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Home My WebLink About3803-21r AMERICAN PUBLIC WORKS ASSWATION r SOUTHERN' CALIFORl1ILA CHAPTER .. STANDARD 'PIAN U��RY TRANSITION STRUCTURE PUBLIC W CMKB STANDARDSPC. iiTEE _ -. r <3RES?Ip00�CC0ArM�1 - :. 41 RCB N. RCB SINGLE ,�SI .CLE. TQ REV; 1998 SHEET '1 aF 2 USE NTH STANDARMSPECIFICATIONS.FOR PUBLIC VI[ORKS CON8TRUCTION NOTES L THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, @, SHALL NOT EXCEED 5045'. 2. THE REINFORCING STEEL BAR SIZE,. ,SPACING AND COVER OVER THE STEEL OF STRAIGHT. TRANSVERSE BARS IN TOP AND BOTTOM SLABS. OF L -BARS IN TOP :AND .BOTTOM CORNERS, OF STRAIGHT VERTICAL.. BARS IN S IDEWALLS AND/OR LONGITUDINAL DISTRIBUTION: AND; TIE BARS IN T.WHICHEVER. +OP :OR :`BOTTOM SLABS OR S 101E. WALLS SHALL .BE ,.THOSE OF v H CHEVER ADJOINING :RCB. SECTION PROVIOES THE... GREATER STEEL AREA FOR.,EACH TYPE OF BAR AND..GREATEST COVER. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITION. 3.AHE THICKNESS OF THE :WALLS. AND SLABS: SHALL BE THOSE OF THE DJOIN NG.'RCB SECTION AT EACH END `OF THE .TRANSITION AND SHALL VARY UNIFORMLY BETWEEN THE TWO ENDS. 4. 0 = 28 MPo (4000 PSI) AT 28 DAYS AND THE CONCRETE SHALL BE THE ?AME MIX AS THE ADJACENT RCB. 5. '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 (I 1/2w) CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE. SHOWN, 6. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED I N ACCORDANCE. WITH THE STRUCTURAL. NOTES APPLYING TO RCB STRUCTURES:: SHOWN ON THE 'PROJECT DRAWINGS: 7. DETAILS OF CONSTRUCTION JOINTS AND KEYWAYS SHALL BE AS SHOWN 'ON THE PROJECT DRAWINGS FOR SINGLE RCB STRUCTURES. 8-, `DIMENSIONS SHOWN ON. -THIS. PLANFOR:METRIC:AND:ENGLISH UNITS ARE NOT EXACT EQUAL : VALUES.: IF METRIC VALUES 'ARE ;USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES EXCEPT REINFORCING::AR. SIZES AN ;ENGLISH UNITS MAT ;BE .SUBST( `UTED :FOR METRIC 8AR SIZES. IF ENGLISH :UNITS*.ARE::`USED. ALL VALUES USED , FO,R CONSTRUCTION SMALL. BE ENGLISH UNITS. A MERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA :CHAPTER STANDiARD PLAN TRANSITION SIT I ON STRUCTllRE HE'I'R 341-1 SINGLE: RCB T .......SINGLE RCB - SHEET 2 OF BASIS OF BEARINGS LEGAL DESCRIPTION: OWNER DEVELOPER SOIL ENGINEER THE BASIS OF BEARING IS BASED ON THE WESTERLY BEING A SUBDIVISION OF A HOMES ALBUS-KEEFE AND ASSOC. INC. UNE OF THE NORTHEAST G1UARIIER OF SECTION 23 CENTEX PORTION OF THE SOUTHEAST 1/4 1285 CORONA POINTE COURT 1011 N. ARMANDO STREET TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN OF SECTION 14, TOWNSHIP 1 NORTH, CORONA, CA 92879 ANAHEIM, CA 92806 ON FINAL TRACT MAP NO. 13750, BLED IN BOOK 250, 6 WEST, SAN BERNARDINO PH: (951) 279-3000 PH: (7'14) 630-1626 AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE MERIDIAN, COUNTY OF SAN MERIDIAN, FAX: (951) 279-2100 FAX (714) 630-1916 OF THE COUNTY RECORDER OF SAN BERNARDINO BERNARDINO. COUNTY, BEING NORTH W30'24! WEST. BENCH MARK: p O REV. REVISION DESCRIPTION DESCRIBED BY METROPOLITAN WATER DISTRICT SO. CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE _ SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH BEFORE ON THE NORTHWEST CORNER OF A 10 FOOT WIDE YOU DIG CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". NAVD 88 - 1508.56 (FEET) fZECO20 02Aw11Vq 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Q�QFESS�O� � No.,41 DATE I ENGR. I CITY I DATE 0l�051 /( SlZE.`ANp: SPACING OF STEEL AS SHOWN ON _PROJECT DRAWINGS. EXCEPT 7`14 T S BARS- ON :EACH SIDE OF SHAFT SHALL 8E NOT. 3MALI.ER THAN ISM 0 !QQ mm A (a 0:49) 4c OR Eoulvat~ENT 15M0I00mnM1(6504')OCx1.5m ..� t5' -0'I LONG B OR c� � 3`5 OR c .._, ._.. 5 BARS 2.1 m (7'-00) LONG, 100 mm 14`1 OC. OF SIZE SHOWN FOR TRANSVERSE STEEL. QUT NOT SMALLER THAN 15M(x5) BARS. HAVE BEEN THESE FOR SHAFBARS GPEN�NG T A PLAN STREET GRADE CONCRETE RINGS (SHAFT NOT SHOWN) PER STO.PLAN 324 ' I25mmx25mmi5`x 2.1 m tT —0`) ._...,� Il RING SEAT -----� W 1 —i_r t2aW 125 �, W • a.+. is . _,-...,.,_ ....,.�•�•!•� t 5. Vl= w ) -� a � OMIT FILLET UNDER SHAFT �� I W SECTION A 173 mm {T} - co 19 A-------� STEPS � r MANHOLE FRAME AND ' COVER PER STD. PLAN 630 -� � J --STREET GRADE SECTION: C C SEE NOTE ! i MANHOLE SHAFT PER STD. PLAN 324 W W. 125 mm ,x 50 mm {S•x 29 PIPE SEAT , 125mm I *� 900 mm TABLE of VALUES FOR M tsEE NOTE i) SECTION PAVED` STREET UNPAVED STREET MAX. MIN, MAX. MIN. e67 a•, 12'-10 urs - loso nm (31 -All C " C 292 R1ffl111.1 217. mm tS 1/201 1410 mmt16"? 380 Iirl1 ( STEPS � SECTION 8 -- B AMERICAN PUBLIC VY0RK5 ASSOCIATION SOUTHERN CALIFORNIA CHAPTER PwcwtiLaATeaeY W STANDARD PLAN MANHOLE CONCRETE �'1J9UC1kORKS STANOmRCS lN'C , BOX METRIC GREEt+IElOOK GOMn►1rTtEE 2 S TORM DRAIN 323-.1 REV, Ieea USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION c3' -a4 �• I OMIT FILLET I I UNDER SHAFT_s �� I 175 ls•} 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. SEAL—ENGINEER Q�OFESSIONq� F WARIC M. TORREYSO � No. 66068 � � Exp. 06-30-06 � CIVIC- 9TF OF C NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 Il22) FOR PAVED STREETS 0R 1060 mm (3'-6') FOR UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C—C. 2. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWING, APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT, 3. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615, GRADE 40), AND SHALL TERMINATE 40 mm (! 1f2') CLEAR OF CONCRETE. SURFACES UNLESS OTHERWISE SHOWN. 4. STEPS SHALL. CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm 11481 TO 375 mm (150) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (248) ABOVE THE INVERT. 5. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN $30. UNLESS OTHERWISE SHOWN. fi. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS .OTHERWISE SHOWN.. 7. WHERE A MANHOLE SHAFT — 900 mm i361 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. S. WHERE A PRESSURE MANHOLE SHAFT'- WITH ECCENTRIC REDUCER 1S SPECIFIED REFER TO STANDARD PLAN 328, 9. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329, 10. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND .ENGLISH UNITS ARE NOT EXACT EOUAL. VALUES. IF METRIC VALUES- ARE USED,. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT. REINFORCING BAR SIZES IN ENGLISH UNITS MAY 8E SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN 324 MANHOLE SHAFT — WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT — 900 mm {360) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -- WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER 630 610 mm t241 MANHOLE FRAME AND COVER 633 914 mm i36'11 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN AN PUBLIC WORKS ASSOCIATION S SOC IATION ,. SOUTHERN ERN C LIF(? A RNLA CHAPTER STANDARD PLAN METRIC MANHOLE CONCRETE BOX STERNI DRAIN 323-1 . SHEET 2 OF 2 AL11CAS ENCl1NJCERII�C:3 DRAWN BY: 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY- A.T. PREPAR D BY: ARIC M. TORREYSON R.C.E. NO. 66068 EXP. 06-30- CHECKED BY: TE: •K.� �� / C.V.A. DATE: CITY OF FONTA NA, CALIFORNIA COYOTE CANYON STANDARD PLAN::.iz e7 AL, (4:�a ED BY: EN NE R.C.E. 51152 DATE: SCALE: AS SHOWN DATE: AUGUST 2005 DRAWING NO.: 21 3803 28 TOLL FREE '"mmm" SHEET 1 OF 2 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. SEAL—ENGINEER Q�OFESSIONq� F WARIC M. TORREYSO � No. 66068 � � Exp. 06-30-06 � CIVIC- 9TF OF C NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 Il22) FOR PAVED STREETS 0R 1060 mm (3'-6') FOR UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C—C. 2. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWING, APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT, 3. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615, GRADE 40), AND SHALL TERMINATE 40 mm (! 1f2') CLEAR OF CONCRETE. SURFACES UNLESS OTHERWISE SHOWN. 4. STEPS SHALL. CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm 11481 TO 375 mm (150) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (248) ABOVE THE INVERT. 5. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN $30. UNLESS OTHERWISE SHOWN. fi. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS .OTHERWISE SHOWN.. 7. WHERE A MANHOLE SHAFT — 900 mm i361 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. S. WHERE A PRESSURE MANHOLE SHAFT'- WITH ECCENTRIC REDUCER 1S SPECIFIED REFER TO STANDARD PLAN 328, 9. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329, 10. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND .ENGLISH UNITS ARE NOT EXACT EOUAL. VALUES. IF METRIC VALUES- ARE USED,. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT. REINFORCING BAR SIZES IN ENGLISH UNITS MAY 8E SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN 324 MANHOLE SHAFT — WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT — 900 mm {360) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -- WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER 630 610 mm t241 MANHOLE FRAME AND COVER 633 914 mm i36'11 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN AN PUBLIC WORKS ASSOCIATION S SOC IATION ,. SOUTHERN ERN C LIF(? A RNLA CHAPTER STANDARD PLAN METRIC MANHOLE CONCRETE BOX STERNI DRAIN 323-1 . SHEET 2 OF 2 AL11CAS ENCl1NJCERII�C:3 DRAWN BY: 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY- A.T. PREPAR D BY: ARIC M. TORREYSON R.C.E. NO. 66068 EXP. 06-30- CHECKED BY: TE: •K.� �� / C.V.A. DATE: CITY OF FONTA NA, CALIFORNIA COYOTE CANYON STANDARD PLAN::.iz e7 AL, (4:�a ED BY: EN NE R.C.E. 51152 DATE: SCALE: AS SHOWN DATE: AUGUST 2005 DRAWING NO.: 21 3803 28 TOLL FREE '"mmm"