The URL can be used to link to this page

Home My WebLink About3852-6C/L M.H. N0. 17 10+12.27 =10+12.27 S7. STA. 46 36.3 P.E. GRAPHIC SCALE 40 0 20 40 80 1" = 40' r BEARINGS ARE BASED ON THE WESTERLY LINE OF THE NORTHEAST V r OUARTER OF SECTION 23, TOWNSHIP 1 NORTK RANGE 6 WEST, SAN BERNARDIVO MERIDIAN, AS SHOWN ON AMENDING MAP OF TRACT 13750, FLED N BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66, INCLUSIVE, N THE OFTE OF THE COUNTY RECORDER OF SAN BERNAI COUNTY, BEING NORTH OF 0030'24' WEST, ED •-i':q• .-•-• .. -� -• 80UTHNVEST CORNER OF CFERRY AVE AND 8l1AIufT AVE 101 o FEET WEST OF THE CENTERLINE OF CHERRY AVE AND 37 FEET SOUTH OF THE CEN`rffLINE OF SUMMIT AVE. SET FLUSH ON THE NORTHWEST CORNER OF A 10 FOOT WIDE MWDSC 3 NCH BRASS DISK STAMPED '33A 1892'. NAVD 88 -1508.56 (FEET) I iq I I I 1 T1P.� i' STA. 10+29.24 PROP. R/WJ 1' DESIGN STA. X-ING PROP. 8" WATER 1. 43 BOT Z J I J I TOP SWR.'=1626. •M ��q��''1�/ P LEWOOD L A LAM M 44 I 42 3' 3' 41 y 40 102 M . N0. 19 I --A lX 37.5 P.E. 40.8 P.E. 43.7 P.E. 47.5 P.E. 47 ~ - YES 35.5 P.E. 10+65.00 15+95.00 =15+95.00 ST. STA. 10+00.00 COTTONTAIL WAY C/L INT. 3 11+00 =12+62.29 MAPLEWOOD LANE CIL 3+ 105 3 106 3 107 108 38.6 P.E. 107 14+38.39 40.0 P.E. }M 42.6 P.E. v ^ it C/L M.H. N0. 17 10+12.27 =10+12.27 S7. STA. 46 36.3 P.E. GRAPHIC SCALE 40 0 20 40 80 1" = 40' r BEARINGS ARE BASED ON THE WESTERLY LINE OF THE NORTHEAST V r OUARTER OF SECTION 23, TOWNSHIP 1 NORTK RANGE 6 WEST, SAN BERNARDIVO MERIDIAN, AS SHOWN ON AMENDING MAP OF TRACT 13750, FLED N BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66, INCLUSIVE, N THE OFTE OF THE COUNTY RECORDER OF SAN BERNAI COUNTY, BEING NORTH OF 0030'24' WEST, ED •-i':q• .-•-• .. -� -• 80UTHNVEST CORNER OF CFERRY AVE AND 8l1AIufT AVE 101 o FEET WEST OF THE CENTERLINE OF CHERRY AVE AND 37 FEET SOUTH OF THE CEN`rffLINE OF SUMMIT AVE. SET FLUSH ON THE NORTHWEST CORNER OF A 10 FOOT WIDE MWDSC 3 NCH BRASS DISK STAMPED '33A 1892'. NAVD 88 -1508.56 (FEET) I iq I I I 1 T1P.� i' I' ® PROP. R/WJ 1' DESIGN STA. AS BUILT STA." BACKWATER VALVE 1. ® J I J I J I J J W I J i 45 44 00 Ln o y 42 3' 3' 41 y 40 N 3937.1 M . N0. 19 38.1 P.E. � 151139.1 P.E. 40.8 P.E. 43.7 P.E. 47.5 P.E. Z m ~ - YES ~ 10+65.00 15+95.00 =15+95.00 ST. STA. 103 3 3 104 3+ 105 3 106 3 107 108 38.6 P.E. 107 14+38.39 40.0 P.E. }M 42.6 P.E. v ^ it 46.2 P.E. 50.5 P.E. 62.0 P.E. (& ,, v PROP. R/W--, 'u v 1240'p n N1 3+00 1 1 14+00 119+00 1 -- - - _- , +- - -- N - -'3 t� ----- s, STREET ---�- ---�-- PROP. 8" WA1ER�--- COTTONTAIL WAY �1O i -a T .D (3,? C p WAY DIAL BEFORE DAYS WORKING YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY INIDERGROUND SERVICE ALER1 REV. I REVISION DESCRIPTION A'•BCM0 OPEAWING Cant" 2101/100 1265 Corona Polite Colrt Corona, CA 92879 PIK (WO 279•-3000 Far On 279-2100 ��I�L17��:Le;;IBIaIi1fV1 rA ALBUS#EFE and ASSOC., INC. 1011 N. Armando Street AmahoK CA 92806 Pk (714) 630-1626 Far (714) 630-1916 DATE J 38 54.8 P.E. c' T1P.� i' I' ® PROP. R/WJ 1' DESIGN STA. AS BUILT STA." BACKWATER VALVE 1. ® J I J I J I J J W I J i 45 44 43 42 3' 3' 41 y 40 N 3937.1 P.E. 38.1 P.E. � 151139.1 P.E. 40.8 P.E. 43.7 P.E. 47.5 P.E. ` 51.4 P.E.E r, COTTONTAIL WAY �1O i -a T .D (3,? C p WAY DIAL BEFORE DAYS WORKING YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY INIDERGROUND SERVICE ALER1 REV. I REVISION DESCRIPTION A'•BCM0 OPEAWING Cant" 2101/100 1265 Corona Polite Colrt Corona, CA 92879 PIK (WO 279•-3000 Far On 279-2100 ��I�L17��:Le;;IBIaIi1fV1 rA ALBUS#EFE and ASSOC., INC. 1011 N. Armando Street AmahoK CA 92806 Pk (714) 630-1626 Far (714) 630-1916 DATE J 38 54.8 P.E. c' • • •"W I• a - • • 0-1. �• --• - - • .. - .ilo -.- - - .41141114ix Ali -- Q` wig • . • • • • - • SEAL -ENGINEER 3' MAX SIZE NATIVE SOIL COMPACTED 95% 6" MAX SIZE - NATIVE SOIL COMPACTED 90% 8" VCP " 1 " MAX SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% N v TYPICAL BEDDING FOR 8" VCP/DIP LESS THAN 10' DEEP N. T. S. CONSTRUCTION NOTES O CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER DETAIL HEREON. O2 CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO.112. O CONSTRUCT 4" SEWER LATERAL AND HOUSE CONNECTION PER CITY OF FONTANA STD. NO. 125 AND NO. 1258, IN LANDSCAPE AREAS SO INSTALL BACKWATER DEVICE. 3' MAX SIZE NATIVE SOIL COMPACTED 95% 10 •" MAX 6" MAX SIZE - NATIVE SOIL COMPACTED 90% o\D.CuM`�y ENGINEERING yJ Z 937 SOUTH VIA LATA DRAWN BY: r� SUITE 500 OS NO. C041983 z COLTON, CA 92324 DESIGNED BY: EXP. 3/31/06 PH. 909 783-0101 FAX 909 783-0108 PREPARED HRIS D. S R.C.E. NO. 41983 LB 4j C EXP. DA 3/ 6CHECKED BY: f OF CAf DATE: SBC/,1A J.M � L"I ` � n 8" VCP/DIP TABLE. SEWER LATERALS LOCATION (BY STATION) LOT NO. DESIGN STA. AS BUILT STA." BACKWATER VALVE 1. 15+89.35 NO - 39 14+61.25 - YES 40 13+93.25 - YES 41 13+21.25 - YES 42 13+05.25 NO - 43 11+81.25 - YES 44 11+65.25 - YES 45 10+34.75 - YES 102 10+65.00 - YES 103 12+00.39 - YES 104 12+16.39 NO - 105 12+93.39 NO - 10613+68.39 - YES 107 14+38.39 - YES • • •"W I• a - • • 0-1. �• --• - - • .. - .ilo -.- - - .41141114ix Ali -- Q` wig • . • • • • - • SEAL -ENGINEER 3' MAX SIZE NATIVE SOIL COMPACTED 95% 6" MAX SIZE - NATIVE SOIL COMPACTED 90% 8" VCP " 1 " MAX SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% N v TYPICAL BEDDING FOR 8" VCP/DIP LESS THAN 10' DEEP N. T. S. CONSTRUCTION NOTES O CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER DETAIL HEREON. O2 CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO.112. O CONSTRUCT 4" SEWER LATERAL AND HOUSE CONNECTION PER CITY OF FONTANA STD. NO. 125 AND NO. 1258, IN LANDSCAPE AREAS SO INSTALL BACKWATER DEVICE. 3' MAX SIZE NATIVE SOIL COMPACTED 95% 10 •" MAX 6" MAX SIZE - NATIVE SOIL COMPACTED 90% o\D.CuM`�y ENGINEERING yJ Z 937 SOUTH VIA LATA DRAWN BY: r� SUITE 500 OS NO. C041983 z COLTON, CA 92324 DESIGNED BY: EXP. 3/31/06 PH. 909 783-0101 FAX 909 783-0108 PREPARED HRIS D. S R.C.E. NO. 41983 LB 4j C EXP. DA 3/ 6CHECKED BY: f OF CAf DATE: SBC/,1A J.M � L"I ` � n 8" VCP/DIP TABLE. 200-1.2 [A] SIEVE SIZE PERCENTAGE PASSING SIEVES 1 112- 1. - 3/4" 100 1/2 90-100 3/8" 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 B TEST GRADING 6" MIN 10" MAX 1 " MAX SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% 1/2" CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 [A] SHOWN TYPICAL BEDDING FOR 8" VCP/DIP 10' OR DEEPER N. T. S. CITY OF FONTANA, CALIFORNIA COYOTE CANYON TRACT 16290-1 SEWER IMPROVEMENT PLANS SCALE: COTTONTAIL WAY DATAE SHOWN ABOVE E: MAMWOOD tW TO HOPEY PIPE LAW JULY, 2004 APP VED BY- . DRAWING NO.: 6 VY ENGINE R.C.E. 51152 DATE: 32 7