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CLIENT:
<br /> ESCALON AVENUE AND HIGHWAY 120
<br /> CALIFORNIA
<br /> ,
<br /> 5®0 GALLON
<br /> 48� S
<br /> DETAILS
<br /> � COIN BOX
<br /> SAND-UL � �ECEPT0R CIVIL 6" HIGH CURB
<br /> MODEL JP600EE-SO (JUNCTION BOX)
<br /> LISTED BY UPC® 12" 26" VA 10'
<br /> DROP INLET
<br /> MODEL NO. A B *WEIGHT
<br /> DI242436 36" 42 1900 LBS.
<br /> D1242448 48" 64" 2500 LBS. $
<br /> *BOX ONLY + 2 1/20
<br /> 3 CLEAR X w ¢
<br /> 4'-0" FRAME AND GRATE 4 " FORWARD ® 360 SLAB
<br /> MODEL NO. RATING WEIGHT 56� C.C. REACH 26� VAU T
<br /> - I SG2424-DIP PEDESTRIA 1 1/2"141 LESS. ® � TOP VIEW 6p
<br /> L_ _J SG2424-DIT TRAFFIC 3" 1120 LBS.
<br /> TOP VIEWLn
<br /> (COVERS & RINGS REMOVED) U_
<br /> Lz Z N, 12°°
<br /> D - - - a: - - - SLOPE 1/8-/FT IN or
<br /> 24" CAST IRON FRAMES AND COVERS FRAME MAY BE CAST 6" DIA. STEEL A R(O 0;6'0
<br /> OMSKET (GASTIGHT) 2 TOTAL 24" 24" DIRECTLY INTO BOX GUARD POST, BOTH 3/4" WATER SUPPLY LINE
<br /> 3", 6" AND 92" (OPTIONAL) SIDES I�
<br /> GR2432 GRADE RINGS 6� t
<br /> AS REQUIRED ;.': '' 92m HOLE (PVC OR STEEL)
<br /> 2°-0" T® 7°-O" AT EXTRA COST 18"x31" THIN W/COVER : INSTALL AIR/WATER
<br /> WALL KNOCKOUTS. INSIDE AW8 MOUNTING PAD 26" SQ. COf�CRETE VAULT HEIGHT OUTSIDE ( } PIPING BELOW FREEZE LINE.sf SLEDGE OUT AS B HEIGHT ELECTRICAL NEEDS ARE #12 MIRE (20 AMP° 1 PHASE) WITH WATER STUB WITH INSTALL AN ISOLATION BLOCK &
<br /> oFBox of eoxGROUND. SHUT-OFF VALVE BLEED VALVE BEAVER 400-12RL(TYP. 4 PLACES)---
<br /> LG ANCHOR BOLTS ARE 1/2-13 NC X 3 1/2� LG {4
<br /> REQUIRED). 3/4" HOSE BIBS (1)-3/4" x 1/2" REDUCER
<br /> 5-1®" ELECTRICAL STUB TO BE 1/2" RIGID CONDUIT. (1)-1/20 L VALVE
<br /> 4'-10" �" 4'_7" WATER STUB TO BE 1/2" PIPE. (1)-1/2" L DRIP VALVE
<br /> PIPE
<br /> S �j WATER SOLENOID PORT CONNECTION IS 9/4" NPT FEMALE. °
<br /> ANDARD-
<br /> Ise ELS / AIR-sery Group LLC ALL WATER PIPING SHALL BE RIGID ® � �h
<br /> TYPE K COPPER BEFORE ENTERING
<br /> PER L CODE
<br /> 2'-10" 2'-10" 1 p
<br /> \ 370 Mendota Heights Rood Mendota Heights, MN 55120 HOLE.
<br /> SIDE SECTION VIEW OPTIONAL soles°supportoir-serv.corn ® � ENG® �
<br /> EXTENSION C� 1-800-247-8363
<br /> HEIGHT BEND RESTRICTORS
<br /> OPERATING CAPACITY: 500 GALLONS. 18215 72ND AVENUE SOUTH
<br /> DESIGN LOAD: H-20 TRAFFIC WITH DRY SOIL CONDITIONS EXTENSION KENT, WA 98032
<br /> (WATER LEVEL BELOW TANK) AND 1'-6' EARTH COVER. MODEL NO. C WEIGHT
<br /> (425)251-6222
<br /> SUITABLE SUB-BASE BEDDED WITH GRANULAR MATERIAL SHALL BE _ RS242406 6" 300 LBS. " (425)251-8782 FAX
<br /> PREPARED TO HANDLE ANTICIPATED LOADS. MINIMUM EXCAVATION 56 C.C.
<br /> a°-o" x r-®"
<br /> RS242412 12" 600 LBS. CIVIL ENGINEERING, LAND PLANNING,
<br /> FOR COMPLETE DESIGN AND PRODUCT INFORMATION n REQ'D DEPTH SURVEYING, ENVIRONMENTAL SERVICES
<br /> CONTACT JENSEN PRECAST.
<br /> t/St/08 J-- t the t to mme to Project oaf° ins
<br /> JP50o50_EE_c.dwg an0/ar e6thoet nail= Pzccnloot Jon: Pv t . ■FRAME AND GRATE ASSEMBLY AVALIABLE ■ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES
<br /> 02008 Jensen Precast ohms g for eonurmtton ar adas3 on ft"=1 CGOW4 PRECAST IN TRAFFIC OR PEDESTRIAN MODELS. CONFIGURATION:FOR SPECIFIC CONFIGURATION, ITI
<br /> CALL JENSEN PRECAST. NO ®ATE REVISION DE PTION '
<br /> ■FRAME AND SOLID COVER ASSEMBLY AVALIABLE 1
<br /> IN TRAFFIC OR PEDESTRIAN MODELS. 40- TO WATER/AIR ® ® 2
<br /> ■DESIGN FOR H-20-44 BRIDGE LOADING. 26 5/8" WATER-TIGHT ELECTRICAL -
<br /> O ® JUNCTION BOX 3
<br /> ■ASSEMBLY TO BE PLACED ON A 6"BASE OF CRUSHER RUN OIN SLOT 4
<br /> FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION. 24°°X 24" 20
<br /> ®R°41N INLET � SIDE VIEW 2W O
<br /> OIL/WATER
<br /> ���t�\i.lJ /I�\ I I� p �� ■ FOR COMPLETE DESIGN AND PRODUCT INFORMATION, 5
<br /> y r a t� (�11 U N CONTACT JENSEN PRECAST. 0124
<br /> I I I I 0
<br /> 11-28-00 8.01
<br /> �EN. . BURY SLAB IN GROUND //�//�//�/ 3 1/2" }
<br /> I I U [� I I `o�li�iiv�i
<br /> ®RAIN INLET 1 �1s�,4X. . ���i� CUR®d66ND
<br /> STORMFILTER CATCHBASIiN DESIGN NOTES 36' 1 ° i�fi\i
<br /> STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 4 CARTRIDGE CATCHBASIN FINISHED IT
<br /> PEA GRAVEL BACKFILL UNDER
<br /> HAS A MAXIMUM OF FOUR CARTRIDGES. SYSTEM IS SHOWN WITH A 27"CARTRIDGE,AND IS ALSO AVAILABLE WITH AN 18"CARTRIDGE. STORMFILTER SCALE. NTS GRADE Maas A� A VAULT $ AS RECOMMENDED
<br /> --
<br /> CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. J9 BY VAULT MFR.
<br /> PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY,AN UPSTREAM BYPASS STRUCTURE IS YARD PAVEMENT, PER
<br /> REQUIRED.
<br /> SITE DEVELOPMENT PLANS SEAL:
<br /> CARTRIDGE SELECTION ® Q�OF E S S/® z r _)
<br /> CARTRIDGE HEIGHT 2T' 18" 18"DEEP �� R/WATER UNIT
<br /> RECOMMENDED HYDRAULIC DROP(H) 3.05' 2.3' 3.3' �� \S M. T�®
<br /> SPECIFIC FLOW RATE(gpm/sf) 2 gpm/ft2 1 gpm/ft2 2 gpm/ft2 1 gpm/ft2 2 gpm/ft2 1 gpm/ft2
<br /> CARTRIDGE FLOW RATE(qPM) 22.5 11.25 15 7.5 15 7.5
<br /> PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8 SCALE: NTS
<br /> ® -
<br /> C'
<br /> INLET PERMANENT POOL LEVEL(A) 1'-0" 1'-0" 2`-0"
<br /> C 9 M
<br /> OVERALL STRUCTURE HEIGHT(B) 4'-9" 3'-9" 4'-9" 500 GALLON
<br /> SAND® IL
<br /> MODEL JPSGCEE-S®
<br /> LISTED BY UFC®
<br /> 0.04 CRETE M,LAR:. GENERAL NOTES
<br /> VANED MILI 7gf�t4t 9' ANO RBBAKTb> 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 8'-1" iftmeter channet -
<br /> _< ilelf tnererclr+nnet':
<br /> I+ ET4is2+21F.:
<br /> {SG?Ull�vRRflR�ltlNAi:�:. 2 FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN � � 39:37'{�mmRtai}': 5.?,�1I2t1mmltl . . 15.6�"(Q�xatela}:. .., -`�`'-'�">
<br /> ACt STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH ( ....... ....... 1 :a2QQmmt
<br /> ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com = ,.• s4 ritxmtml: <-v,,.rt4, fib§tt70nmi KTi o
<br /> 3. STORMFILTER22,^lzam tot :....
<br /> as 4 ml'
<br /> . � CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN STRUCTURE ID XXX ., &6s
<br /> ':...... . ..,. tt, ::, *+.....r-....�.?�;,a«t-� ._ ..: 12:50?.S YD;B&13Esamml
<br /> ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS 32:60 t320mo1 kiltgos:
<br /> � �+ ° "" � WATER QUALITY FLOW RATE cfs X.XX
<br /> I DRAWING. PEAK FLOW RATE <1 t fs X.XX 4°-0" 4°-3" 1,74 95Mm). .
<br /> 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET(IF APPLICABLE)AND OUTLET :JA4
<br /> PING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. RETURN PERIOD OF PEAK FLOW(yrs) XXX
<br /> S- STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH(APPROXIMATE)LONG STUBS MIMI
<br /> CARTRIDGE FLOW RATE m XX
<br /> ej
<br /> FOR INLET(IF APPLICABLE)AND OUTLET PIPING. STANDARD OUTLET STUB IS 8 MEDIA TYPE CSF,PERLITE,ZPG,GAC,PHS X7000CJk
<br /> INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER- RIM ELEVATION XXX.XX'
<br /> - e
<br /> J
<br /> KnaFli�otits mciaded;atl vefY.SElk.ch8elnel
<br /> CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY
<br /> r ' CONTRACTOR. PIPE DATA: LE. DIAMETER TOP E@
<br /> 6. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS INLET STUB XXX.XX' XX" fLQPMENT INF ATM:
<br /> (C®VERS � RINGS RE�O'�D)
<br /> V. . ',. `' a r.:• SHALL MEET AASHTO M306 LOAD RATING.TO MEET HS20 LOAD RATING ON OUTLET STUB XXX.XX' XX"
<br /> • - ss• +• - • STRUCTURE,A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED,CONCRETE 'Famex9foit:brllii'sratxtiJb�tn- r�
<br /> COLLAR WITH#4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. CONFIGURATION 24" CAST IRON FRAMES AND COVERS W r12550 22,67°i576mm1 ARC®
<br /> 7. FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL
<br /> 57°t13Wtktil 39K9'i45rretetl
<br /> OUTLET WITH GASKET (GASTIGHT) 2 TOTAL h -
<br /> FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER
<br /> ENefr���� INSIr�Blydl.:: : 'dtfs113ERb�d,: am/pm
<br /> MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. OO OO rh,
<br /> 8. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm) PLUG 3% 6" AND 12" s FUEL CANOPY
<br /> DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq ft). INLET GR2432 GRADE RINGS a
<br /> AS REQUIRED
<br /> Gt4tLAl2: :;: It7SIC1J 1 s
<br /> INSTALLATION NOTES
<br /> SLOPED LID YES\NO VARIABLE E �T� AT EXTRA COST �
<br /> A. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SOLID COVER YES\NO 2'-3" TO 7'-3"
<br /> OF RECORD.IC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER NOTES/SPECIAL REQUIREMENTS: a4" ry y� e
<br /> f°CA153 RID ` B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH t SITE ADDRESS.
<br /> CAPACITY TO LIFT AND SET THE CATCHBASIN(LIFTING CLUTCHES PROVIDED). a 0vr1¢s -
<br /> *PER ENGINEER OF RECORD armor
<br /> C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM � � �� AVENUE 7atat capaef -A :49. aloe:.. l
<br /> CONSTRUCTION-RELATED EROSION RUNOFF. tY
<br /> Ouetel;ilawrr�tsr>. o
<br /> O,""
<br /> cJ-O br"4valtolet.cap.. r
<br /> CA
<br /> 4" PIPE ' _ »IF' � °2a 1 }.
<br /> LIF r1Nt;' YE': Aottom:oatlet-K00 .ats�d
<br /> Elr# rIF1FIJ ..._.... AND FITTING r'�
<br /> ' &zwal 394° i77- 0:,3,3,
<br /> t3. �::: .:.": lz8i.v �-4 K13846.. F A C TBD
<br /> I f Y. Q OL D�tI � �L3�
<br /> I3PTta1tA1 Sl4PEf},UI3.. 1
<br /> f? tAlNEIT STANDARD �_ t,;[42(3 4'")oaTlB. ? ?32 R ,g_ >TotZ7anI 1
<br /> I?At3k. EIRAli(7hl :. , _' � � II11.1 F€�s yIT3
<br /> 48e; .233 t752
<br /> . ,..•.. .� -s T2.6T^. ilinmY D`SItED B A.lL1t31t10E �&�°9.°
<br /> :
<br /> �+ CMT
<br /> 1
<br /> E SEC -
<br /> C:
<br /> T
<br /> 3s� T 4 r
<br /> e��... . :: :.... :: SI® TI®V�VIEtA9 -�'. :.a���lfturaY--� tlaa�m
<br /> ;.;.-� is : I� :: aK1-J01�a? 4 imd; 25'30" 'L6 f154 C@�T
<br /> 4
<br /> '-" OPERATING CAPACITY: 750 GALLONS. f T f�1D: 1
<br /> zt,
<br /> ,c .... 1teltYf € r�.1 # : �a:oi s tNretaaxxuai<aj► CLAY _
<br /> - S T eKT901Gf 4 roaa�I: .2935`..22F 0:51.
<br /> 1fVial.t
<br /> DESIGN LOAD H 20 TRAFFIC WITH DRY SOIL CONDITION t 15Dtn7
<br /> LCtEvrstpn# , k. PRMCT NO.
<br /> (WATER LEVEL BELOW TAN AND 1'-6' EARTH COVER. ,�
<br /> ST{ARMFI6 TE32' 17223I
<br /> N Al 6 soa8tl 99.. 2. KiBb
<br /> GatRTRID.raETYP..: '�_ _ .1A64°1274ttit}
<br /> (W K)
<br /> - R MATERIAL ALL BE p T 8�0� 6,r04W, 2643°-593 1,32.:
<br /> rri.. FL[#MY: 4�. _ Ki 4aas
<br /> • PREPARED TO HANDLE ANTICIPATED LOADS
<br /> FIl:TRAT __--- o � = °1 ?'"I320a�i1
<br /> J SUITABLE SUB BASE BEDDED WITH GRANULA AT SH
<br /> i#?Jd ...-"` ...... R 11�r Ill:.: +G rband;# �':2 052 DRAWING TITLE:
<br /> E3AYIJNI T t MINIMUM
<br /> �0"E$ 7AV®TION I i _
<br /> M.., .. PRODUCT INFORMATION
<br /> CfSCtTR11) ' IAL1"elf ._ .
<br /> ,,:. . . .:...... ... .. CONTACT JENSEN PRECAST- Typek��01�6���ro� aau�,rms�r�� � 4'
<br /> 550°•t4(ham
<br /> ;ff lilT?t1'P:: '" SB�FF'+�+TT'fA taTlIC�NAL}'
<br /> FOR
<br /> . .:.:. ..:... AarraleszrexnthaitSasShur,d t ,gtrash9icketrtdixes#Iva Wk o NOTE
<br /> COMPLETEI AND tt REQD DEPTH t.. ..t 44��
<br /> . . � . .' 4/ig/07 t eoprwtc Itte rT�l to iwaa€r 10 mot �u`r ..
<br /> .. .... ....... . ...... . : ..
<br /> .. . JP75W_EPE_N0CAL_B dwq ane®aY tAithaat notes. P7c:os*contact, PPES®S58
<br /> •. ... - ... ... .... TLI~T ®2007 Jensen Precast CN=v r for conflarnallan or ace an gra�*tcl dam,
<br /> .::.. CBI;!
<br /> t LE/i1tYQaiTAtRGE$S "I .. Bf� L l Sep7'3l7: .AC a ItiscBs AND DE [1 AU
<br /> PLtI#3 C)N.W€JR W9 GATCNSA F[1b7: 18dstOe
<br /> ` „�tES tiF 41' .. ,'t�TGi M �1-i Ft5S7"f
<br /> JW Y. " MEET 6�C:
<br /> JENSEN "REASE TRAP
<br /> 3 t}LtT1YQ6
<br /> 22
<br /> CONTE STORMFILTER
<br /> SCALE: N°TS. TRENCH RAI
<br /> SCALE:23
<br /> N.iS°
<br /> SCALE: N.TS.
<br /> C6P2
<br /> File:P:\17000s 1 7223engineering 17223-D1-3.dwg Date Time:1/26/2016 11:09 AM Scole:1 = 1 JDENNIS Xref: ----
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