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Home My WebLink About5503-71-6V4 (See note 5) Y4 ''i4' Hole, "HD", See Stiffener equally spaced Detail next pope Center of hole to be I' from OD of plate. F-D1(Tvp� DI +5. D, RISER DIAMETER CSP GAUGE 18"-27" 16 30"-39" 14 42"-48" 12 51'-66' 10 Conc. slob min. ndn• DI L2 ELEVATION COUNTY OF ORANGE, OC PUBLIC WORKS DEPARTMENT Approved Revision' Apr# 2013 1;7WP2 INLET TYPE V STRUCTURAL ANALYSIS REQUIRED WHEN THIS DIMENSION EXCEEDS 18" (450 mm) -I pock Chief Engine 18" - I d DOUBLE ROB (4 m ------ �1----- ----- ------------------- ` R2 � __�-_ RCB A B PLAN rN btI:IIUN A -A SECTION B -B STD. PLAN 1305 SHT. 1 OF 2 STEEL PATTERN SHOWN S PICTORIAL ONLY. SEE VOTES 2 AND 6 DONSTRUCT10N JOINT STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD ru 343- 2 sH Er BOTTOM VIEW STANDARD PLAN .UlI,U „aeKe srA"onxw .,_ 1010 SINGLE RCB TO DOUBLE RCB 343-2 IPV. NN SKS DATE: SHEET I OF 2 TOP PLATE z CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'1030"W WAS USED AS THE BASIS DRAWING NO.IL7 DESIGNED BY: WLI Elev. A See detail for Locking Devices VARIES i- J I Grading of lip unless otherw7se shown on plan. me 1 DI A n HD 18" 400 9 - 2 - "/2 24"-27' 300 12 L - •n' places 30"-33" 24- 15 u - V2 3 -- 36"-39" 200 18 - : Standard 42"-45' 16.5• 22 - - galvanized connection bond. 4 8"-51" 14.50 25 ' 54"-57" 130 28 4 CSP RCP 60"-63" 11.5' 31 I 66" 1 10.50 34 Slope to drain Conc. slob min. ndn• DI L2 ELEVATION COUNTY OF ORANGE, OC PUBLIC WORKS DEPARTMENT Approved Revision' Apr# 2013 1;7WP2 INLET TYPE V STRUCTURAL ANALYSIS REQUIRED WHEN THIS DIMENSION EXCEEDS 18" (450 mm) -I pock Chief Engine 18" - I d DOUBLE ROB (4 m ------ �1----- ----- ------------------- ` R2 � __�-_ RCB A B PLAN rN btI:IIUN A -A SECTION B -B STD. PLAN 1305 SHT. 1 OF 2 STEEL PATTERN SHOWN S PICTORIAL ONLY. SEE VOTES 2 AND 6 DONSTRUCT10N JOINT STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD ru 343- 2 sH Er TRANSITION STRUCTURE STANDARD PLAN .UlI,U „aeKe srA"onxw .,_ 1010 SINGLE RCB TO DOUBLE RCB 343-2 IPV. NN SKS DATE: SHEET I OF 2 USE WTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIC z o lw Teflon tapes o2Y2 "x2/2 -x% I I IY2 "x IY2 "x Y4 " steel bar ttyD) Angle 5cWn 49 Y4 weld I/4 %'x%' Spacer Y2 " Allen bolt HOLD-DOWN Y4 'Steel Plate DETAIL -PLATE STIFFENER om` �e�� Ring OD X 450 1/2. fTyp.l "n' places 8" 8" Y2' std. pipe or Concrete mild steel bar Collar , Y4 "x2' Wide CSP • :Ii . RCP m E CSP OD I � _ s '. min. ALTERNATE JUNCTION V4 Hole to match top plate NOTES: BOTTOM VIEW 1, Riser pipe sholl extend to "Elev. A'. CAGE RETAINER RING 2. Elevations A, DI, D2, LI, L2 shall be shown on plans. 3. Corrugated steel pipe shall conform to AASHTO M-36. 4. Grote assembly shall be galvanized after fabrication. S. For DI =54 inches and larger, weld IY2 Inch x I1/2 inch x I/4 Inch angles to plate with 1 inch welds at 6 Inches on -center. 6. n=number of hors on grate assembly. 7. Gouge of pipe for diameter 02 shall be some as for riser. 8. Riser and stub shall be shop fabricated and galvanized after welding. 9. A stainless steel marker per the Special Provisions with the words 'NO DUMPING DRAINS TO OCEAN" shall be bolted on to grate. COUNTY OF ORANGE, OC PUBLIC WORKS DEPARTMENT STD. PLAN Approved Ign"Iu G. Oc q Chief Engmeer 1305 1Ra•.isbn: AprN 2(113 INLET TYPE V SHT. 2 OF 2 NOTES 1. THE HORIZONTAL APGLE CF DIVERGENCE OR CONVERGENCE, e, SHALL NOT EXCEED 5' 45.. 2. REINFORCING STEEL BAR SIZE SPACING AND OUTSIDE COVER SHALL BE THAT OF DOUBLE RCB SE6.TION. FOR CURVED TRANSITIONS, SPACE BARS ON CENTER LiNE AND PLACE TRANSVERSE STEEL RADIALLY. THE. BAR LENGTHS AND DIMENSIONS SHALL VARY UNIFORMLY THROUGHOUT TRANSITION. LONGITUDINAL BARS SHALL BE CONTINUED THROUGH THE JOINTS WITH THE TRANSITION STRUCTURE. 3, THE CONCRETE THICKNESS SHALL BE THAT OF THE DOUBLE RCB SECTION, 4. PLAN A8 SHOWN IS FOR bOUBLE RCB SECTION bOWNErrREAM. WHEN DOUBLE RCB SECTION IS UPSTREAM TAPER THE LAST 24" (600 mrn) OF CENTER WALL TO END IN 1 1/2" (40 mm) RADIUS.. 5. fa.='4000 PSIB.MPa) AT 28 DAYS AND THE CONORETE SHALL BE THE SAME MIX A9TH ADJAC NT RCB, e. ALL STEEL, EXCEPT LON��,r1TUNNAL STEEL SHALL BE GR40 ADE 60 0) BILLET STEEL GONEQQRMINQ TO ASTM A 615 (RA 6'15 M) AND SHA TIMINA1 �1S1 (Q40 mm) CLEAR OF CONCRETE SURFACES UNLESS 7- TRANSVERSE JOINT XEYWAYS, As DETAILED FOR LONGITUDINAL JOINT KEYWAYS AT BASE OF OUTER WALLS ON THE PLANS, SHALL BE PLACED IN BOTH SLABS. AND WALLS. AT THE END OF EACH POUR. J9 THE TRANSITION *.STRUCTURE SHALL 13E CONSTRUCTED IN ACCORDANCE MATH THE STRUCTURAL NOTES APPLYING TO RCB STRUCTURES SHOWN ON THE PLANS. STANDARD PLANS FOR PA16LIG WORKS CONSTRUCTION STANDARD ru 343- 2 sH Er TRANSITION STRUCTURE SINGLE RCB TO DOUBLE RCB REV. O D DIAL TWOWORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE a� a0 �� H o It a0 ROP RCC ARCH* j I --1- I 4 0riv^ w0 "_ 0� - 1 I �i I I TION 9 RCB OR RC ARCH" B / PLAN FN • ARCH MAY HAVE A HORSESHOE - SHAPED, CIRCULAR, ELLIPTICAL OR SIMILAR CROSS SECTION. STA SECTION A -A SECTION B -B STEEL PATTERN SHOWN IS PICTORIAL ONLY, SEE NOTES 2 AND 7 CONSTRUCTION ARCH TO RCP USE JOINT OF RCS OR ARCH. ARCH. USE CONST STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION .�.,C �� ,T�roAl,s, �. "'""WA 1) TRANSITION STRUCTURE STANDARD PLAN T "'�°°"`°""= RCB TO PIPE 342-2 I[N tY,s. 2m, DATE: SHEET I OF 2 USE WTH STANDARD SPECIICA70NS FOR PUBLIC WORKS CON3TRUCTIO1 OPTIONAL CONSTRUCTION JOINT- VARIES T2 TO T29 Q T T "�Ae 0^�°°�^� ,u W6 11QeK5 erAN N6 TRANSITION STRUCTURE STANDARD PLAN T "'�°°"`°""= DOUBLE RCB TO DOUBLE RCB 344-2 I[N tY,s. 2m, DATE: wF K USE WITH STAND 7SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION z CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'1030"W WAS USED AS THE BASIS DRAWING NO.IL7 DESIGNED BY: WLI � OF BEARINGS FOR THIS MAP. VARIES i- J I T4 TO Tie I I If SECTION B -B A STEEL PATTERN SHOWN IS PICTORIAL ONLY. SEE NOTES 2 AND 5 - CONSTRUCTION JOINT STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION "�Ae 0^�°°�^� ,u W6 11QeK5 erAN N6 TRANSITION STRUCTURE STANDARD PLAN T "'�°°"`°""= DOUBLE RCB TO DOUBLE RCB 344-2 I[N tY,s. 2m, DATE: SHEET I OF 2 - USE WITH STAND 7SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES i. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 0, 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; RCS 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 (40). 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 S96") OR LESS, AND 200 mm (8") FOR PIPE SIZES OVER 2400 mm (96 ). 6, fo 28 MPa (4000 PSI) AT 28 DAYS AND VE CONCRM SHALI. Bi~ THE SAME MIX AS THE ADJACENT RCB. 7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400 (80) 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 Or THE RCB OR ARCH SECTION WAY 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 APPLYINQ TO RCB OR ARCH STRUCTURES SHOWN ON THE PLANS. NOTES 1. HORIZONTAL ANGLE OF DIVERGENCE OR OONVERGENCE 6, SHALL NOT EXCEED 5.' 4 % REINFORCING. VEEPAR SIZE, SPACING, LENGTHS, AND OUTSIDE COVER $HALL.BE. AT OF WHICHEVER ADJOINING DOUBLE RCB SECTION PRgVIDES THE GREATER STEEL AREA FOR EACH TYPE OF BA{. LONGITUDINAL BARS SHALL BE CONTINUED THROUGH THE JOINTS WITH THE THICKNESS OF THE WALLS OON�jAND SLABS SHALL BE THOSE OF THE AND SHALL VARYDOUBLE UNWORMLYIBSECEAT TWEENATHEETWO ENDND OF S. TRANSITION 4. i�1 *. 4.000 PSI (28 MPa) AT 28 DAYS AND "THE CONCRETE SHALL B& THE ?AME MIX AS THE ADJACENT RCB. S. ALL STEEL,(EXCEPT LONGITUQDINAL SpTEEL SHALL BE, GRADE S 60((400) BiER AINATE 1 iC%2NF1�40Mmm)TCLEARMOF C05NGRAET1 S(1R ACE UNHLESS OTHERWISE SHOWN, 6, TRANSVERSE JOINT KEYWAYS, AS DETAILED FOR LONGITUDINAL JOINT KEYWAYS AT BASE Or OUTER WALLS ON THE PLANS, SHALL BE PLACED IN BOTH SLABS AND WALLS .AT THE END OF EACH POUR. 7. THE TRANSITION STRUCTURE SHAT L BE CONSTRUCTEb IN ACCORDANCE SS O, THE STi-IE PLANS NOTES APPLYING TO DOUBLE RCB STRUCTURES STANDARO PLANS FOR PUBLIC WORK$ CON$ UCrTIQN S DSD FLArt X44-2 TRANSITION STRUCTURE DOUBLE RCS TO DOUBLE RCB DF CITY BENCH MARK k 6-7 BASIS OF BEARINGS: ALF s� c, W �� 3 No. 36637 C ¢ EXP: 06-313-18 �y C/VIS. �`r CALAF PREPARED UNDER THE SUPERVISION OF: «�MADOLE MPOCLCAMONGkCAMM � R,NCIiDcucAMON6ACAe7Jo ♦ _ PROW "4116= xrfiarLife PA: tee. DA '1117 SAN BERNARDINO COUNTY BENCHMARK k 6-7. THE CENTERLINE OF CITRUS AVENUE AS co DATE: A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 359 TAKEN z CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'1030"W WAS USED AS THE BASIS DRAWING NO.IL7 DESIGNED BY: WLI � OF BEARINGS FOR THIS MAP. ELEVATION' 1739.006' L IWA DW CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. ALF s� c, W �� 3 No. 36637 C ¢ EXP: 06-313-18 �y C/VIS. �`r CALAF PREPARED UNDER THE SUPERVISION OF: «�MADOLE MPOCLCAMONGkCAMM � R,NCIiDcucAMON6ACAe7Jo ♦ _ PROW "4116= xrfiarLife PA: tee. DA '1117 N AS SHOWN co DATE: CV APRIL 8, 2016 z DRAWN BY: DM DRAWING NO.IL7 DESIGNED BY: WLI � 5503 CHECKED BY: WLI L IWA DW CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS CASA GRANDE AVENUE DETAIL SHEET APP N Z g o_ Z w w O OC a Z Gt O Of O w z w a w z Q C7 LO M SCALE: N AS SHOWN co DATE: CV APRIL 8, 2016 z DRAWING NO.IL7 � 5503