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Home My WebLink About2903-1m - I I ITOLL FREE 'qmmmwp' 1-800 227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION /i\ I RECORD DRAWING CITY, I DATE gC ;RUCT MANHOLE INLET TAAIL THIS SHEET & Ets is p PER P ETAIL IS $" E ETT IT/ lss"1_1 PICA!) I (Z)(Z)c:)c)(Z) GRADED ARE L A(AC.) 6.3 - 6.4 -5.6 7.1 4.8 EXTRA ROWS OF GRAVEL--,--' 4.5 4.1 BAGS AT RAMP SECTION OB STREET DESILTING BASIN 0.4 0.2 VEHICLE ACCESS RAMP 0.3 0.2 0.2 0.2 NOT TO SCALE SEDIMENT YIELD(P.Y.IAC.) 3.3 3.3 6.6 3.3 3.3 REMOVE, MANHOLE LID 3.3 3.3 CA7TCH PLACE 6"x6" WELDED WIRE MESH - BASIN OR APPROVED EQUAL OVER OPENING. 15.8 9.8 16.5 14.9. 131.5 (SECONDARY OUTLET) CD 4, 2 BAGS HIGH (GRAVEL) 2 BAGS HIGH GRAVEL 37 24 16 10 17 R 14 I:rl 118111 X, sj O 82 165 V1 JR15 TR 165 185 1 BAG HIGH (GRAVEL) - I I ITOLL FREE 'qmmmwp' 1-800 227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION /i\ I RECORD DRAWING CITY, I DATE T IT co RUCT ICC, gC ;RUCT MANHOLE INLET TAAIL THIS SHEET & Ets is p PER P ETAIL T IT co RUCT ICC, &I BASIN & Ets is p PER P ETAIL IS $" E ETT IT/ lss"1_1 PICA!) I (Z)(Z)c:)c)(Z) 15% MAX B EARTH ST ACCESS RAMP TO BE CONSTRUCTED @ CENTER OF ROAD WHEN BASINS ARE LOCATED ON BOTH SIDE OF ROAD (WIDTH = 10) DOUBLE ROW GRAVEL BAGS HEIGHT = 1.04' R1W CATCH BASIN INLET (SEE DETAIL BELOW) PLAN - m m 2.0 0.4 EARTH BERM AT 15% MAX 0.7 0.4 0.4 0.4 (Z)(Z)c:)c)(Z) GRADED ARE L A(AC.) 6.3 - 6.4 -5.6 7.1 4.8 EXTRA ROWS OF GRAVEL--,--' 4.5 4.1 BAGS AT RAMP SECTION OB STREET DESILTING BASIN 0.4 0.2 VEHICLE ACCESS RAMP 0.3 0.2 0.2 0.2 NOT TO SCALE SEDIMENT YIELD(P.Y.IAC.) 3.3 3.3 6.6 3.3 3.3 REMOVE, MANHOLE LID 3.3 3.3 CA7TCH PLACE 6"x6" WELDED WIRE MESH - BASIN OR APPROVED EQUAL OVER OPENING. 15.8 9.8 16.5 14.9. 131.5 (SECONDARY OUTLET) CD 4, 2 BAGS HIGH (GRAVEL) 2 BAGS HIGH GRAVEL 37 24 16 10 17 R 14 X, sj O 82 165 \�FILTER FABRIC 226 215 165 185 1 BAG HIGH (GRAVEL) MANHOLE0 INLET DETAIL x MAN VIEW z ca I' MIN LAP *NOTE. DESILTING BASINS SIZED BASED ON O.C.E.M.A. IA 1 BAG HIGH (GRAVEL) @ SPILLWAY co NOT TO SCALE 00 STREET SUBGRADE-\,,.t\N,\ )7n 0.54' FILTER FABRIC 15% MAX B EARTH ST ACCESS RAMP TO BE CONSTRUCTED @ CENTER OF ROAD WHEN BASINS ARE LOCATED ON BOTH SIDE OF ROAD (WIDTH = 10) DOUBLE ROW GRAVEL BAGS HEIGHT = 1.04' R1W CATCH BASIN INLET (SEE DETAIL BELOW) PLAN - m m 2.0 0.4 EARTH BERM AT 15% MAX 0.7 0.4 0.4 0.4 (Z)(Z)c:)c)(Z) GRADED ARE L A(AC.) 6.3 - 6.4 -5.6 7.1 4.8 EXTRA ROWS OF GRAVEL--,--' 4.5 4.1 BAGS AT RAMP SECTION OB STREET DESILTING BASIN 0.4 0.2 VEHICLE ACCESS RAMP 0.3 0.2 0.2 0.2 NOT TO SCALE SEDIMENT YIELD(P.Y.IAC.) 3.3 3.3 6.6 3.3 3.3 REMOVE, MANHOLE LID 3.3 3.3 CA7TCH PLACE 6"x6" WELDED WIRE MESH - BASIN OR APPROVED EQUAL OVER OPENING. 15.8 9.8 16.5 14.9. 131.5 (SECONDARY OUTLET) CD 4, 2 BAGS HIGH (GRAVEL) 2 BAGS HIGH GRAVEL 37 24 16 10 17 R 14 O 82 165 \�FILTER FABRIC 226 215 165 185 1 BAG HIGH (GRAVEL) MANHOLE0 INLET DETAIL x MAN VIEW z ca I' MIN LAP *NOTE. DESILTING BASINS SIZED BASED ON O.C.E.M.A. IA 1 BAG HIGH (GRAVEL) @ SPILLWAY co NOT TO SCALE 00 STREET SUBGRADE-\,,.t\N,\ )7n 0.54' FILTER FABRIC 6x WELDED WIRE MESH \_ BENCH MARK: BASIS OF BEARINGS: SHOULD CONSTRUCTION OF THE REMOVE MANHOLE LID L" PLANNING ■ E DESIGN CONSTRUCTION ITY OF FONTANAI CALIF6R'NIA X THE BEARINGS HEREON oc REQUIRED IMPROVEMENTSSz-NOT SECTION A -A )Rssjo/�, wom CATCH BASIN INLET DETAIL LLJ EL 1077,40 ARE BASED ON THE COMMENCE WITHIN TWO YEARS OF THE A.TRACT CENTERLINE OF JURUPA DATE OF APPROVAL'S SHOWN HEREON NOT TO SCALE y Las 27555 YNEZ ROAD, SUITE 4QO FUTURE RIM FUTURE FUTURE FINISH DRAWN �BY� ELEV. SURFACE CHISELED BOX IN AVENUE SHOWN AS NORTH 89*03'21' EAST PER 6" X 6" W 1.4 X W 1.4 W. W. M. H TEMECULA CALIFORNIA 92591-4679 00 EASTERLY TOP CURB, DOUBLE ROW OR APPROVED ALT SCREEN MANNER, THE CITY ENGINEER MAY -6" MIN. No. 43 90 1 '0 3 31/04 GRAVEL 13Z AS SAFETY BARRIER CONSULTING W9.676.8042 - 0 0.54' MAX. HEIGHT OF MCH EROSION CON LPLIAN o 6 JOB NUMBER ? BAGS ®SPILLWAY P.M.B.158/28-40j FOR THE PURPOSE ❑ L'i i C) zz� DESILTING BASIN TABLE* me BASIN A B C D E F G H I SLOPE LENGTH(FT.) 1400 750 1000 1040 780 1500 760 760 850 ==MEN= al - m m 2.0 0.4 0.4 0.7 0.4 0.4 0.4 STREET SUBGRADE STORM DRAIN MANHOLE E 0- N SITE,SLOPE(Z) 0.4 0.4 2.0 0.4 0.4 0.7 0.4 0.4 0.4 GRADED ARE L A(AC.) 6.3 - 6.4 -5.6 7.1 4.8 2.0 2.1 4.5 4.1 IN STORM BRAIN SL FACTOR 0.2 0.2 0.4 0.2 0.2 0.3 0.2 0.2 0.2 SEDIMENT YIELD(P.Y.IAC.) 3.3 3.3 6.6 3.3 3.3 4.9 3.3 3.3 3.3 TOTAL SEDIMENT(C.Y.) 20.8 21:11 37.0 23.4 15.8 9.8 16.5 14.9. 131.5 PLAN VIEW SECTION A -A. CD MIN. BASIN SIZE(C.Y.) 21 22 37 24 16 10 17 15 14 DESIGN BASIN, SIZE(C.Lyl') 185 185 82 165 147 226 215 165 185 MANHOLE0 INLET DETAIL x *NOTE. DESILTING BASINS SIZED BASED ON O.C.E.M.A. STANDARD PLAN #1327 NOT TO SCALE 00 BENCH MARK: BASIS OF BEARINGS: SHOULD CONSTRUCTION OF THE L" PLANNING ■ E DESIGN CONSTRUCTION ITY OF FONTANAI CALIF6R'NIA X THE BEARINGS HEREON REQUIRED IMPROVEMENTSSz-NOT )Rssjo/�, wom 16074 EL 1077,40 ARE BASED ON THE COMMENCE WITHIN TWO YEARS OF THE A.TRACT CENTERLINE OF JURUPA DATE OF APPROVAL'S SHOWN HEREON AND y 27555 YNEZ ROAD, SUITE 4QO DRAWN �BY� SCALE - CHISELED BOX IN AVENUE SHOWN AS NORTH 89*03'21' EAST PER CARRIED FORTH IN A DILIGENT H TEMECULA CALIFORNIA 92591-4679 00 EASTERLY TOP CURB, PARCEL MAP NO. 12195, MANNER, THE CITY ENGINEER MAY No. 43 90 1 '0 3 31/04 CONSULTING W9.676.8042 - FAX 909.676.7240 ■www.RBF.com MCH EROSION CON LPLIAN AS SHOWN 6 JOB NUMBER ? TAMARIND AVE„ 60' SOUTH OF TAMARIND CT., P.M.B.158/28-40j FOR THE PURPOSE ❑ REQUIRE REVISIONS TO THE PLANS TO 1p - PREP UND :R kVISION OF: DESIG DESIGNED B Y: 500' SOUTH OF SLOVER OF THIS MAL P, SAID BEARING HAD BEEN BRING THEM INTO CONFORMANCE WITH 01 V /,po 15--10018'7 APP D BY: ROTATED CLOCKWISE CONDITIONS AND STANDARDS IN OF C N DATE: Z//f CHECKED B DRAWING Ro. 0*00'39" TO NORTH 89'04'00' EAST. EFFECT. 1 -1 11 L� '' I AT III1TING CI T GINEER M ICHA El -A. LMA RCE 43090 EXP. 3-31-04 'RCE NO.