|
INLET
<br />MANHOLE STORMFILTER - PLAN VIEW 1
<br />SCALE: N.T.S. I
<br />CONCRETE -
<br />GRADE RING
<br />STEP
<br />RYP)
<br />INLET PIPE
<br />(SEE NOTES 4 4 5)-�
<br />5TORMALTEP. CARTRIDGE (7YP)
<br />751E NOTF5 241 1)
<br />BALLAST
<br />(SIE NOTE 8)�
<br />HEIGHT
<br />30" O FRAME
<br />AND COVER (5TD)
<br />IUB
<br />HDPE OUTLET
<br />RI5ER WITH
<br />SCUM BAFFLE 4'- 10" MIN
<br />(SEI- NOTE 7)
<br />11!l1l KINall isAI III
<br />riraaa-ralirr
<br />r
<br />r rl
<br />F=
<br />T11E 5TORMWATEK MANAGEMENT
<br />5tormFllterQ
<br />U.5. PATENT No. 5,322,029,
<br />No. 5,707,527, No. 6,027,639
<br />No. 6,649,048, No. 5,(;24,576,
<br />AND OTHER U-5. AND FORFIGN
<br />PATENTS PENDING
<br />PRECAST 48" MANHOLE STORAIFILTER SHEET
<br />PLAN AND SECTION VIEW 112
<br />STORMWATER `- r STANDARD DETAIL
<br />MANAGEMENT INC. DATE, DRAWN BY DRAWING FILE NAME.
<br />(800) 648-4567 12 23 d4 MJW MHSF3-48PC-DTL.DWG
<br />GENERAL NOTES
<br />1.) 5TOKMFILTER BY STORMWATER MANAGEMENT INC. (5MI), PORTLAND, OREGON 800-546-4G(S7.
<br />2.) fILTER CARTRIDGE(5) TO BE 51PI-ION-ACTUATED AND SELF-CLEANING.
<br />3.) PRECAST MANHOLE STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478.
<br />4.) 5TORMFtLTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUT[ET. MINIMUM ANGLE BETWEEN INLET AND OUTLET 15 45°.
<br />5') INLET PIPING TO BE 57ECIFIED BY ENGINECR AND PROVIDED BY CONTRACTOR,
<br />G.) PRECAST MANHOLE 5TORMFILTER l -QUIPPED WITH A 12 -INCH DIAMETER HDPE OUTLET STUB AND 5AND COLLAR. CONNECTION TO
<br />DOWN5TFEAM PIPING TO BE MADE U51NG A FLEXIBLE COUPLING OR ECCENTRIC R DUCER, A5 REQUIRED. COUPLING BY FEKNCO
<br />OR EQUAL AND PROV(DLD BY CONTRACTOR.
<br />7.) RECOMMENDED MINIMUM CLEARANCE FOR MAINTENANCI= ACCESS. IF A SHALLOWER SYSTEM [5 REQUIRED, CONTACT 5M1 FOR
<br />OTHER OPTIONS.
<br />6.) ANTI -FLOTATION BALLAST TO BE SPECIFIED 13Y ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLAST TO BE SET
<br />AROUND THE PERIMETER OF THE STRUCTURE.
<br />9.) ALL 5TORMFILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAiNTENANCL GUIDEIr1NE5 FOR DETAILS.
<br />10.) DETAIL RFFLECT5 DESIGN INTENT ONLY. ACTUAL DIMEN51ON5 AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON
<br />PRODUCTION SHOP DRAWING.
<br />I I J STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES, ACTUAL NUMBER REQUIRE[) TO 6L SPECIFIED ON SITE PLANS OR
<br />IN DATA TABLE BELOW,
<br />30" O Fi AME
<br />AND COVER (STD)
<br />MANHOLE STORMFILTER - TOP VIEW 1
<br />SCAM His 2
<br />OUTLET
<br />R15ER
<br />Q
<br />STORMWATER KO
<br />MA NA SEMEN: INC.
<br />(800) 548-4667
<br />"STORMWATER MANAGEMENT" - MANHOLE
<br />SAND GOLLAR
<br />COUPLING (BY CONTRACTOR)
<br />(SEE NOTE 6)
<br />_wOUTLET STUB
<br />SCALE: N.T.S-
<br />PRECAST MANHOLE
<br />STORM F1 LTER DATA
<br />STRUCTURE ID
<br />XXX
<br />DESIGN WATER QUALITY FLOW RATE (cf5) XXX
<br />PEAK FLOW RATL (< I cf5)
<br />XXX
<br />RETURN PERIOD Of PEAK FLOW (r5)
<br />XXX
<br /># OF CARTRiDGE5 REQUIRED
<br />YX
<br />CARTRIDGE FLOW RATE (1 5 m 5TD)
<br />E�
<br />N N
<br />MEDIA TYPE (C5F, PERLITE, ZPG)
<br />XXXXX
<br />RIM ELEVATION
<br />M.XX'
<br />3333��g
<br />8�8
<br />e
<br />Note 7
<br />PIPE DATA: I.E. ORIENTATION
<br />MATERIAL DIAMETER
<br />INLET PIPE # I XXX.XX' XX°
<br />XXX XX"
<br />INLET PIPE #2 XXX.XX' XX°
<br />XXX XX"
<br />OUTLET STUB XXX.XX' O°
<br />Y1DP1 -J2
<br />2. If distance from Curb to back of
<br />ECCENTRIC REDUCER
<br />(SY CONTRACTOR)
<br />YE51NO 51ZE
<br />XXX L_12"x x XX"
<br />sidewalk is too short to accommodate
<br />cvlrms 7o-
<br />NOTES/SPECIAL REQUIREMENT5:
<br />FiPE ORIENTATION KEY:
<br />90°
<br />i 60° - :- -o°
<br />270°
<br />/ �_OUTLET PIPE
<br />(BY CONTRACTOR)
<br />BALLA5T
<br />(5EE NOTE 8)
<br />T (SY CONTRACTOR) Tdf- STORMWATER MANAGEMENT
<br />5tormFllterO
<br />OUTLET DETAIL 2 U.S. PATENT No. 5,322,629,
<br />SCAM )VIS. 2 No- 5,707,527, No. G,027,G39
<br />No. 6,G49,048, No. 5,G24,57G,
<br />AND OTHER U.S. AND FOREIGN
<br />PATENTS FENDING
<br />PRECAST 48" MANHOLE STORAI/rFILTER SHEET
<br />PLAN AND SECTION VIEW 2/2
<br />STANDARD DETAIL 2
<br />DRAWN RY.• DRAWING FILE NAME -
<br />!.304
<br />MJW MHSF3-48PC DTLDWC
<br />U21 Catch Basin Cast Iran & Welded Steel Grates
<br />2' X 2' with 4" Walls For "U" Series Catch Basins
<br />_s
<br />Cast -In Galvanized Frame
<br />for Grates
<br />$- 1-1/2"x 1-1/2" Angle Iron
<br />With AnchorBoltsLIGHT DUTY CAST IRON HEAVY DUTY CAST IRON
<br />z O
<br />_O 13�
<br />vH Wfli'I WEEP E HOLEtJf
<br />k; Cast -In Galvanized Frame
<br />4 for Sate Type Grates
<br />CL R 4" x 3" x l 1/4' Angle IronBolts
<br />Ends
<br />� .• �Nt3 =s,�F �,�
<br />3-1/2" x. 1/4•'Side Bar:;
<br />w
<br />}< t. -48% ©PEN FLOW AREA 41% OPEN FLOW AREA
<br />x l r +x Grooved to Receive Tongue of Catch Christy I.D. Approx. Catch Christy to. Approx.
<br />Grade Rings, Curb Inlets, etc. Ruin ordering Catch wt. Basin Ordering Catch WI.
<br />No. Code Basin Per set No. Code Basin Per Set
<br />U21 U21-71CLD 2'x 2' 125 U21 U21-71CHD 2'x 2' 230
<br />U23 U23-71CILD 2'x 2' 125 U23 U23-71CHO 2'x 2' 230
<br />+ Knock -Outs Available in Grade Ring and Catch Basins. } 4
<br />a Openings. Locations and Sizes to Job Specifications.
<br />a With or t A*mt Bottom.
<br />+ Progniesive 41((erbbed Knock -'Outs Provkle Maximum Flexibility 6" Exposed Rebar to Allow ,lob
<br />Permitting Pipe of Any Sino to he Neatly and Quickly Grouted Site Flouring of Special Curb
<br />In at Job Site. Shapes at Grade Level, etc, !GELDED STEEL GRATES
<br />+ Standard Tongue and Groove Grade Rings are Available in WITH CROSS BARS
<br />S" Increments up to 4' High.
<br />+ All Reinforcing steal Weans ASTM Spedfications asRer#trrred. �77% OPEN FLOW AREA
<br />Catch Christy I.O. Approx.
<br />Basin Ordering Catch wt.
<br />No. Coda Basin Per Set
<br />Cast -!n Galvanized Frame U21 U21-71 WHD 2' x 2' 165
<br />for 1!4" Steel Lids 023 U23-71 WHO 2'x 2' 165
<br />With Boft Down Provisions LJ32 U32-71 WHD 2' x 3' 195
<br />IJ36 (136.71 WHD 2'x 4' 270
<br />U43 U43-71 WHD 3' x 3' 295
<br />IJ52 ' U52-72WBHD X x 4' 390 2 pc.
<br />KNOCK
<br />OUT
<br />Redessed for 1/4" Steel Lid
<br />With Boit fawn Provisions
<br />Cast iron S Welded Sterol Grates for "U" Series Catch Basins to Meet Job Specifications. v' `
<br />individual City, County, District or State Requirement Information on Request.
<br />See Catch Basin Page for Frame Detail.
<br />ZIP :11;
<br />A%SAL ON, Of
<br />4,°,*AL Ap«r
<br />dill
<br />sn w^ s
<br />♦� n, wt
<br />�tR Af►n6 �%,r ,IgsO�
<br />QUALITY PRECAST CONCRETE PRODUCTS QUALITY PRECAST CONCRETE PRODUCTS
<br />2 f`CHRISTY" DRAINAGE DETAIL
<br />SCALE: NTS
<br />Sk x l50 mm
<br />idewal
<br />a EM (6'7Typ
<br />Nn See Notes
<br />Note 7
<br />See 10 and i1
<br />� _ g
<br />Front
<br />edge of x
<br />sidewalk �
<br />M_
<br />10% Max 10 Max
<br />e._ AaE A
<br />1T.
<br />E, T11 --
<br />SidewalK "
<br />see I_ o
<br />ry ' See Notes
<br />Note 7 10 and 11
<br />V Front
<br />edge of
<br />ell A
<br />sldewolk
<br />O% Mox&M 10% MOx
<br />it curb at curb
<br />Retalning curb if orST COUNTY ROUTE KlLOOETE;R poor SN GEr TOTAL
<br />necessary at edge __ _ T07,IL PftOJLCT N0. SHEETS
<br />Retaining our 156 mm '� of sldewalk
<br />it necessary at (g�7 Typ_ r 1. As site conditions dictate, Case A
<br />1-53 m edge
<br />x+15-0"1 han
<br />8.iL
<br />of sidewalk
<br />Sidewalk
<br />those shown in Detail A and Detail B. The
<br />2% Max
<br />33%
<br />Max
<br />a
<br />Max
<br />�
<br />Ng
<br />E�
<br />N N
<br />Z
<br />'Sao
<br />St
<br />00
<br />mm- M2
<br />3333��g
<br />8�8
<br />e
<br />Note 7
<br />through Case G curb ramps may be used
<br />for corner installations similar to
<br />dewalk
<br />5 -0 Mrn
<br />those shown in Detail A and Detail B. The
<br />�c�sTEnLo c1v3L eNc�wrm
<br />ern °'�,f
<br />case of curb romps used in Detail A do
<br />�
<br />8.33%IM
<br />Max
<br />3
<br />--
<br />8.33%
<br />Max x
<br />O
<br />St
<br />a
<br />N
<br />3333��g
<br />8�8
<br />e
<br />Aj 7
<br />mid block locations, as site conditions
<br />FLM3 App"AL D,
<br />` ,p_t�Si-a6 A
<br />dictate,
<br />TF» Slafe d Cmtf Mo nr 115 vfflwrs °r
<br />upv»rs smn nom.srme lar ria axrr r
<br />oonyn'efun^5 rl Ckc/YPNC wales of INs Nan
<br />k #
<br />an(
<br />9�'
<br />2. If distance from Curb to back of
<br />"
<br />ar cn�Ks
<br />through Case G curb ramps may be used
<br />for corner installations similar to
<br />dewalk
<br />/�
<br />ax -
<br />those shown in Detail A and Detail B. The
<br />�c�sTEnLo c1v3L eNc�wrm
<br />ern °'�,f
<br />case of curb romps used in Detail A do
<br />4¢ Ipctor '?
<br />not have to be the same. Case A through
<br />9-29-04'A
<br />Case G curb ramps also may be used at
<br />Aj 7
<br />mid block locations, as site conditions
<br />FLM3 App"AL D,
<br />` ,p_t�Si-a6 A
<br />dictate,
<br />TF» Slafe d Cmtf Mo nr 115 vfflwrs °r
<br />upv»rs smn nom.srme lar ria axrr r
<br />oonyn'efun^5 rl Ckc/YPNC wales of INs Nan
<br />k #
<br />an(
<br />9�'
<br />2. If distance from Curb to back of
<br />"
<br />ar cn�Ks
<br />sidewalk is too short to accommodate
<br />cvlrms 7o-
<br />romp and 1.22 m (4'-0") platform
<br />�!asa si1N get €d fm wgD j4
<br />go a A7p1/w•wilNglgp
<br />(landing) as shown in Case A. the
<br />roacommryprara<ss doted
<br />M Front edge C SeE sidewalk may be depressed longitudinally Q
<br />p% x Mux Front of sldpwalk See Notes
<br />n I¢y_ ._ Note 7 ns in Case B, or C or may be widened as in Case D. C
<br />} m�� at Cur edge of �� 10 and 11
<br />sidewalk 3. When romp is located in center of curb return, crosswalk configuration must 1>8
<br />similar to that shown for Detail i3. iy
<br />See Notes 10 and It r
<br />Sidewo", .x 4. As site conditions dictate, the retaining curb side and the Bored
<br />E iu E Sidewalk side of the Case G romp shall be constructed in reversed position. m
<br />CASE B See No fico# edge Sae x 5. If located on u curve, the sides of the ram need not be parallel,
<br />C
<br />Note 7 of sidewalk Nata 7 p p
<br />A -- 10% Max but the minimum width of the ramp shall be 1.22 m (4"--0").
<br />-- - at cob
<br />_ Front G. Side slope of ramp flares vary uniformly from a maximum of 10% at
<br />x x Sidewalk 150 mm 150 mm edge of curb to conform with longitudinal sigewakK slope adjacent to tap of
<br />!~ � N a See (6') Typ f6"1 Typ - }� ram except in Case C and Case F. v
<br />No � Nota T sidewalk P, P
<br />Retaining @ a ��� 7. The curb ramp shall be outlined, as shown, with o 300 mm (12") wide
<br />307. Max Q M o Curb (both Q a gg qyo border with 6 mm [ 1T4 ') grooves approximately 20 mm ( 3/4 ) on
<br />at curb` sides of y 0000m mom center. See grooving detail.
<br />rom )
<br />'+-`r�4(-L22 m
<br />1 22 m Min
<br />4 -0 Min
<br />CASED
<br />e _ Sidewalk
<br />/ Approximately
<br />G���VIN�D��AILLp4L 0
<br />�onp`n9
<br />Sidewalk
<br />� F
<br />F1nf e
<br />I- Crosswalk if provided
<br />DETAIL A
<br />TVPir'AI Ttur1-DAIID t,^oker
<br />147 Max p 8. Transitions from romps to winks, gutters or streets shall be flush e
<br />rans
<br />at curb oo and free of abrupt changes. a
<br />See Notes IO Retolntn 1.22 m See Notes 10
<br />Front (4'-0'9 Mln g -----s} r
<br />edge of and 11 Curb 4'-0"1 Min and II S. Maximum mopes of adjoining gutters, the road surface immediately
<br />sidewnik A ---- adjacent to the curb ramp and continuous passage to the curb romp
<br />` shall not exceed 5 percent within 1.22 m {q'-0') of the top or C
<br />- Retaining CASE F 600 mm (24") CASE G bottom of the curb ramp, a
<br />Curb (both Straight
<br />Notes ID sides of Curb See Note 4 10. Curb ramps shall have ❑ detectable warning surface that extends ,,,,�
<br />9 it ramp) the full width and 914 mm {3"-0"] depth of the ramp. Detectable
<br />5 (0.2') 'r f"- 11.5 mm Worniag Surfaces shall conform to the details on this plan and the to
<br />750 mm (6-) Typ �� Top q Deo requirements in the Special Provisions.
<br />ECR 7
<br />P p ll il. the edge of the detectable warning surface nearest the street
<br />+23 mm shall be between 150 mm (6") and 205 mm (8") from the gutter
<br />g a
<br />(0.911) Bowline.
<br />a`c Base Dia ID
<br />16, 00 12. Sidewolk and ramp thickness, "T", shol I be 90 mm (3(/2') minimum.
<br />Sidewalk 9 p'(°,Pr.IFD .TRUNCATED DOME 13 fltility pull loxes, manholes, vaults and all other utility facilities
<br />o�,p Y 42 mm (1.66") within the boundaries of the curb ramp will be relocated or
<br />V adjusted to grade by the owner prior to, or in conjunction with, N"
<br />a Center to curb ramp construction, a
<br />o r f u I+ center spacing
<br />o t c'a o 0 Dp 0 14. For retrofit conditions, removal and replacement of curb apron Z
<br />`- F`O 'r a v will be at the Contractor's option, unless otherwise shown on
<br />BCR Up ® � project plans.
<br />� Limit of pay
<br />© (D See (4� �29m n
<br />Rounded
<br />o 600 mm 124") Stra€gbf Curb a'S apamlm' (2.35'7 Note 14 -- -- - - - -
<br />U Crosswalk If rovided _ RAISED TRUNCATED DOME tTj
<br />PATTERN IN•- IN Note s/ RETROFIT DERAIL a
<br />DETAIL B D Existing curb and siaewalK 9D
<br />TYPICAL ONE -RAMP wAEN �B 'E /�DEPARTMENT OF TRANSPORTATION
<br />C STATE OF CALIFORNIA 00
<br />COSNER--INSTALLATION See SIJRFA4
<br />Note
<br />G
<br />See Notes 1 and 3 zi�t�
<br />CURB RAMP DETAILS
<br />p 1,22 mThese "Sfondord Plops for Construction of Local Streets and Roods° contaln lints
<br />q•-O"i Mln`i}€n two systems of meot5urement: International System of Brats (SI or "metrlc')
<br />See Note 9xand Dnited Stotes Standard Measures shown In the parentheses [1. The
<br />Retoinin curb 2% Max TSmeasurements expressed in the two systems are not neoessarny equal or
<br />g interchmgeoble. See the "Foreword" at the beginning of this publication.
<br />Top of ramp If necessary SECTION A -A Retaining NO SCALE
<br />Gutter Roundod 22 m (4'-0") Mi curb 1f T
<br />flowllne •- -- - -- - - - - - - Gutter necessary ALL pEMEi'(SIONS ARE IN
<br />tlow)lne _I.., ... - - - - - .- -- MILLIMETERS bNLE55 OTHERWISE SHOWN
<br />5.33% Max 27 Max TT -`RSP A88A DATED 9-29-04 SUPERSEDES RSP A88A DATED 03-12-a AND
<br />See Note 9 SECTION B-132% Mox STAtOARO PLAN A68A DATED JULY 3, 2002 -PAGE 83 1)F THE STANDARD PLANS BOOK DATED JULY 2002.
<br />Depress etire sldewaik as required Notne 9 SECTION C -C I REVISED DUAL UNITS STANDARD PLAN RSP A88A
<br />0a
<br />FOODS
<br />t:
<br />x r.
<br />500 WEST CAPITOL AVENUE
<br />WEST SACRAMENTO, CA
<br />95605
<br />P.O. BOK 15618 SACRAMENTO, CA
<br />95852
<br />Lj REVISIONS
<br />4n,
<br />design
<br />professionals
<br />civil engineers land surveyors a land planners
<br />1996 santa barbara st + san luls obispo, ca 93401
<br />ph:8051549.8658 • email- eda@edaine.com
<br />5�D Al�cy
<br />[7
<br />C-018248
<br />* �A
<br />5I
<br />�\ OP CALF
<br />SHEET TITLE
<br />SITE DETAILS
<br />0 PROJECT NAME
<br />RALEY'S #356
<br />FUEL CENTER
<br />FRONTAGE ROAD S
<br />MORADA LANE
<br />STOCKTON, CALIFORNIA
<br />PROJECT NO.
<br />2.3208.000
<br />DRAWN BY
<br />SCALE
<br />As SHOWN
<br />I)ATE
<br />23 JUNE 2005
<br />PAGE NO.
<br />C4-2
<br />SHEET OF
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