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1. (N) - NOT A SEPARATE PAY ITEM
2. (F) - DENOTES FINAL PAY QUANTITY
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
QRpFESS /O /Vf
t R . S . CHAVEZ ?,
Lu
No. 41 904
4C
Exp. 3/31 /06
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CIVIL
F OF CA
LEGENDS AND ABBREVIATIONS
CHKD - CHECKERED
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DRAINAGE INLET
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1. (N) - NOT A SEPARATE PAY ITEM
2. (F) - DENOTES FINAL PAY QUANTITY
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
QRpFESS /O /Vf
t R . S . CHAVEZ ?,
Lu
No. 41 904
4C
Exp. 3/31 /06
J
qr
CIVIL
F OF CA
LEGENDS AND ABBREVIATIONS
CHKD - CHECKERED G2 - DRAINAGE INLET
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DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
08 Riv 74 27.7/32.5 112 270
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
OF 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
13 a 17032 1.67 16.0 MODIFIED U- SHAPED HEADWALL 50 +50.372 RT D -7 13 Cl
13 b 95 P 51 LT 1 050 mm AP 50+09.885 IMP ROUTE 74 13 b
13 c 1.75 4.1 ISTRAIGHT HEADWALL 49 +75.925 LT 13 C
13 55 24 1 1 1 RSP 2 49 +75.925 LT 13
14 NOT USED 14
1 REMOVE EXIST DRAINAGE FACILITY 51 +40 +/- RT D -7
15 a 22.0 98 1 1.2 1.2 AP INLET W /SHOTCRETE APRON 53 +66.878 RT D -8 15 Cl
15 b 80 P 750 mm AP 15 b
15 c 22.0 98 1 1.0 1.0 AP INLET W /SHOTCRETE APRON 52 +88.000 RT 15 C
15 d 27 S 2 L 750 mm AP 9 +72.578 TRELLIS LANE 15 d
15 e 1.13 3.0 STRAIGHT HEADWALL 9 +72.100 LT TRELLIS LANE 15 e
16 6 RSP 2 9+72.100 LT TRELLIS LANE
1 REMOVE EXIST DRAINAGE FACILITY 52 +90 +/- RT D -8
16 NOT USED 16
17 NOT USED 17
18 a 1.75 4.1 STRAIGHT HEADWALL 58+13.135 RT D -9 18 Cl
18 b Ill .0
1 77 1 1
P 37 LT 1050 mm AP 57 +97.869 IMP ROUTE 74 18 b
18 c 1075 4.1 STRAIGHT HEADWALL 57 +66.074 LT 18 C
18 27 12 RSP 2 57 +66.074 LT 18
23.7 1.67 4.0 98 42 11 .0 31 . 107 1172 196 2 1 2.2 1 1 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 2_ 1 49 . dgn
DRAINAGE QUANTITIES
D- 49
CU 08224 EA 464121