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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 CS'
QRpFESS10*
4
R.S.CHAVEZ ?
Lu
No. 41 904
Exp. 3/31 /06
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CIVIL
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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 CS'
QRpFESS10*
4
R.S.CHAVEZ ?
Lu
No. 41 904
Exp. 3/31 /06
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CIVIL
F OF CA/
LEGENDS AND ABBREVIATIONS
CHKD - CHECKERED G2 - DRAINAGE INLET
AP - ALTERNATIVE PIPE AC OSD - AC OVERSIDE DRAIN
PKWY - PARKWAY BIT. CTD.- BITUMINOUS COATED
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DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
08 Riv 74 27.7/32.5 116 270
REGISTERED CIVIL E EE
a q
R.S.CHAVEZ
APRIL 2992002 rn
No. 41904
DATEPLANSAPPROVAL
Xp, 3/31 /06
RIVERSIDE COUNTY
TRANSPORTATION COMMISSION q
OF' CALIF
1
3560 UNIVERSITY AVE, SUITE 100
RIVERSIDE,CA 92501
SC ENGINEERING
14318 CALIFORNIA 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
45 a 6 170 13 W I NGWALLS TYPE ''
All
2 76+86.331 LT D -14 45 a
45 b 220 18060 31 RT TRIPLE 21 35mm x 91 5mm x 43.Om RCB 77+74.994 45 b
45 C 5 144 12 WINGWALLS TYPE ''A" 76 +640075 RT 45 c
45 121 28 50 RSP 2 76 +86.331 LT 45
45 207 64 117 RSP 2 76 +640075 RT 45
SYSTEMS 46 TO 49 NOT USED
0.48 64 1 PARKWAY DRAIN 35 +00.027 LT D -3
0.48 64 1 PARKWAY DRAIN 35 +520424 LT D -3
1 1 . 8 509 1.35 MOD. AC OSD (CASE 1) L =4 m 2 39 +57 LT D -4
20.2 509 1.35 MOD. AC OSD (CASE 1 ) L=11 m 2 53 +80 LT D -8
14.2 509 1.35 MOD. AC OSD (CASE 1 ) L =6 m 2 55+18 LT D -8
19.0 509 1.35 MOD. AC OSD (CASE 1 ) L=10 m 2 58 +40 LT D -9
9.4 5o9 1.35 MOD. AC OSD (CASE 1 ) L =2 m SZ 59 +50 RT D -9
8.2 5.9 1.35 MOD. AC OSD ( CASE 1 ) L =1 m SZ 61+66 RT D -10
16.6 5o9 1.35 MOD. AC OSD (CASE 1) L =8 m 2 62 +20 LT D -10
1 1 . 8 509 1.35 MOD. AC OSD (CASE 1 ) L =4 m SZ 63 +88 RT D -11
14.2 509 1.35 MOD. AC OSD ( CASE 1 ) L =6 m SZ 65 +70 LT D -11
21.6 5.9 1.35 MOD. AC OSD (CASE 2) L=11 m 2 70+18 LT D -12
19.2 5.9 1.35 MOD. AC OSD (CASE 2) L =9 m 2 70+18 RT D -12
2.4 SHOTCRETE TRANSITION TO VEE DITCH 39 +26 RT D -4
2.4 SHOTCRETE TRANSITION TO VEE DITCH 40 +34 RT D -4
1700 SHOTCRETE BROW DITCH 66 +80 LT TO 67 +93 LT D -12
231 18374 0.96 21 .8 166.2 392.9 92 14-8516 7 25 128 2 SHEET TOTAL
674 96339 98. 30 1172 431 .0 5588 314.0 1390 297 177 167 486 208 209 528 152 44 340 4 8 1 1 845 9
1
7
1 3 1.7 16 1154 860 13 1 4 1 .2
1 1 GRAND 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 6_ 1 53. dgn
DRAINAGE QUANTITIES
D -53
CU 08224 EA 464121