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Home My WebLink About3853-80 13Aft a ROUNO E01GES TO 76 rnm (3') R -4 t SHAFT --1 5 mx50mm( `x') P iRE SEAT i A -OLE 0 PAvI` " �i�F ERICANU -LIC O B W RKSSSOCIATI A ON SOUTHERN S iH RN CALIFORNIA CHAPTER �41iltc MANHOLE PIPE TO PIPS LARGE SIDE INLET" 322 Hf 2 OF 3 00 V) I 0 I I 0 rn N co r - L c a a. I c 'v 0 I E ,,- E BASIS OF BEARINGS: LEGAL DESCRIPTION: � BEARINGS ARE BASED ON THE WESTERLY LINE OF fQ •3 Q) a THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP c, T 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, wEAS SHOWN ON AMENDING MAP OF TRACT 13750, FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66, o � INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER N d6 OF SAN BERNARDINO COUNTY, BEING NORTH 00'3024' i WEST. �I o BENCH MARK: o c, N DESCRIBED BY METROPOLITAN WATER DISTRICT SO. CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE Q. INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE 6rn SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 E 0 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH zQ) ON THE NORTHWEST CORNER OF A 10 FOOT WIDE cp o CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD o J MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". NAVD 88 - 1508.56 (FEET) BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. TOLL FREE "`NEF" 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. OWNER/DEVELOPER Centex Homes 1265 Corona Pointe Court Corona, CA 92879 Ph: (951) 279-3000 Fax: (951) 279-2100 REVISION DESCRIPTION 9�5CO(ZO OleAW/NG NOTES I. VALUES FOR A. B. C. Di, Q2, ELEVATION R AND ELEVATION S ARE H DRAWINGS. N- APPLIES SHOWN ON THE PROSECT DR 'fit NCS, ELEVATIO S PL ES AT INSIDE WALL OF STRUCTURE. 2, WHEN DEPTH M FROM STREET GRADE TO THE TOFF OF THE BOX I$ LESS THAN 867 spm (2'-10 1/2") FOR PAVED STREETS OR 1060 mon (3-6') FOR UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL "N=« SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER 01 IS 1200 rrm (40`) OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 3, . CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER -CENTER LINE OF STORM DRAIN WHEN DIAMETER D# IS 1200 mm(48'11 OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45* WITH CENTER LINE. . LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS, BUT ANY CHANCE IN LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. 5, P SHALL. BE 125 ;mrn (5") FOR D2=2400 mm (96") OR LESS AND 200 mm (S`) FOR 02 OVER 2400 rim (916"). 6REINFORCEMENT SHALLCONFORM TO ASTM A 6I M GRADE 30 a(ASTM A6I5 , GRADE 40), AND SHALL. TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE 'SUR- FACES UNLESS OTHERWISE SHOWN. 7f FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 0. BONY OF MANHOLE SMALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT, WVITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. . THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A REVEL SEAT BUT SMALL. NOT BE LESS THAN THE TABULAR VALUES O F SHOWN ON TABLE, SW 1. 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE. RECEIVING THE SMALLER LATERAL, 11 STEPS SHALL. CONFORM TO STANDARD PLAN 635 OR 6,36.UNL E$S OTHERWISE SHOWN, STEPS SMALL, BE UNIFORMLY SPACED '350 mm (I44) TO x75 mm (151) OC. THE LOWEST STEP SMALL. NOT BE MORE THAN 600 mm (24") ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE'* A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN -320 15 INADE- QUATE. MAIN LINE - 900 mm (36") INSIDE DIAMETER OR LARGER. Bq LATERAL 500 mm (12") TO 3600 gram (1441) INSIDE DIAmeTERE HOWEVER, THE INSIDE DIAMETER -SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE. S TI S CALIFORNIA C14APTER AMERICAN PUBLIC CORKS ASSOCIATION „ SOUTHERN +�L) S'6ANIDARC? PIAN MErfitc AHOLD. PIPE TO PIPE (LARGE SIDE INLET) 322 SHEET 3 OF 4 �O '�.TORA SOIL ENGINEER ALBUS-KEEFE and ASSOC., INC. 1011 N. Armando Street N0. 6 68 Anaheim, CA 92806 Ph: (714) 630-1626 1 ER. O Fax: (714) 630-1916 q CIV��'`Fp OF In.Ai. DATE ENGR. CITY DATE SEAL -ENGINEER SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFESSIONq� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL o F SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE w ARIL M. TORREYSO m C= No. 66068 CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING Exp, 06-30-06 THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN ��9TF clv\\- OF CA 7/08 1v ljr/ EFFECT, ---- - -- �k EXP. 13. MANHOLEFRAME AND CLOVER SHALL CONFORM TO STANDARD PLAIN 630 UNLESS OTHERWISE SHOWN 14, MANHOLE SHAFT $HAL.L CONFORM TO STANDARD PLAN -324 UNLESS OTHERWISE SHOWN f5. WHERE A MANHOLE SHAFT - 900 mm (36s) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326, 16; WHERE A PRESSURE MANHOLE SHAFT - WiTH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328, 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (56") WITHOUT IS SPECIFIED REFER TO STANDARD PLAN 529. 18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC ANS ENGLISH SH UNITS TSARE:. NOT EXACT EQUAL, VALUES. IF METRIC VALUES ARE 'USED, ALL VALUES; USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR 14ETRIC BAR SIZES IF ENGLISH UNITS' ARE USED, ALL. VALUES USED FOR CONSTRUCTION SHALL. BE ENOL.ISH UNITS. THE FOLLOWING STANDARD PLANS ARE, INCORPORATED HEREIN' 324 MANHOLE $HAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT -- 900 mm C #) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC' 329 PRESSURE MANHOLE SHAFT - 914 r°nm (36*) WITHOUT REDUCER 630 610 germ (24") MANHOLE FRAME AND COVED 633 914 mrt ( S") MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP CITY OF FONTANA, CALIFORNIA AEIAICASC STORM DRAIN IMPROVEMENT PLANS E l\I G 1 N E E lZ I N C DRAWN BY: SCALE: 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. AS SHOWN PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: STANDARD DETAILS DATE: D.J.D. / O.S. JUNE 2005 ��E BY: ARIC M. T EPSON R.C.E. NO. 66068 CHECKED BY: APPR D BY• .• D6 6 DRAWING NO.: 8 A.M.T. ?S� 3853 DATE: CITY ENGINEER R.C.E. 51152 DATE: 11 . 4 Cl d. as�cre fes' �•1�""�' MM D tx��l�1 fC9hli A ktMtiir ., full MM mm 0 CM fy r arrm 6« MM (10 A 72 Rtlti'i 7 r�a0 mrn t�'2y 6 nsrra t�* mfn 76 li 3/ 210 rnrr3 !' 2 ,pipmm r 1/4 rr . ''� t[►R1 N.r 2}� ��f}ii� Iron r9 {t pS.. t SR� 0 mm frl(i'A MM 12th .. mrn •) l0 12 *} q. tn, 17" , 71711-1 MM 44 5 ERICANU -LIC O B W RKSSSOCIATI A ON SOUTHERN S iH RN CALIFORNIA CHAPTER �41iltc MANHOLE PIPE TO PIPS LARGE SIDE INLET" 322 Hf 2 OF 3 00 V) I 0 I I 0 rn N co r - L c a a. I c 'v 0 I E ,,- E BASIS OF BEARINGS: LEGAL DESCRIPTION: � BEARINGS ARE BASED ON THE WESTERLY LINE OF fQ •3 Q) a THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP c, T 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, wEAS SHOWN ON AMENDING MAP OF TRACT 13750, FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66, o � INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER N d6 OF SAN BERNARDINO COUNTY, BEING NORTH 00'3024' i WEST. �I o BENCH MARK: o c, N DESCRIBED BY METROPOLITAN WATER DISTRICT SO. CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE Q. INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE 6rn SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 E 0 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH zQ) ON THE NORTHWEST CORNER OF A 10 FOOT WIDE cp o CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD o J MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". NAVD 88 - 1508.56 (FEET) BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. TOLL FREE "`NEF" 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. OWNER/DEVELOPER Centex Homes 1265 Corona Pointe Court Corona, CA 92879 Ph: (951) 279-3000 Fax: (951) 279-2100 REVISION DESCRIPTION 9�5CO(ZO OleAW/NG NOTES I. VALUES FOR A. B. C. Di, Q2, ELEVATION R AND ELEVATION S ARE H DRAWINGS. N- APPLIES SHOWN ON THE PROSECT DR 'fit NCS, ELEVATIO S PL ES AT INSIDE WALL OF STRUCTURE. 2, WHEN DEPTH M FROM STREET GRADE TO THE TOFF OF THE BOX I$ LESS THAN 867 spm (2'-10 1/2") FOR PAVED STREETS OR 1060 mon (3-6') FOR UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL "N=« SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER 01 IS 1200 rrm (40`) OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 3, . CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER -CENTER LINE OF STORM DRAIN WHEN DIAMETER D# IS 1200 mm(48'11 OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45* WITH CENTER LINE. . LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS, BUT ANY CHANCE IN LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. 5, P SHALL. BE 125 ;mrn (5") FOR D2=2400 mm (96") OR LESS AND 200 mm (S`) FOR 02 OVER 2400 rim (916"). 6REINFORCEMENT SHALLCONFORM TO ASTM A 6I M GRADE 30 a(ASTM A6I5 , GRADE 40), AND SHALL. TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE 'SUR- FACES UNLESS OTHERWISE SHOWN. 7f FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 0. BONY OF MANHOLE SMALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT, WVITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. . THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A REVEL SEAT BUT SMALL. NOT BE LESS THAN THE TABULAR VALUES O F SHOWN ON TABLE, SW 1. 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE. RECEIVING THE SMALLER LATERAL, 11 STEPS SHALL. CONFORM TO STANDARD PLAN 635 OR 6,36.UNL E$S OTHERWISE SHOWN, STEPS SMALL, BE UNIFORMLY SPACED '350 mm (I44) TO x75 mm (151) OC. THE LOWEST STEP SMALL. NOT BE MORE THAN 600 mm (24") ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE'* A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN -320 15 INADE- QUATE. MAIN LINE - 900 mm (36") INSIDE DIAMETER OR LARGER. Bq LATERAL 500 mm (12") TO 3600 gram (1441) INSIDE DIAmeTERE HOWEVER, THE INSIDE DIAMETER -SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE. S TI S CALIFORNIA C14APTER AMERICAN PUBLIC CORKS ASSOCIATION „ SOUTHERN +�L) S'6ANIDARC? PIAN MErfitc AHOLD. PIPE TO PIPE (LARGE SIDE INLET) 322 SHEET 3 OF 4 �O '�.TORA SOIL ENGINEER ALBUS-KEEFE and ASSOC., INC. 1011 N. Armando Street N0. 6 68 Anaheim, CA 92806 Ph: (714) 630-1626 1 ER. O Fax: (714) 630-1916 q CIV��'`Fp OF In.Ai. DATE ENGR. CITY DATE SEAL -ENGINEER SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFESSIONq� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL o F SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE w ARIL M. TORREYSO m C= No. 66068 CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING Exp, 06-30-06 THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN ��9TF clv\\- OF CA 7/08 1v ljr/ EFFECT, ---- - -- �k EXP. 13. MANHOLEFRAME AND CLOVER SHALL CONFORM TO STANDARD PLAIN 630 UNLESS OTHERWISE SHOWN 14, MANHOLE SHAFT $HAL.L CONFORM TO STANDARD PLAN -324 UNLESS OTHERWISE SHOWN f5. WHERE A MANHOLE SHAFT - 900 mm (36s) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326, 16; WHERE A PRESSURE MANHOLE SHAFT - WiTH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328, 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (56") WITHOUT IS SPECIFIED REFER TO STANDARD PLAN 529. 18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC ANS ENGLISH SH UNITS TSARE:. NOT EXACT EQUAL, VALUES. IF METRIC VALUES ARE 'USED, ALL VALUES; USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR 14ETRIC BAR SIZES IF ENGLISH UNITS' ARE USED, ALL. VALUES USED FOR CONSTRUCTION SHALL. BE ENOL.ISH UNITS. THE FOLLOWING STANDARD PLANS ARE, INCORPORATED HEREIN' 324 MANHOLE $HAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT -- 900 mm C #) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC' 329 PRESSURE MANHOLE SHAFT - 914 r°nm (36*) WITHOUT REDUCER 630 610 germ (24") MANHOLE FRAME AND COVED 633 914 mrt ( S") MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP CITY OF FONTANA, CALIFORNIA AEIAICASC STORM DRAIN IMPROVEMENT PLANS E l\I G 1 N E E lZ I N C DRAWN BY: SCALE: 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. AS SHOWN PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: STANDARD DETAILS DATE: D.J.D. / O.S. JUNE 2005 ��E BY: ARIC M. T EPSON R.C.E. NO. 66068 CHECKED BY: APPR D BY• .• D6 6 DRAWING NO.: 8 A.M.T. ?S� 3853 DATE: CITY ENGINEER R.C.E. 51152 DATE: 11