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Home My WebLink About6792-5B OR C� SIZE AND SPACING OF STEEL AS SHOWN ON PROJECT DRAWINGS, EXCEPT THAT 5 BARS ON EACH SIDE OF SHAFT SHALL BE NOT SMALLER THAN #5 ® 4" (#16M ® 100 mm) OC OR EQUIVALENT A PLAN (SHAFT NOT SHOWN) SECTION A - A MANHOLE FRAME AND COVER PER SPPWC 630---1 r MANHOLE SHAFT PER SPPWC 324 5"x2"(125mm x50mm) PIPE SEAT OMIT FILLET UNDER SHAFT 7" (17 5 ® 4" (#16M ® 100 mm) OC x 5'-0" 1.5 m) LONG OR C 5 BARS 7'-0" 2.1 m LONG, 4' 100 mm OC, OF SIZE SHOWN FOR TRANSVERSE STEEL, BUT NOT SMALLER THAN #5 (#16M� BARS. WARP THESE BARS UNDE BARS HAT HAVE BEEN CUT FOR SHAFT OPENING STREET GRADE I CONCRETE RINGS PER SPPWC 324 5"x 1" 125 mm x 25 mm) RING SEAT i -STREET GRADE w M a w w 5" 125m SECTION B - B 610 m 5" (125 rr OMIT FILLET UNDER SHAFT 7" 175 mm STEPS SECTION C - C TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX MIN MAX MIN B - B - 2'-10 1/2" (867 mm) - 3'-6" (1060 mm) C - C 11" (282 mm) 8 1/2" (217 mm) 16"(410 mm) 15" (380 mm) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PR MULGATED THE WORKS PUBLIC WORKS STANDARDS INC. MANHOLE CONCRETE STANDARD PLAN GREENBO COMMITTEE BOX STORM DRAIN 323- 2 1992 19 REV. 1996, 2009 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 0 = FN O Q 00 0 Uj w B o Uj � a H d N + N NO F H H I- Z _ I I A-�- RCP OR I RC ARCH* 1 I I m / NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2'-10 1/2" (867 mm) FOR PAVED STREETS OR 3'-6" (1060 mm) FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C-C. 2. STATIONS OF MANHOLES SHOWN ON PLANS. APPLY AT CENTERLINE LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTERLINE OF SHAFT. 3. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40 (ASTM A 615M, GRADE 300), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 4. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" (350 mm) TO 15" (375 mm) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" (600 mm) ABOVE THE INVERT. 5. MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 6. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 7. WHERE A MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 326. 8. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 328. 9. WHERE A PRESSURE MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329. 10. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER 630 24" (600 mm) MANHOLE FRAME AND COVER 633 36" (900 mm) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 323-2 MANHOLE - CONCRETE BOX STRORM DRAIN SHEET 2 OF 2 S.P.P.W.C. STD. 323-2 DETAIL N.T.S. RCB OR RC ARCH* ..0 O w rT ---- w ¢ o O w B / dF- F FN Z PLAN FN * ARCH MAY HAVE A HORSESHOE - SHAPED, CIRCULAR, ELLIPTICAL ° CE ° 0 Uj M OR SIMILAR CROSS SECTION. wa ° w V)w �1 I >r� r.-r �--r. -•--ram �--�-. I P, SEE NOTE 5 I _ _ I I ELEVATION STATION L i ELEVATION STATION I tL �L O 0 0� w :7i�=".�_. ° w "T w a - ° N w a -s t a F FLr z SECTION A -A Fn SECTION B-B FD � ILLL FA I ItKIN Z FNUWIN IJ -1CTORIAL ONLY, SEE NOTES 2 AND 7 OPTIONAL CONSTRUCTION JOINT: RCB OR ARCH TO RCP USE CONST JOINT OF RCB OR ARCH. RCB TO ARCH, USE CONST JOINT OF RCB STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY THE PUBLIC WORKS STANDARDS INC. TRANSITION STRUCTURE STANDARD PLAN GREENBOOK 1992 COMMITTEE RCB TO PIPE 342- 2 REV. 1995. 2009 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES 1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, G, SHALL NOT EXCEED 5' 45'. 2. REINFORCING STEEL BAR SIZES, SPACING, PATTERN AND COVER OVER THE STEEL SHALL BE AS FOLLOWS: RCB TO RCP AND RCB TO ARCH - THAT OF RCB SECTION. ARCH TO RCP - THAT OF ARCH SECTION. ARCH TO ARCH - THAT OF ARCH SECTION HAVING THE THICKER WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITION. 3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS: RCB TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS 100 mm (4") GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL VARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION TO THAT OF THE RCP WALL PLUS 100 mm (4"). RCB TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RCB OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEEN THE TWO ENDS. 4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY BETWEEN THE TWO ADJOINING SECTIONS. 5. AT RCP JUNCTURE, EMBEDMENT P SHALL BE 130 mm (5") FOR PIPE SIZE OF 2400 mm (96") OR LESS, AND 200 mm (8") FOR PIPE SIZES OVER 2400 mm (96"). 6. Vc= 28 MPa (4000 PSI) AT 28 DAYS AND THE CONCRETE SHALL BE THE SAME MIX AS THE ADJACENT RCB. 7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400 (60) BILLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. 8. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH THE TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE SECTION B-B. 9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PLANS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 342-2 TRANSITION STRUCTURE RCB TO PIPE SHEET 2 OF 2 C MAIN t LINE RCB I T I I IEl C51E N U) +VWV BARS 1 SEE NOTE 3 ROUND EDGE TO 3" (75 mm) R STATION POINT, SEE NOTE 2� Z /I I 1 I 2-H BARS 4" OC (100 mm), SEE NOTE-3-7 - CONSTRUCTION JOINT T v #4 ®18" OC / #13M ® 450 mm) I t LATERAL / F CONNECTOR PIPE �F BARS T B T n '1/ 4 ®18" OC Q O# ®13M 450 mm) 0 OTH WAYS TO - BE USED WHEN F �� B IS 60" (1500 mm) OR MORE BARS � 3 0R #4 1 18 10M ®450 m) oc SECTION G-G ROUND EDGES TO APPROXIMATE R B T m OF ID OF LATERAL WITH A MAXIMUM 8 OF 3'-0" (1.0 m) = a w m D & E BARS o D, E, H & G BARS CONSTRUCTION JOINT NEW OR EXISTING RCB, SEE NOTE 6 W BARS D BARS ANY STANDARD F BARS PIPE JOINT FI ROUND EDGES #3 OR #4 ® 18" OC i (10M 0 450 mm) m P EL S SEE NOTE 8 E BARS BARS 4"OC, SEE NOTE 3 (10 �T• EL R, SEE NOTE 8 UNDISTURBED EARTH asp' BACKFILL WITH 450-C-2000 (265-C-14) MIX CONCRETE, OR COMPACT SOIL TO RELATIVE DENSITY REQUIRED BY SPECIFICATIONS. BACKFILL MAY BE OMITTED IF STRUCTURE IS LAID ON UNDISTURBED EARTH TO STORM T, DRAIN WALL. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY THE STANDARD PLAN PUBLICGREEBooKSCOMMITTEE'"°- 1984 JUNCTION STRUCTURE PIPE TO RCB 333-2 REV. 1996, 2009 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION For individual use only by fernando@thieneseng.com as per copyright law. Order ID: 0096147435 NOTES 1. VALUES FOR A, B AND C SHALL BE SHOWN ON THE PLANS. ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REQUIRED PER NOTE 8. 2. STATIONS SPECIFIED ON THE PLANS APPLY AT THE INTERSECTION OF CENTERLINES OF MAIN LINE AND LATERALS, EXCEPT THAT STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALL OF STRUCTURE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 40, (ASTM A 615M, GRADE 300), AND SHALL TERMINATE 1 1/2" (40 mm) CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. a. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON PLANS, AND SHALL BE CUT IN CENTER OF OPENING AND BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE. b. OMIT H BARS WHEN SOFFIT OF SPUR IS 12" (300 mm) OR LESS BELOW SOFFIT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPUR IS 12" (300 mm) OR LESS ABOVE FLOOR OF MAIN LINE. 4. JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MAIN LINE, MANHOLE OR TRANSITION STRUCTURE. 5. FLOOR OF STRUCTURE SHALL BE STEEL -TROWELED TO THE SPRING LINE. 6. WHEN CONNECTING TO EXISTING RCB, BREAKOUT LIMITS AND DETAILS SHALL BE SHOWN ON THE PLANS. 7. EMBEDMENT, P, SHALL BE 5" (130 mm) FOR B = 96" (2400 mm) OR LESS 8" (200 mm) FOR B OVER 96" (2400 mm). 8. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PLANS THEN THE INLET OPENING SHALL FALL 6" (150 mm) BELOW THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE FROM MAIN LINE TO CATCH BASIN OR TO GRADE BREAK IN INLET LINE. ELEVATION S SHALL BE SHOWN ON THE PLANS IF THE INLET OPENING FALLS MORE THAN 6" (150 mm) BELOW THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE AS STATED ABOVE. ELEVATION R SHALL BE SHOWN ON THE PLANS ONLY WHEN A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION. 9. LATERALS OR CONNECTOR PIPES 24" (600 mm) OR LESS IN DIAMETER SHALL BE NO MORE THAN 5' (1.5 m) ABOVE THE INVERT. LATERALS OR CONNECTOR PIPES 27" (675 mm) OR LARGER IN DIAMETER SHALL BE NO MORE THAN 18" (450 mm) ABOVE THE INVERT, WITH THE EXCEPTION THAT CATCH BASIN CONNECTOR PIPES LESS THAN 50' (15 m) IN LENGTH SHALL NOT BE MORE THAN 5' (1.5 m) ABOVE THE INVERT. 10. THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT SHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE FOLLOWING CONDITIONS: a. ANGLE A IS LESS THAN 30' b. TOP OF INLET PIPE IS LESS THAN 6" (150 mm) BELOW THE SOFFIT c. FLOW LINE OF INLET PIPE IS LESS THAN 7" (180 mm) ABOVE THE THE FLOOR OF THE RCB AT THE INSIDE FACE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN JUNCTION STRUCTURE - PIPE TO RCB SHEET 2 OF 2 SHEET For individual use only by fernando@thieneseng.com as per copyright law. Order ID: 0096147435 S.P.P.W.C. STD. 333-2 DETAIL N.T.S. StormTekTM ST3/ST3G Installation: Connector Pipe Screen Filter Plan View a) StormTekTM ST3/ST3G b) StormTekTM is installed in front of the outflow pipe is supported by the frame mounted on the existing catch basin wall c) This device is designed to capture trash, sediment and debris from entering the storm water system. Deflector Plate only with ST3G Model Basin Sump \ StormTekTI ST3/ST3G Outflow Pipe Structural Support Bars (Bypass) Y Stainless Steel 1" flat bars 1/8" thickness Stainless Steel Frame (2" flat bars, 3/16" thick) mounted to wall Device fastens on pins Heavy -Gage Sheet Metal Screen S-304 Stainless Steel 5mm openings Section A General Notes: - Bypass has equivalent or greater flow rate as outflow pipe - Device is retro-fitted to catch basin specifications Deflector plate is the only difference between ST3 & ST313 1 10/25/2018 No. Revision/Issue iswlM & s4 Maime,wca Services P.O. Box 1627 Discovery Bay, CA 94505 StormTekTM Pipe Screen Model ST3/ST3G P.O. Box 1627 W1MSDiscovery Bay, CA 94505 NorCal: 925.516.8966 stormTekTI Storm Water Inspection & �11�~� Maintenance Services SoCal: 949.542.7234 No Scale www.swimsclean.com 1 of 1 15 S.P.P.W.C. STD. 342-2 DETAIL 5 6 CONNECTOR PIPE SCREEN DETAIL 6 3 N.T.S. N.T.S. MCN23-0099/ELPC22-000036 BASIS OF BEARINGS: BENCH MARK: p O SHOULD CONSTRUCTION OF THE REQUIRED QROFESS/pNq Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA THE BASIS OF BEARINGS FOR THIS SURVEY CITY OF FONTANA BENCHMARK NO �585" �� D lF Th%eneS En %neer%n Inc. IMPROVEMENTS NOT COMMENCE WITHIN TWO A�, TF PUBLIC STORM DRAIN IMPROVEMENT PLAN IS THE CALIFORNIA STATE PLANE R S COORDINATE SYSTEM (CCS83), ZONE 5, CIVIL ENGINEERING • LAND SURVEYING NORTH AMERICAN DATUM 1983 (NAD83) FD. R. R. SPK. IN PPJJ20908 AT o YEARS OF THE DATE OF APPROVAL SHOWN HEREON Lv 2� 14349 FIRESTONE BOULEVARD DRAWN BY: SCALE: BASED LOCALLY ON CONTINUOUSLY NORTHWEST CORNER OF SANTA ANA Of (n LA M/RADA, CALIFORN/A 90638 DETAILS OPERATING REFERENCE STATIONS (cogs) AVENUE &ALMOND AVENUE. DIAL AND CARRIED FORTH IN A DILIGENT MANNER, THE * R.C.E. N0. 56155r * PH.(714)521-4811 FAX(714)521-4173 MH FOR AS SHOWN ••EWPP•' AND "GISA•' AS BEING NORTH "" T 40 W❑RKING DESIGNED BY: PER STREET IMPROVEMENT PLAN 3487 Exp. 12-31-24 Q CALA.BA8H IN�UBTRIAL CEVELOPMENT DATE: 82.35.11" WEST (BASIS OF BEARINGS) (# ) BEFORE DAYS BEF❑RE CITY ENGINEER MAY REQUIRE REVISIONS TO THE � 25 (GRID) AND REPRESENTED HEREON BY THE Y❑U DIG Y❑u DIG PLANS TO BRING THEM INTO CONFORMANCE WITH 9�F C/v\� o`�= ""� Date 2/6/25 CHECKED�BY: APPROVED BY: PM 204�7 DRAWING CENTERLINE OF BANANA AVENUE AS BEING ELEYAT/ON = 965.46' /CIRCUIT 6 72 TOLL FREE 1-800-422-4133 OF �F NORTH 00.20'03•' EAST. (2010.0 EPOCH) t/ A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. 0 A�" BW DAB 6792 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE REINHARD STENZEL RCE N0. 56155 GIA LAM KIM CITY ENGINEER R.C.E. 62296rJ Last Update: 02/06/2025 0:\3900-3999\3941\PUBLIC STORM DRAIN\3941SD05-DE(AIL.dwg