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3 THE PRECISE DETERMINATION OF INLET LOCATION, PIPE, LENGTH, SKEW,
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4. ALL HEADWALLS FOR PIPES GREATER THAN 600 mm SHALL HAVE CABLE RAILING.
AS BUILT
NO CORRECTIONS ON THIS SHEET
DATE COMPLETED 04 -16 -04
BY
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D c r%U n vE 7 2
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No. 41904
3/31/0Exp. 6
CIVIL
F OF
LEGENDS AND ABBREVIATIONS
CHKD - CHECKERED
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DRAINAGE INLET
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3 THE PRECISE DETERMINATION OF INLET LOCATION, PIPE, LENGTH, SKEW,
ELEVATION FL, ETC. SHALL BE DETERMINED BY THE ENGINEER
4. ALL HEADWALLS FOR PIPES GREATER THAN 600 mm SHALL HAVE CABLE RAILING.
AS BUILT
NO CORRECTIONS ON THIS SHEET
DATE COMPLETED 04 -16 -04
BY
QROFESS/O /vf
F
D c r%U n vE 7 2
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No. 41904
3/31/0Exp. 6
CIVIL
F OF
LEGENDS AND ABBREVIATIONS
CHKD - CHECKERED G2 - DRAINAGE INLET
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DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
08 R I v 74 27.7/32.5 113 270
REGISTERED CIVIL E EE
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APRIL 2992002 rn
No. 41904
DATEPLANSAPPROVAL
Xp, 3/31 /06
RIVERSIDE COUNTY
s> CIVIL
TRANSPORTATION COMMISSION q
OFF' CALIF
1
3560 UNIVERSITY AVE, SUITE 100
RIVERSIDE,CA 92501
SC ENGINEERING
14318 CAL I FORN I A AVE SUITE 104
VICTORVILLE,CA 92392
The State of California or its officers
or agents shall not be responsible for
the,accurawy or completeness of electronic
cop i es of tY i s p I an sheet.
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m3 kg m3 m3 m3 kg m2 m2 m3 m3 m3 m3 m3 m m m m m EAEAEA k9 EA EA EA m m m m EA EA m m
1 REMOVE EXIST DRAINAGE FACILITY 58 +05 +/- RT D -9
19 12.6 4 0 0 61 SHOTCRETE CHANNEL 58+13.135 RT TO 58+19.774 RT D -9 19
20 a 0.90 206 STRAIGHT HEADWALL 59 +22.120 D -9 20 a
20 b 104 1 D 1 L 600 mm AP 9 +820238 RIVERSIDE STREET b
20 c 0.90 2.6 STRAIGHT HEADWALL 58 +190774 RT c
21 Cl 2200 98 1 0.9 0. 9 AP INLET W /AC APRON 2 61+61.532 RT D -10 21 Cl
21 b 21.3 38 P 20 LT 600 mm AP 61 +56.200 IMP ROUTE 74 21 b
21 c 0.90 2.6 STRAIGHT HEADWALL 61 +48.862 LT 21 c
21 11 4 RSP 2 61 +48.862 LT 21
22 a 2.03 5.2 STRAIGHT HEADWALL 10 +52.915 RT CRUMPTON STREET D -10 22 a
22 b 44 1 S 45 LT DOUBLE 900 mm AP 10 +44.789 CRUMPTON STREET 22 b
22 c 2003 5.2 STRAIGHT HEADWALL 10 +370531 LT CRUMPTON STREET 22 c
22 42 18 RSP2 10 +37.531 LT CRUMPTON STREET 22
23 a 22.0 98 1 0.8 0.8 AP INLET W/ AC APRON Q 63 +81 0 539 RT D -11 23 Cl
23 b 1 2506 34 P 25 RT 600 mm AP 63+74.487 IMP ROUTE 74 23 b
23 c PIPE TO SHOTCRETE CHANNEL 2 63 +66.765 LT 23 c
24 144 46.0 687 11 4 SHOTCRETE CHANNEL W/ RSP 2 63+21.956 LT TO 64+07.115 LT D -11 24
25 a 1.9 1 FES ( CHANNEL CONNECTION) 64+19.016 LT D -11 25 Cl
25 b 12 P 0 600 mm RCP 25 b
25 c 1.9 1 FES(CHANNEL CONNECTION) 64 +07.115 LT 25 c
26 78 25.0 370 SHOTCRETE CHANNEL 64 +190016 LT TO 64 +680402 LT D -11 26
1 REMOVE EXIST DRAINAGE FACILITY 1 62 +20 +/- RT ID-101 I
6.76 234.6 78.8 1 1 1 8 44.0 64 26 46.9 18. 2 176 44 2 196 2 1 .7 12 2 1 SHEET TOTAL
FOR REDUCED PLANS ORIGINAL 0 20 40 60 80
SCALE IS IN MILLIMETERS l i I i I i I i l
USERNAME _> SC ENGINEERING
DGN F I LE _ > 84641 2_ 01 1 3_ 1 50. dgn
DRAINAGE QUANTITIES
D -50
CU 08224 EA 464121