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1. (N) - NOT A SEPARATE PAY ITEM
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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 C . S. C9 ---
QRpFESS10N(
4
W
No. 41904
Exp. 3/31 /06
CIVIL
F OF C
LEGENDS AND ABBREVIATIONS
CHKD - CHECKERED
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DRAINAGE INLET
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1. (N) - NOT A SEPARATE PAY ITEM
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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 C . S. C9 ---
QRpFESS10N(
4
W
No. 41904
Exp. 3/31 /06
CIVIL
F OF C
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 27.7/32.5 115 270
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
37 a 0.90 2.6 STRAIGHT HEADWALL 9 +76.720 LT WASSON CANYON RD D -13 37 a
37 b 24 P 10 LT 600 mm AP 9 +78.755 WASSON CANYON RD 37 b
37 C MOD. "L" HW - SEE SYSTEM 38 9 +81.098 RT WASSON CANYON RD 37 c
1 REMOVE EXIST DRAINAGE FACILITY 70 +70 +/- D -13
38 a 0.90 3.9 STRAIGHT HEADWALL 71 +830246 LT D -13 38 a
38 b 82 S 32 RT DBL 600 mm AP 71+93.975 38 b
38 c 3032 6.5 MODIFIED "L" SHAPED HEADWALL 72 +05.098 RT 38 C
38 22 8 RSP2 72 +05.098 RT 38
39 a 8.2 98 1 009 0.9 AP INLET W /SHOTCRETE APRON Q 73 +030653 LT D -13 39 a
39 b 8 D 600 mm AP b
40 a 18 911 27 W I NGWALLS TYPE "A" 2 73+18.881 LT D -13 40 a
40 b 392 75600 1 1 1 15 RT QUADRUPLE 3660 mm X 2135 mm X 36m RCB 73+14.130 IMP ROUTE 74 40 b
40 c 27 1352 29 WINGWALLS TYPE "A" 2 73 +09.826 RT 40 C
40 200 58 138 RSP 2 73+18.881 LT 40
40 400147 3481 RSP 2 73+09.826 RT 40
1 REMOVE EXIST DRAINAGE FACILITY 73+10 +/- RT D -13
41 a 1. 1 3 3.0 STRAIGHT HEADWALL 73+68.103 LT D -13 41 Cl
41 b 45 P 750 mm AP 41 b
42 71 0 0 23.0 340 SHOTCRETE CHANNEL 71 +38.113 LT TO 71+83.246 LT D -13 42
43 a 1 0 9 1 FES 74+43.132 LT D -14 43 a
43 b 6 S 5 RT 600 mm RCP 43 b
43 C 1.9 1 FES 74 +370034 LT 43 C
43 22 8 RSP 2
1 REMOVE EXIST DRAINAGE FACILITY 76 +80 +/- LT D -14
44 NOT USED 44
437 77863 6025 71 .0 35.0 1 340 1 16441205 16 148 6 72.0 1114 1451 1 2 1 98 1 1 1 0-91 1 6 1 3 1 1 1 1 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 5_ 1 52 o dgn
DRAINAGE QUANTITIES
D -52
CU 08224 EA 464121