 30 FT. 2" CLEAR TOE FOOTING ENTIRE BASE MATERIAL AND REPLACE WITH z co w w O.C. WITH PRE-MOLDED PERIMETER COMPACTED SUBGRADE PAVEMENT SECTION 95% COMPACTED FILL OR OTHER z ° ; 10 JOINT FILLER. SUITABLE SOIL STABILIZATION z - 8" COMPACTED GRAVEL 2. PROVIDE CONTROIL JOINTS g" g" 12"f NOT TO SCALE GEOGRID AS SPECIFIED BY A J a ' r AR 6' O.C. 4,000 PSI MIN. COMPRESSIVE (MIN.) GEOTECHNICAL ENGINEER) CEMENT CONCRETE 3. PROVIDE BROOM FINISH IN STRENGTH CONCRETE 8 THICK. x,, U (3000 PSI-TYPE 1) DIRECTION PERPENDICULAR VERTICAL GRANITE CURB (VGC) TO CURB. CONCRETE DUMPSTER PAD NOT TO SCALE 4. CEMENT CONCRETIE SHALL NOT TO SCALE CONCRETE SIDEWALK 1 �- BE 4,000 PSI-TY;PE il. sETTs � NOT 0 SCALE co 0 �T a O O OW�� _ N Q Woo Q�0 144 PLACE CONCRETE FLOW BLOCKS AT 10' I LINEAL SPACING UPSLOPE 1 w • w CATCH BASIN GRATE N WATER FLOW of Q' AREA TO BE DOWNSLOPE FLOW FLOW CATCH BASIN o0 o cV WORK AREA PROTECTED �� -�� M • � CATCH SILT SACK GRATE w o N 0 SILT SACK cn Y cn w N PLACE CONCRETE BASIN r m c„ o BLOCKS AT 10' m m m LINEAL SPACING . . •. >W- Y o w o CONCRETE BLOCK a > l� U ck: J FILTREXX SILTSOXX PLAN VIEW EXPANSION cn o Q ¢ cn o RESTRAINT 1" REBAR FOR CONCRETE BLOCK BAG REMOVAL r'� FILTRXX SILT SOXX (12"-18" PLAN TYPICAL) OR EQUAL SECTION a °' TYPICAL SIGN WORK AREA AREA TO BE PROTECTED NOTES: TYPICAL SIGN N „ 0'� 1. INSTALL SILT SACKS IN EXISTING CATCH BASINS. INSTALL SILT SACKS IN ' NEW CATCH BASINS AFTER INSTALLATION. cn 2. GRATES TO BE PLACED OVER SILT SACKS. �, 3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM o z EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMED WHEN _ DEPTH OF SEDIMENT IS WITHIN 6" OF GRATE. " N z o » 2 DIA. STEEL POST _ o c, 2 DIA. STEEL POST F SILT SACK SEDIMENT TRAP w FILTREXX SILTSOXX SECTION (NOT TO SCALE) w UJ 0 w SILT SOCK Q s w (N.T.S.) a co co Z o z � z in Lo x BOLLARD (SEE DETAIL) rn 0 -• 4 LB/FT "U" �i CHANNEL (GALVANIZED) 4 FINISH GRADE SURFACE 1" 1 1/4" LANDSCAPED AREA e TREATMENT VARIES (All 4 W w Q \ V C) � U O to \ a' W coo .JJ M \ e a ~ (� ® 2' DIA. CONCRETE W .. Ld 4 WHITE STRIPE (TYP.) = 3 1/2" a SUPPORT W o Ln " O — ' 2' DIA. CONCRETE SUPPORT II'l Z U J = f-- n o Q a e a Q (/� o_ o aco POST SECTION � e � N.T.S. — — I ��� I ��� 0 Z V) Q a SIDEWALK i �1� I ��� Q Z w Q � U C> e OR FIN. ��SIGN e a II'I o GRADE I — _LLJ w . Lu NUT AND I ��� — I III- I��� — I ��� I — I (�� = I III — W M � L/) J LOCK WASHER FOR SIGNS FOR SIGNS .W_I SEE SIGN " VAN I IN LANDSCAPE AREAS IN PAVED AREAS Q DETAILS 5/16 MACHINE N SCREW OR BOLT ACCESSIBLE IBLE SIGN POST (f� NOT TO SCALE VAN ACCESSIBLE 18' (NP.) SPACES ONLY POST MOUNTING PARTIAL ELEVATION Z O EMPLOYEE PARKING SPACE STRIPING ACCESSIBLE PARKING SPACE SIGN U .- NOT TO SCALE NOT TO SCALE 0 _J (/) W z � . U a 0 PROJ. #3882 t ME)<lm a Typical Tank Dimensions 4" Overflow to Top Elevation Sanitary Sewer z 1" PVC Ozone Return Line II CLEANOUTFROM TO TANK-•- O N U II I r-------- ■ J U cn ZNo II 4 TEE WYE Al r O g 2 „ II i_y CONNECTION �V °- Z 4" VENT .`' ►JQ- cWn PLAN TO ROOF Z Do 6'-0" 4 t � � - --- L_ _� _._ � L__ _� � (COORDINATE W o N t _ __ �Q�O J5�`' FINISH GRADE W/ PLUMBING w zo Z N I DRAWINGS) IRR IGATION GATION BOX TO GRADE FINISH 30" RISERS w CC 0 _ 8" ACCESS 8" - O X GRADE _._��-- 1 TO A UACHEM RECOVERY • O s W W to w > � Q RY SYSTEM TWO 2 SCH 80 PVC SUCTION LINES, ONE LIINE IS A SPARE. INSTALL 2 SCH 80 W = UNIONS WITH O-RINGS FOR SERVICING OF FULL FLOW FLAPPER CHECK VALVES, NO SPRING LOADED FOOT VALVES ,a v z D W 4" PVC SCREW CAP c r. 2) LOW SAFETY LEVEL FLOAT CUT OFF, TO PROTECT THE PUMP FROM A LOW WATER SITUATION °'rV� Z Z >` W 1j 3) 1" PVC OZONE RETURN LINE TERMINATE WITH TEE SET HORIZONTALLY 18" FROM BOTTOM OF TANK Y p -� g a 4) 1" CONDUIT WITH (4) 14 GAUGE WIRES;TERMINATE IN WATER TIGHT JUNCTION BOX AQUACHEM CONTROL PANEL . . � cy 4 PVC RISER � o a.-. 4" INLET FROM a N _► °' U b a FLOOR DRAIN •° Q a XX w v a N N •a . CAST IRON TEE � Side Elevation w o W o WATER LONG BEND ySETTS ey tt'o" (Set all Tanks on Even Elevation) v LINE LL W Ozone Return Ozone Return 4 ELBOW Q li ZO 1"PVC with Tee 1"PVC with Tee �lY-� 0 Q Drain from . O O s U Sump Pit 4"P77 — _ Sewer ; ° . Y N U Z �? 0 >� ��� T°8 Water Level water Level Overflow 4" TEE WYE v NON-SHRINK ° Water Level nt PVC Tee CONNECTION Z w GROUT 8 ;,� 3-6 8 1'Noivwoo QX° W/Dronneot O t� OUTLET TO W/Drop Pipe TO LINE FROM � - 4 © U SEWER SERVICE /. X /. , HOUSE TO c� w SEE NOTE 2 ° w 6'-0° 6' 5'-4" SEPTIC TANK In MANHOLE 4'-6., 5'-0" w cn (SEE PLAN) 2'-0' 2-6" „ z'-o" 2'-6" TO TANK EXTRA HEAVY 1-6' 1-6 1'-10" CAST IRON PIPE w y „ . A SEE NOTE 4 o Tank One(Apex 1,500 Gallons Usable) Tank Two (Apex 1,500 Gallon Usable) Tank Three (Apex 1,500 Gallon Usable) )<� z m N U N EC 6" MIN. COMPACTED W o N UJI N o 12" ° CRUSHED STONE (" Y (�' } N m CLEANOUT RECLAIM TANK DETAIL „ NOT TO SCALE a M � 6 m °0 00 o Q COMPACTED (NOT TO SCALE) °° SUBGRADE }�, ��-' Y o ,.;; k• • ° . U J °00 4 �' • a O� O . o 0 0 . o o N M U Q N 0. O°�O� O o O b o O 8. o O o 0 0 8, Q o o Cp o cp� 00 O O O o. O Oo O m o o .o co o'. o CJ' o 0 0 6" PRECAST CONCRETE Q \ EXTENDED BASE 30" RISER cn I ACCESS I z INLET w SIZE D A B N z o ' 4 4 4" 4'-0"0 3'-0" 2'-6" O 04 • ; ': - • F }. DMIN. ° 5" 4'-0"0 3'-6" 3'-0" w Q ( ) N W w 6" 4'-0"0 5'-0" 4'-6" o W 5'-0"0 3'-6" 3'-0" N 3-5 COURSES CLAY BRICK FRAME AND COVER ALTERNATE TOP SLAB _ _ _ TO GRADE AS REQUIRED (3 LETTERS W " (STEEL REINFORCED FOR H-20 LOADING) 8" 6'-0"0 4'-0" 3'-6" MARKED "SEWER") 'CROSS COUNTRY UNDER PAVEMENT 1 z z !7RET COMPACTED N ': TRIC 4" LOAM & SEED ROADWAY SURFACE ECTION NOTES: T 1. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. CTION PAVEMENT SECTION 2. COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT 18" O.C. FOR THE FULL DEPTH OF THE o z , v .a SEE DETAIL STRUCTURE. UJI o 3. ALL EXTERIOR SURFACES SHALL BE GIVEN TWO COATS OF BITUMINOUS WATERPROOFING MATERIAL. Z NOTE: ° < � 4. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PERFORMED BUM RUBBER. Q 1. OUTLET INVERT IS A MINIMUM 0.10' a A 80 )� STRUCTURAL BACKFILL COMPACTED 5. STANDARD SEWER MANHOLE FRAME AND COVER SHALL BE SET IN FULL MORTAR BED. ADJUST TO -� U LOWER THAN INLET INVERT. y 4 N Q �� TO 95% IN 12" MAX. LIFTS (TYPE A3) GRADE WITH CLAY BRICK AND MORTAR (2 BRICK COURSES TYPICALLY, 5 BRICK COURSES MAX). 0- W � J 3 6. STRUCTURE TO BE LOCATED OUTSIDE OF BUILDING WHERE POSSIBLE, COVER TO HAVE A CENTER N °r TABLE AT O W •4 PIPE DIAMETER _ HOLE. W o Z z SAND CUSHION (TYPE A1) 7. GAS, SAND & OIL SEPARATOR CONSTRUCTION SHALL CONFORM TO 248 CMR: BOARD OF STATE W = (_ EXAMINERS OF PLUMBERS AND GAS FITTERS FUEL GAS AND PLUMBING CODE AND APPLICABLE TOWN U j PRECAST RING SECTION (All M o < FRAME AND COVER NOTE: PIPE OF DANVERS REGULATIONS. Q WITH OPENING FOR 8. THE STRUCTURE SHALL BE SO LOCATED AND CONSTRUCTED THAT SURFACE WATER SHALL BE � Z _I ¢ w LEVEL DRAIN PIPE 9" MIN. (EACH SIDE) Q 1. FRAME SHALL BE EJ EXCLUDED. 1246Z FRAME PRODUCT 9. INLET PIPE SHALL BE AT LEAST FOUR INCHES ABOVE NORMAL WATER LINE. Q Z cn w Q No. 0124611 AND COVER CEMENT CONCRETE OR SHORING �-- GRANULAR FILL PASSING 1/2" AND 10. WHERE SUBJECT TO FROST OR CRUSHING CONDITIONS, OUTLET SHALL BE AT LEAST THREE FEET M Q 1 a U SHALL BE EJ 1248A ° PRECAST SECTIONAL PLATE AS REQUIRED RETAINED ON N0. 4 SIEVE (TYPE A2) BELOW THE SURFACE. W V No COVER PRODUCT No. 6" (SEE NOTE) 11. THE GSO MUST BE FILLED WITH CLEAN WATER BEFORE USING AND AFTER BEING EMPTIED FOR " .- w W 0124825 OR APPROVED •: ° , a• . 6„ PERIODIC CLEANING. W W Q J EQUIVALENT. N 12. ALL OIL AND GASOLINE MUST BE REMOVED BEFORE CLEANING OUT THE BASIN AND MUST NOT BE � .� Q , DISCHARGED INTO THE SEWER THROUGH OTHER FIXTURES. Q (n 4 • • 12" COMPACTED CRUSHED IN EARTH 12" 13. SPECIFICAl10NS FOR COVERING SPECIAL CASES OR CONDITIONS SHALL BE APPROVED BY THE LOCAL �1J STONE BASE � AUTHORITIES. t- N -48 — I I=III-III- 14. BOTH VENTS SHALL BE EXTENDED INDEPENDENTLY 15" ABOVE THE ROOF OR AS APPROVED BY THE N =III--III_ =I ( I-III—I IN LEDGE LOCAL AUTHORITIES. USE TYPE S1 SUBSOIL FOR 6" PRECAST CONCRETE SUBSOIL NOTE: REMOVE AND REPLACE OF 15. ALL PIPING AND VENT MATERIAL TO BE EXTRA HEAVY CAST IRON OR DUCTILE IRON. EXTENDED BASE EXISTING SUBSOIL SUBSOILS TO BE INSPECTED PRIOR TO UNSUITABLE SOIL MATERIALS 3' MIN. OR D+2' INSTALLATION OF ALL STRUCTURES. IF WHICHEVER IS GREATER UNCOMPACTED FILL OR UNSUITABLE SAND, OIL_. & GAS SEPARATOR SOIL IS PRESENT IT SHALL BE NOTE: USE SAND BEDDING FOR WATER REMOVED TO UNDISTURBED NATIVE AND FIRE SERVICE INSTALLATION. NOT TO SCALE TYPICAL SEWER MANHOLE SOIL AND REPLACED WITH STRUCTURAL (NOT TO SCALE) FILL COMPACTED TO 95% R.C. UTILITY TRENCH DETAIL NOT TO SCALE U (n N In � < o (n W z O � � V o PROJ. #3882 I p .................. a I........ ......... a :4 d. a I 1 4 r:r: a a r a r ......... a::;: : - :.;:.:.. . .:.. .: ::::*:.. .:: :::::,::::..- .::.:::::,r q a p d r a :.:: :::::�:::::.::::::..:: . .:.:a d a a.. ......... p. a a d.: :....:::: : ;:,:::!.:::..-:.: :.:� : :.: :-::::.-:::;. ; ��.:.,:: : : -:: :::F a I I:::::; : :� . ,.:: :p a Z ............. b 1 a a .......... ":;*;:;::::;::;:;::::: :�::::;::,:: ::.-NOTES ;;' ...................... ............... .......................................... ......... .................... .........m%�:.................... .............I.I....-............... ................. .................................................... .................................... PLANT SCHEDULE - Canal Street Carwash - Salem 'Ca' rw: a's' 'h .............. .......... .......... I FURNISH AND INSTALL PLANTS AS SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR QUANTI_FY OF LANT LIST QUANTITIES SHRUBS GRAPHICALLY SHOWN ON PLANS. IF THERE IS A DISCREPANCY BETWEEN P AND GRAPHICS, THE GRAPHIC SHALL TAKE PRECEDENCE. �QuantityTBotanical Name Common Name Size/Form Remarks 51 Canal Street 2. PRIOR TO THE START OF EXCAVATION FOR THE PROJECT BOTH ON AND OF THE SITE, THE CONTRACTOR I Deciduous Trees: 'Perennials and Grasses Salem, MA SHALL NOTIFY DIGSAFE AND BE PROVIDED A DIGSAFE NUMBER INDICATING THAT EXISTING UTILITIES I Acer rubrUill 'October Glory' October Glory Red Maple 3.5-41" Cal. B&B, Full, Symmetrical, High Branched 14 Hemerocallis x'Pardon Me' Pardon Me Daylily 1 Gal. Container HAVE BEEN LOCATED AND MARKED. I Platanus acerifolia 'Bloo(igood' Bloodgood Planetree 3.5-4" Cal. B&B, Full,Symmetrical,High Branched 25 Hernerocallis x'Stella de Oro' Stella D'Oro Daylily 1 Gal, Container 3. CONTRACTOR SHALL BEGIN 90 DAY MAINTENANCE PERIOD IMMEDIATELY UPON PLANTING AND WILL CONTINUE UNTIL FINAL ACCEPTANCE. 5 QUercus palustris 'Green Pillar' Fastigiate Pin Oak 3.5-4" Cal. B&B, Full,Symmetrical, High Branched 9 Hosta 'Big Daddy' Big Daddy Hosta 1 Gal. Container 4. CONTRACTOR SHALL VERIFY TREE REMOVALS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION Hosta Trancee' Variegated Hosta 1 Gal. Container START. 1Srnall Ornamental Trees 12 Liriope muscari'Variegata' Variegated LilytUrf 1 Gal. Container 5. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING FOUNDATIONS, STRUCTURES, 1 6 Nepeta x faassenii 'Walker's Low' Walker's Low Catmint 1 Gal. Container AND PLANTING BEDS. 1 Cornus k0LIsa Kousa Dogwood 6-8' Ht. B&B, Full, Multi-trunk Owner i 16 Penniseturn alopecuroides. Fountain Grass I Gal. Container 6. MAXIMUM SLOPE WITHIN DISTURBED AREAS SHALL NOT EXCEED 3:1, UNLESS OTHERWISE NOTED. 7. PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISH GRADE AS TO ORIGINAL GRADES BEFORE !shrubs: DIGGING. 23 Cornus alba 'Sibirica' Recltwig Dogwood 30'1-3611 Ht Container Salem Carwash LLC 8. PLANT MATERIALS SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY "THE AMERICAN STANDARD 9 Fothergilla gardenii 'Mount Airy' Mount Airy Fothergilla 18-24" Ht. Container P.O. Box 554 FOR NURSERY STOCK", PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. Westerly, RI 0 891 1 5 Hydrangea macrophylla 'All Summer Beauty' All Summer Beauty Hydrangea 24-30" Ht. Container 9. PLANTS TO BE BALLED IN BURLAP OR CONTAINERIZED. 10.MULCH FOR PLANTED AREAS TO BE AGED PINE BARK: PARTIALLY DECOMPOSED, DARK BROWN IN COLOR 9 Ilex crenata 'Compacta' CompactJapanese Holly 18-24 Ht. Container AND FREE OF WOOD CHIPS THICKER THAN 1/4 INCH. 9 Ilex x meserveae 'Blue Maid' Blue Maid Holly 30"-36" Ht Container 11.PLANTING SOIL MIX: LOAM THOROUGHLY INCORPORATED WITH ROTTED MANURE PROPORTIONED 5 C.Y. 29 JUnipenis horizontalis 'Bar Harbor' Bar HarborJuniper. 18-24"Spir. container TO 1 C.Y. OR EQUIVALENT. USE OF PEAT MOSS IS PROHIBITED. 31 Leucothoe fontanesiana 'Girard's Rainbow' Rainbow LeUcothoe 18-24" Ht. Container 12.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE PLANT MATERIALS FOR ONE (1) FULL YEAR FROM DATE OF ACCEPTANCE. REQUEST THE LANDSCAPE ARCHITECT PROVIDE A WRITTEN LETTER OF ACCEPTANCE UPON 1 Physocarpus opulifoliumDiabolo' Ninebark 30"-36" Ht. container COMPLETION OF EACH PHASE. 3 Rhododendron 'Chionoides' Chionoides Rhododendron 24-30" Ht. B&B Landscape Architect 13.PLANT MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT, AT THE NURSERY, 20 Rhus aromatica 'Gro-Low' Gro-Low Sumac 12-18" Ht. Container AND AT THE SITE. 5 Spiraea japonica 'Shirobana' Shirobana Spirea 12-18" Ht. Container 141ANDSCAPE ARCHITECT TO FLAG TREES TO BE TRANSPLANTED PRIOR TO CONSTRUCTION START. 15.AREAS OF THE SITE WHICH HAVE BEEN DISTURBED AND NOT OTHERWISE DEVELOPED SHALL BE LOAMED 1.Taxus CUspiclata 'Capitata' Cap Yew 30"-36" Ht. B&B 12 TaXLIS x media 'Greenwave' Greenwave Yew 12-18" Ht. B&B WITH TOPSOIL TO A MINIMUM DEPTH OF 6", AND SEEDED WITH A MIX CONSISTING OF 40% PERENNIAL RYE -j'Minuet-Weigela 112-18" Ht. I container IYAS[iLL0 RF,.4..TTY TRb1:'_;'T GRASS; 30% CHEWINGS FESCUE; 30% KENTUCKY BLUEGRASS. 8 Weigela florida 'Minuet' N/F 16.SCREENED IMAGES SHOW EXISTING CONDITIONS. WHERE EXISTING CONDITIONS LIE UNDER OR ARE APCEL I-D 34--OMS' IMPINGED UPON BY PROPOSED BUILDINGS AND/CiR SITE ELEMENTS, THE EXISTING CONDITION WILL BE REMOVED, ABANDONDED AND/OR CAPPED OR DEMOLISHED AS REQUIRED 17.THERE SHALL BE NO SUBSTITUTION OF PLANT SPECIES WITHOUT AUTHORIZATION BY THE LANDSCAPE Radner Design Associates, Inc. ARCHITECT.: ... ............. ....... ...................... ................. .......... ..... ....... 18.NO PLANTING SHALL BE INSTALLED BEFORE ACCEPTANCE OF ROUGH GRADING. ........... .............. ..... . ...... ............ .. ................... ::945 Concord Street, Suite 100 "­ ................ .... ..... ........... ......................... .. ............ ....... . . . ... Fr�mlngham, MA 01701:;... 19.PLANTS TO BE THOROUGHLY WATERED AFTER INSTALLATION, AT LEAST TWICE WITHIN THE FIRST ............. ................. HOURS. ..................... . .................. ...... ......... .6144 1508.736 ........................ ...................... . ................ ....... www.RadnerDesign com:*: ........ .. .......... ............. .... ......... .. ....... ............. ...... ...... ........... . .... .... .......... .................. i��Qlgeft�rig DogwooJ) ......... ............... ............. ........ ..... . ............. ............. .............. 14 Stella ............ ...................... .............. .......... ............... ............. ............. ...... ....... ............ .......... .. .. .. .... ... ... NEW ENGLAND WEILAND PLANTS, INC 820 WEST STREET, AMHERST, mA 01002 15/Gro-LowTuniac) I/Bloodizood Planetree) PHONE:413-548-8000 FAX 413-549-4000 Fother illi CRUSHED STONE EMAIL: INFO@NEWP.COM WEB ADDRESS: WWW.NEWP.COM SURFACE (TYP.) I Ca Yew New England Erosion Contro I/Resto ration Mix For Detention Basins and Moist Sites Botanical Name Common Name Indicator OlBig Daddy lost, .......... ................. .................................................... ....... Elvinus ripai Riverbank Wild Rye FACW ............. B .......... ... ........ Inc Horry)(12/VriegitedL11 rt ... ............. ............. . .............. ................. ........... ............ .......... .......... Schizachyrizin?scoparium Little Bluestern FACU. �!��-153/Mount Airy Fothergil% a mint M'nuet=eiela ainbow Leucot' '170tri ... ..... Festuca nibra Red Fescue 7__ 0-7-7- Mount We Maid Hol . ....... 'FACLI ....... Blue Mal 3 ............. "oo, �:o An e TAC r1ropogon a rardii Big Bluestern FAC Pani6uni v� tain Switch Grass LAWN,. % Vernonia noveboracensis New York Ironweed FACW+ ....... .............. -7— ...... Chionoides Rhododendroll Upland Bentgrass FACU arboi . . . ............ ............. A ... .... ..... Bidensfrontlo et S Beggar Ticks FACW G 17stella IT . . .... ir on Me Dayli LAWN ..... ...... .. ....... .... ...... ..... fountain E,ulmiorittin inacidatum (E�utrochiuin maculettinn) Spotted Joe Pye Weed OBIL ............. ............. ....... .............. . ..... .......... ............ ....... .. ............ ...... ........... Etpatorium peijbliatzan Boneset FACW I/Ko sa Dogwood ...... .............. ........ .......................... .......... ... ...... .... ...:... ........... ...... ... ... ........................ ................... ........ novae Astei -ai7gliae,(S�i�iiip�iyotrichiinz novae-anglia New England Aster FACW- . .......... Manie).��i!: i ........ ber Glo 4?-ed . ... .. FACW .......... ......... 3/Bar Earl ....................... ..:,: ............... F ... ... .................... .................................. .......... ... ........ 71 LLG:- All Surniner Beatity Hydran'ggo ...... .......... ........... Terintis Wool Grass P"s C S0'r ......... .. ........... -,0087: ...... .......... LOAM AND SEED WITH NEW [Jin Its Soft Rush FACW+ ...... ........... ............................. ............ ...... ...........a ........... . . . ........... .'LOAM AND SEED WITH NEW :, ........ ......... ENGLAND EROSION ........ ....... ................. ....... ...................... .. . ..... ...... .... . ..... ENGLAND EROSION CONTROL/RESTORATION MIX Revision PRICE PER LB. MIN. QUANITY 3 LBS. TOTAL: $111.00 APPLY: 35 LBS/ACRE�:1250 sq ft/lb $37.00 ............... ............... The New England Erosion tontrol/Restoration Mix for Detention Basins and Moist Sites contains a selection of natfive-grasses and I lvcjr S:,:. ...... . . . ..... .. . . .. CONTROL/RESTORATION MIX ............... ...... .... ... .... ..... ... ... ................. .............. ...... .... ...................wildflowers designed to colonize generally moist, recently disturbed sites where quick growth of vegetation is desired to stabilize the soil ...... 0290:: ..... ........ F ............. ... ............... .......... .... . .. ..... ........ ............... tigiat�n 0111) .............................................. .......................... ......... -term establishme t of . ..........surface. It is an appropriate seed mix for ecologically sensitive restorations that require stabilization,as well as long n ......... ....... '000�� ...... 000, ................................................. ................... ....... ... ........ ............. .......... ...... .... ............. ....... M r native vegetation.This mix i particularly appropriate for detention basins that do not hold standing water. Many of the plants n this mix .... N .: - s .. .... ...... ................. Drawn: ,: .......... . ..... ...... ...... . ...... ............. ..... ..... c tolerate infrequent inundation, but not constant flo ding.The mix ay be applied by hand, by me hanical spre6de or by hydr' ... ....... see der.After sowing, lightly rake, roll or cultipack to insure good seed-to-soil contact. Best results are obtained with a Spr ng or late Summer seeding. Late Fall and Winter dormant*seeding requires an increase in the application rate. A light mulching of clean, weed-free ............ ........... straw is recommended .... .... .. ....... ... . ......... ...... .......... ... ... .. ... 0 M .......... ............. ........ S 201 0 11... New England Wetland Plants, Inc. may modify seed mixes at any time depending upon seed availability.The design criteria and ecological function ofthe ....... ... ...... .... .... ca e ........... ...... ..... ....... . ..... .. w Sumc) ........... Gro mix will remain unchanged. Price is$/bulk pound, FOB warehouse, Plus SH and applicable taxes. -Lo ........ 9 Corn act Ja)ane .......... .......... ................ 3 Rainbow Leucothoe /Redtw ............ ig Do ............. .. .......... ....... .. ......... ........... ...................... ........ nbow.Leucotlio 7. Z5 edtwi D o Too — 'p; .......... .. ........ ........... ............... .............................. ... .... ....... EXISTING:TREETO:REMAIN !: .......... .................... .. .. ...... .... ...... . ..... . ........................ .............. .... ................ ................ .. ......... ........................... ....... .............. of .......... .. 0 :::' 2 40' .......... ......... ... ... .... .... .. ......................... . . ......... . . .................... ........ ............ ....... .......... ...... ................ ...... .... ...... ...... ....... .............. .. ...... ............... ...... ..... ... ......... NORTH .......... WRAP-SHALL NOT BE USED WATERING:SAUCER StiALL-BE:FIOM-VM:::.::::::!::'::::p :'::::::':::.:::RAISE AND REPLANT:ANY SHRUBS WHICH E:SHALL BE SET PLUMB DURING THE FIRST 24 HOURS AFTER PLANTING .............. %,00e L.�� ...... ........................................ EXCAVATE TO REQUIRED DEPTH 7 (A� . . . MORE THAN:1.INCHES AFTER.PLANTING & WATERING:IN: . ... .. WATERING SAUCER SHALL BE FLOODED TWICE ....... �SHLL BE.SET,PWM8*:: CTTVE: ............. :AND BACKFILL WITH PLANTING MIX:: ........... . .. ...... .... . ... . .. .. ... :SHRUBS SHALL BESET PLUMB..................... :;s .................. RAISE AND REPLANT heet Name::**. :::DURING 'ME FIRST 24 HOURS AFTER PLANTING :7�: ...... ...... . ................ ....... ..........:­:: :.::::: :::::::;::: ................. ... . ... .. . ..... . DO NOT CUT LEADER.::: ANY SHRUBS WHICH SETTLE: .................... I. ::::I I .. . ...... .. 1_3 INCHES AGED.PINE BARK:MULCH WATER BY FLOODING'TWICE:IN FIRST TWO ....................... s :'MORE THAN 3 INCHESAFTER PLANTING AND WATERING IN ................. . ...... ::::::-AFTER,PLANTING.: WATER & MAINTAINAS PER:::::::::;::::::::: --:... .................... .. .... PULL:MULCH:AWAY 'TREESHALL BE PLANTED.SO THAT CROWN IS 3.INCHES :::::STANDARD SPECIFICATIONS: ...................................... .... .. ......... ....... : _... . .... I ­: ti gT1 VM TRUNK..OF.TREE')'::;:':;:::**::::':;*::;'.:'::* ....... :'WATER BY FLOODING TWICE IN FIRST 1*6 HOURS an n a n­ ................. . ...... .. ABOVE FINISHED GRADE AFTER SETTLEMENT� ....... .. ....... AFTER PLANTING. WATER & MAINTAIN.AS PER.......... .... ........... ...... . .......... ........... .............. 'SHRUB SHALL'OE PLANTED SO:THAT CRON: ................................. ....... .!!.:: -:.: :­::­r;::: - . . :. :: - STANDARD SPECIFICATIONS.......... . ...... .: IS 2 INCH MIN.: ABOVE:FINISHED GRADE EXCAVATE:T0 REQUIRED DEPTH BACKFILL........ . ..... AFTER SETTLE -.:.:AND BACKIFILLANITH'PLANITING:MIX ..... .::. .. . .......... .... .. .... .... 2 'S INCHES AGED PINE BARK.MULCH:(PULL MULCH AWAY �. REE SHALL BE PLANTED SO .......... .......... ...... ....... .... .. ............ ................. .............. ....... ........... ......... . ........................ SPACING VARIES ..... ;!CROWN OF PLANT TO BE2 INCHES MIN. ABOVE ........... ... ....... SEE GRADE AFTER SETTLING FROM TRUNK OF TREE) THAT CROWN IS 3 INCHES I .... .. .... ........................ INCH DEPTHIAGED PINE BARK MULCH PULL ........... ......... ...... .............. N FINISHED GRADE:AFTER PLANS.OR OTES BACKFILL MIX PER SPECIAL PROVISIONS 3 INCH H HIGH.EART SETTLEMEN WATERING SAUCER POUND TREE.PIT::: AWAY FROM BASE OF;SHRUB) '3 INCH HIGH EAR BACKFILL: MIX PER. SPECIAL:PROVISIONS —3 INCH DEPTH AGED PINE BARK MULCH �PULL TH WATERING SAUCER AROUND TREE PIT. ... ... RDA P ro'e ct:: No .......... ..... ... .. . ... .............. . 3 fNCH:HIGH EARTH�.WATERING.SAUCER AWAY FROM BASE OF.SHRUB): /��v BUCAPAEFORE.OXMI.DN CUT ROLL BACK 1/3 OF BURLAP BEFORE BACKFIIING.::::. : '' CUT& ROLL:BACK:I .......... 'PIT;:: ........ ........ 'COMPLETELY..REMOVE�SYNTHETIC BURLAP:& LACING:: ....... COMPLETELY REMOVE SYNTHETIC BURLAP & LACING AROUND. 9 13 ........... .. .. ................. ... .... 3 INCH HIGH EARTH WATERING SAUCER ............. .. . .. ............... ...... .......... ...... .. ........... ... ...................... _TTT_ ............. AROUND PLANTING BED '-- MPLETELY,.REM 6 INCHES BACKFILL MIX PER SPECIAL PROMS16NS ........ OVE SYNTHETIC BURLAP Issue :Date:. AND ............ ........ BELOW 7—1 6 INCHES: 771 NG. FOR,CONTAINERIZED PLANTS, REMOVE::,,' ............... . CONTAINER PRIOR . . . ..... ROOTBALL ROOTBALL ........ BELOW 150M O.PLANING: ..... . ROCTBALL SHALL BE PLACED ON::::*:.:;::p .......... REMOVE PLANT FROM CONTAINER EVEN:.: ............. ..... ... .:::::::UNDISTURBED SUBGRADE:"; -:::'IF 'PLANTABLE CONTAINER'. SCORE SID -UNDISTURB ROOTBALL:SHALL BE.PLACED ON::':::!:::: :'BELOW .......... 10/3 1/19 ROOTBAILL�: :: ....... ED.SUBGRADE:; ....... ....... .............. ROOTBALL::;::, ............ ES .............. UNDISTURBED SUBGRADE�:::,::::*::::'::::::::' ........ OR�CRAUED ROOTBALLS WILL NOT BE' N A D BOTTOM OF ROOT SALL TO LOOSEN.. ........ ........ :::RdOTBALL,:.. ....... ... .................. ....... ........ �::::::'ACCEPTE[) FOR PLANTING :.: : !::::�: --:::::.-*:- .: .. . I , :.:.:,.::::........................... ROOTS: L DIAMETER.: ....... . ..... : , OOTBAL .. ................. ............... ....... S he t No :;:::: .::::........ . ......... ... ....... e IVALL DIAW ER UNDISTURBED SUBGRADC ........... ... ... ............ ... .... . .... ...... PE EN :PLAN TIN G:'­::� ... .. -PLAN !���r77��'EVERGREEN­TREE RUB:::PLANTING L DECIDUOUS TREE: PLAN TIN NIAL:` .......... .......... .............. ... ........... T L 1 NOT TO SCALE NOT TO SCALE SCALE: 7. ........ .......... ....................... ........ :Drawings and Designs@ 2019 Radne� Design:Assoclote :1 s. nc., ............ ... .................... ....... ........... ............... .... ... ..... ........ ............ .......... ................ ..................... .............. . . ........ ... .. ...... ................. ............. ... ....... .................... :!:: . .:: ........................ ...... ...... .......................... ......... .... ...... Carwash - 51 Canal Street Salem, MA Luminaire Schedule Owner Tag Qty Label Arrangement LLF Description Lum. Watts Lum. Lumens VPS 60L T4 1 VPS-60L-136-4K7-4 SINGLE 0.900 VPS-60L-136-4K7-4 135.583 15086 VPS 60L T5R 2 VP-S-60L-136-4K7-5R SINGLE 0.900 VPS-60L-136-4K7-5R 135.639 15467 Salem Ca rwa s h LLC VPS 60L T3 BC 3 VP-S-60L-136-4K7-3-BC SINGLE 0.900 VP-S-60L-136-4K7-3-BC 133.427 10544 P.O. BOX 554 till I Westerly, RI 02891 I . - Landscape Architect v rn NIP CIASULLO REALTY TRUST PARCEL L D 34-0103 z Radner Design Associates, Inc. j 945 Concord Street, Suite 100 Framingham, MA 01701 O � 508.736.6144 www.RadnerDesign.com i 0 .0 0 . 0 0 . 0 0 . 0 ��' 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0N" LIGHT POLE ELEVATION . *0 . '0 . + + a,A. �'.Aqna 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 0 - • a� 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 SCALE: 1 4 =1 -0 � � :. + + + + + + + + + + + + + + + + + + + + + + + + + + + + p f tip- •" sky,., x 0 . 0 0 . 0 0 . 0 0 . 1 :52� Q;` _ 0 . 0 0 . 0 0. 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 Q, 2� .2 0 . 2 0 . 2_ 0 ' E + + + + + + + + + + + + + + + + + + + + + 0 . 0 0 . 0 0 . 0 0 . 0 0 . .2 A. 4 0 . 4 0 . 2 0 . 0 0 . 0 0 . 3 0 . 0 . 5 0 . 6 0 . 5 0 . 5 0 . 0 . 5 0 . 0 . 1 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 +0 . a +0 • + 1 . 6 1 .2 0 . 0 . 2 0 . 0 0 / 0 . 0 0 . 1 0 . + . 4 0 . 6 1 .3 2 . 5 +1 . 7 + + \ 0 . 6 1 . 4 2 . 9 4 . 0 4 . 9 6 . 9 3 . 3 2 . 3 1 . 4 0 . 0 .2 0 . 0 0 . 0 0 . 1 0 4 1 . 0 /+/. 0 3 . 9 3 . 1 3 . 0 0 . 7 +l . 7 +3 . + 5 +5 . 1 3 8 2 Q 0 . 0 . 2 0 . 0 / VPS 60L T3 BC + + + + or1, + + + + + + + + + + + + + + + + + + + + + N DATE: 10 2419 I LOCATION: SALEM MA oy 0 . 0 0 . 1 0 . l .2 2 1 3 .5 5 1 4 1 . 3 . 7 0 . 4 0 : 9 2 .0 3 . 4 5 .3 0 . 1 5 . 3 3 .5 2 . 2 1 . 5 2 . 0 4 . 4 5 . 8 10 . 1 . 2 � . 3 5 2 2 0 . 0 . 1 0 . 0 x VPS 0L T VPS L T5 s • ""'9" r•"°'" "°• �•°""°'°9Y TYPE: I PROJECT. CANAL ST CAR WASH \0. 0 +0 . 0 0 . 1? 2 1 4 . 2 +5 • 5 . 7--'��4�. 1 2 +1 .2 10 . 9 +1 . 4 12 . 7 3 . 9 +6 . 4 �7 .0 +6 . 4 4 . 0 +2 . 9 1 . 9 +2 .3 4 . 3 +5 + 4A . �7 . 3 5 1 +2 1 +0 . 0 . 1 b . 0 CATALOG u f VPS 60L T5R VIPER +0 . 0 Z0/. 0 0 . 3 2 . 9 5 . 3 5 . 8 +3 . 9 2 .2 +1 . 3 +1 . 1 +1 . 4 1 . 8 +2 . 6 +2 . 8 3 . 6 2 . 8 2 . 6 +2 . 0 +1 . 8 +2 .2 +3 . . 0 . 2 9 . 1 4 . 6 3 . 5 +2 . 0 +0 +0 . 1 0 . 0 SMALL VIPER LUMINAIRE STRIKE c, �% FEATURES + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Ar/ F L� 0 0 . 0 0 .2 0 . . 0 3 . 5 3 . 5 3 . 4 2 . 5 1 . 6 1 . 1 0 . 8 0 . 7 0 . 8 0 . 8 0 . 8 0 . 8 0 . 9 0 . 8 1 . 1 1 . 7 3 .0 4 . , 4 4 . l 3 . 1 1 . 7 0 . 0 . 1 0 . 0 JNCR ' 3 C'ANAL • Small size companion to Viper Large • Wide choice of different LED wattage configurations *0 + 10 . + + + + + + + + + + + + + + + + + + + + + + + + PARCEL 1.D. 34-OOP;7 xYx �' 0 0 . 0 0 . 1 0 . 5 2 . 8 2 . 3 1 . 8 1 . 6 1 . 9 1 . 6 1 . 5 1 .5 1 . 6 1 . 1 1 . 2 1 .3 1 . 4 2 . 1 2 .2 2 . 7 3 . 1 3 . 6 2 . 7 1 . 8 1 . 4 1 . 1 0 . + +0 . 1 0 . 0 • mine optical distributions f ;� NIE • Designed to replace HID righting up to 40OW MH or HPS y"� SOUTH OUTH HARBOR Revision: °,< HOLDINGS LLC. + + + + + + + + + + + + + + + + + + + + + + + + + • Suitable for wet locations 0 . 0 0 . 2 0 . .2 1 . 4 1 .2 8 2 . 8 3 . 7 4 .7 5 . 4 4 . 5 3 . 5 2 . 5 1 . 8 1 . 9 2 . 9 3 . 8 5 . 3 5 . 8 3 4 . 1 . 8 1 . 6 0 . 8 0 . 6 0 . 0 . 1 0 . 0 PARCIFf, I.D. 34-0290 + + + + + + + + + + + + + + + + + + + + + ° + + + + + + S 0 . 0 0 . 1 0 . 4 0 `� . 6 0 7 ° 2 . 7 3 . 8 5 . 9 8 . 4 5 . 7 3 . 6 2 . 5 1 . 5 1 . 6 2 . 7 3 . 9 6. 0 8 . 4 5 . 9 1 . 1 0 . 4 0 .2 0 2 0 . 1 0 . 0 Drawn: mr WM 7bT MRpYib RV PS CP US ��•- ,� \ S 60L T3 BC VPS 60L T3 BC •3000KerdwertnerCCrsori/ rOp: as + + + + + + + + + + + + + + + + + + + + + + +� + �v 0 .0 0 .2 0 .3 0 . 3 0 .3 Q .5 0 . 9 1 . 3 1 . 2 . 0 1 2 1 .2 0 . 8 0 .5 0 . 5 0 7 0 9 0 . 8 o - ] 9 0 . 9 0 . 6_ _.r _ RELATED PRODUCTS 1 __. __ .._.__-_-__....._. _. __... ......... _ .._. ..__ _-_ t �.._.-_,..-,. ...Q.__.._ � -^ -_ CONTROL TECHNOLOGY BVioerl.arge 'o, �OFiv'l FOHW + --OHW 01-lW OE{W.. 6iiW OI.IW- -C �---OHW nH1J ---0} 01 OHJ� OWN' `-r'J OIIW -OHW OHiY 6FiW O+W ��y o 0 . 0 10 . 1 0 . 1 0 . r-='o-1=+o-:o-`^ + + + �o -+o. 0:0 --0 0=+0 ©_-0:1=0-:1-+0- =+0 =a = --o o=+o;o-+o :o�+o.,...o--s+a �ia� o`o-. o �r_ 11 1�/1 INTELUGENCE wl'SCAP�" energf,snt. SLte5t nr oScale: 1 20 -� 0 . 0 0 . 1 0. 1 0 . 0 0 . 0 0 .0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 SPECIFICATIONS CONSTRUCTION ELECTRICAL project requirements vary from standard F z +O . o +O • O O• O 0 • 0 • Manufactured with die cast aluminum • Luminafre accepts 100V through 27N 347V configuration 7 M • Coaled with a polyester finish that meets or 480V Input 50 Hz to 60 Hz(UNV) . Available with Energenf for optional set =;z ASTM B1V corrosion test requirements and Power factor is 2.90 at full load dimming,timed dimming with simple delay, ASTM D522 cracking and loss of adhesion or timed dimming based on time of night �' 2�' 40� test requirements Dimming drivers are standard,but must contact factory to request wiring leads for in addition,Viper can be specified with - • IFS polyester powder-coat electrostatically purpose of external dimming controls SfteSync"wireless control system for y� applied and thermocured.IFS finish consists Com onent-to tom onent wiring within the reduction in energy and maintenance costs of a five stage pretreatment regimen with a P P 9 while optimfzfng light quality 24f7 `' 1 polymer primer sealer and top coated with luminaire may carry no more than 80%of a thermoset super sealer a polyester powder rated load and Is certified UL for use at X by CERTIFICATIONS x`coat finish 600VAC at 90•C or higher • DLC®(DesfgnLights Consortium) NORTH • finish meets the AAMA 2604 Plug disconnects are certified by UL for use Qualified.Please refer to the DLC The he fins once s ecificatton which includes at 600 VAC,13A or higher.13A rating applies website for specific product qualifications M'*B.T.A. perpassinga3,000-hour salt spray test for toprimary(AC)sideonly at wvvw.desionlfahts.oro (ACTIVE LINE) (ACTIVE LINE) corrosion resistance and resists cracking or Fixture electrical compartment contains all • Certified to UL 1598 and UL 8750 loss of adhesion per ASTM D522 and resists LED driver components and a push-button . 3G rated for ANSI C136.31 high vibration Sheet Name: surface Impacts of up to 160Inch-pounds terminal block for AC power connections applications with MAF mounting• External hardware is corrosion resistant Optional 7-pfn ANSI C136.41-2013 Twist- IDA approved Site Lighting lock®photo control receptacle available. Plan OPTICS Compatible with ANSI C136.41 external • This product is approved by the Florida • cartridge is held together with internal brass wireless control devices Fish and Wildlife Conservation Commission. standoffs soldered to the board so that it Separate spec available online can be field replaced as a one-piece optical Ambient operating temperature-40`C to 25`C WARRANTY RDA Project No. : system • Surge protection:20kA • 5 year warranty • One-piece silicone gasket ensures a Lifeshteld"Circuit(seeElecirf(-alDaia) weatherproof seal around each Individual • See H!_I Commercial and Industrial Outdoor optic CONTROLS L!gt#rtq Warra - 13 nty_for additional Information 9 • One-piece optical cartridgesystem • Available with an optional passive infrared • p y (PIR)motion sensorcapable ofdetecting consfsting of an LED engine,optics,gasket KEY DATA' and stainless steel bezel motion 360'around the luminaire.When no motion is detected for the specified time, Lumen Range, 5400-16,216 INSTALLATION the motion response system reduces the Wattage`Range 55-136 Issue Date: • Mounting options for horizontal arm,vertical wattage to factory preset level,reducing tenon or traditional arm mounting available. the light level accordingly.When motion is Efficacy Range,(LPW) 1 100-124 1 O/3 1/ 1 9 Mounting hardware included detected by the PIR sensor,the luminaire Reported Life(Hours) ,< L70>377,000 returns to full wattage and full right output Please contact Beacon Products if ',Input Current Range(Amps)` 0.1-1.1 Sheet No. : g 9, { ge ��.,; '�HUBBELL Page 1/9 Rev.70/07H9 O 2019 Beacon Products,a division of Lighting,IncMc Sped sub ea to d7en n withoutnotice. 6EA-VIPER-5-SPEC 701 Millennium Boulevard•Greenville,SC 296071 Tel 864.678.1000/Websile www.beacnnprodkicts.com �� Lighting _ L2 Drawings and Designs©2019 Radner Design Associates, Inc. G E N E S I S modular carwash building systems 4`, X „The Only TRUE Modular MTL-1 ACM-1 1265 Oakbrook Dr. STE C Norcross, GA 30093 1.888.GENWASH www.genwash. cow Alllance Building Manufacturer J /9 1801 Rockdale Industrial Blvd. Conyers,GA 30012 ACM-3 S-T�R�U•C•T U-R-E S s ACM-3 ACM-3 - -- 4, 1. • � . � _._.__.__ _ GreenberUFarrow N 11 4 _ e Suite OO — - - �___._.c..:::--'�' _�.�._ _._w..:_'4"' �_.._ �---- •�--, - - `��' �"''�e� Atlanta,GA 30309 r� d 777. s.E , ,_. . ,._ . .,._ , .._. 404.601.4000(i)404.801.3980 ACM-4 ACM-1 � � i COPYRIGHT NOTICE 77 t ACM-4 h_ 17 . Th eof a onlfidentiaanature oand tremainthe -77 a re property of Genesis Modular Carwash Building System (Genesis). Any use or reproduction of these drawings for any purpose,except by ° � I M,-� ; ; ; i - . :`°' - written permission from Genesis Modular arwash Building Systems is strictly prohibited ® - . i No Description Date i hu • 2 Exterior Design Changes 12/19/19 l — — — — — — — — — - +..... e MODULAR BLDG. , FINISHED FLOOR 1 Exit End G E N E S I S 01-A4 1/4" = 1'-0" modular carwash building'systems www-genwash.com PROFESSIONAL SEAL ACM-1 MTL-1 ACM-3 MTL-1 ACM-3 ACM-4 MTL-1 MODULAR CONSTRUCT/ON CLIENT ACM-4 Salem Car Wash V-2 PROJECT NAME ACM-, Express Car Wash SHEET TITLE ACM-2 Elevations ONE WAY PROJECT NUMBER MIRROR TINT (Typ.@ Tunnel) 2 Tunnel Side 01-A4 3/16" = 1'-0" ADDRESS EXTERIOR FINISH LEGEND ACM-1 REYNOBOND -CHARCOAL GRAY(Or Equal) GENESIS NO. G1 H'OXX ACM-2 BLACK DRAWING NO. - U a ACM-3 GBF PROJECT NO. REYNOBOND- PRISM FX AUTUMN WIND DATE 10/11/2019 ACM-4 REYNOBOND-COLORWELD 500 CADET GRAY(Or Equal) PROFESSIONAL IN CHARGE PROJECT MANAGER a Ln 1 BERRIDGE METAL DECK-HR-16 PANEL. COLOR:ZINC-COTE DRAWN BY w TD MTL-2 BERRIDGE METAL. COLOR:ZINC-COTE _ QUALM CONTROL LO ch 01 -A1 N T 0 N Page 3 Of 56 Scale As indicated a T i R I i i A EXTERIOR FINISH LEGEND G E N E S I S ACM-1 REYNOBOND-CHARCOAL GRAY(Or Equal) modular carwash building systems EE ACM-2 BLACK "The Only TRUE Modular f Oruinch a 1265 Oakbrook Dr. STE C ACM-3 REYNOBOND- PRISM FX AUTUMN WIND Norcross, GA 30093 1.888.GENWASH F�] REYNOBOND-COLORWELD 500 CADET GRAY(Or Equal) www.genwash. a MTL-1 BERRIDGE METAL DECK-HR-16 PANEL. COLOR:ZINC-COTE w 2 MTL-2 BERRIDGE METAL. COLOR:ZINC-COTE — Alliance Building Manufacturer 41801 Rockdale Industrial Blvd. Conyers,GA 30012 STRUC•TU-RES ww 770.483.7543 y-oss.com MTL-1 ACM-3 Greenberg Farrow 1430 W.Peachtree St. Suite 200 Atlanta,GA 30309 404.60C.4000(f)404.601.3980 ACM-1 COPYRIGHT NOTICE These drawings and all information hereon are of a confidential nature and remain the ACM-1 _ property of Genesis Modular Carwash Building EF-1 ACM-3 System (Genesis). Any use or reproduction of these drawings for any purpose, except by written permission from Genesis Modular Carwash Building Systems is strictly prohibited ACM-4 ACM-3 No. Description Date ACM-3 ACM-4 // / / / o / 101 00102 / \ _ —N A M-2 ACM-2 MODULAR BLDG. C FINISHED FLOOR 1 Entrance End 01-A4 1/4" = 1 r-0" PROFESSIONAL SEAL MODULAR CONSTRUCT/ON CLIENT Salem Car Wash V-2 ACM-3 MTL-1 ACM-1 MTL-1 PROJECT NAME Express Car as SHEET TfTLE _--- Elevations 7_1 FIELD ACM-4 PROJECT NUMBER JOINT . ACM-3 = ACM-4 ACM-4 ADDRESS N O O / \ 0 / \ Q' 103 O \ / GENESIS NO. G 18-OXX T ACM-3 ACM-3 \\ // DRAWINCl) G \ / GBF PROJECT NO. DATE 10/11/2019 FINISHED ACM-2 PROFESSIONAL IN CHARGE FLOOR MTL-1 PROJECT MANAGER DRAWN BY TD QUALITY CONTROL _ Q 2 Equipment Room Side In 01-A4 3/16" = 1 r_o.. 01 —A 2 T 0 N Page 4 Of 56 0) Scale As indicated a T