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CURVE DATA,�►
DELTA RADIUS LENGTH TANGENT
42601'390 22.50 16.50 8.64 CURVE DATA
21.19802' 45.00 16.74 8.47 Q DELTA RADIUS LENGTH TANGENT
43043' I $ " 45.00 34-34 18. d.5 A 51650"00w 45.00 40.71 21.87
REVISIONS Engineer City BENCHMARK :C I TY OF FONT CAL I PORN I
PLANS PREPARED UNDER THE DIRECTION OF: A
No: Disori tions A roval Date: Approval Date: JP. K&P �t AS ,,1ATES IMJr
12\ {
l/pa,�TQ _srf�EE'T N,4/lF...yA 9
«- � PUBLIC WORKS DEPARTMENT _
— QG/,41V71ZC5-AClDg lf2-taps FUE 43 - R.R. SPIKE IN E.P.
4-5-90(g 61.96 - BY PP* 1536663E S' LY SIDE SOF Drawn b y : STORM DRAIN IMPROVEMENT PLANS Scale:
BASELINE 220 +/-ELY OF C I V I.L ENGINEERS . LAND PLANNERS STORM DRAIN LINE B �— •
GEORGE R. SAUPE . C . E . 13960 DAT CHERRY AVE. LAND SURVEYORS E . A . F N 2 1 -40
MY REGISTRATION EXPIRES 3-31-93 Designed by:
STORM DRAIN LINE C cote: J,
2002 IOWA AVE. SUITE 1.10 TRACT No. 14275-1 2
RIVERSIDE. CALIFORNIA 92507 F.C. � �� -----SEPT. 1990. -
ELEVATION = 1313.04 [714] 276-8760 ct,eaked by= Approve G����_ 4.-7.-y, Dwg.ANo, 4
'��! PP�'=C '..CITY ENGINEER R.C.E. 25124 20" 4SEEN MENEEMEN
4
a CONST9WTION NOTES a ESTIMATE OF QUANTITIES-__
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. DEEM IPT ION
LN IT
S><lAMT 1 TY
1
Construct 18" Dia. R.C.P.
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78
2�
Construct, 21:" Die. R.C.P.
3�,
Construct 24" Dia. ,R.C.P.
4
Construat12-7` Dia. R.C.P.
5
Construct 30" Die. R.C.P..
8
Construct 36" Dio-. R.C.P.
7
Construct 42" DiO.,R.C.P.
8
Construct M.H. +2 Per LACFCD Std. e2 -D184
(See Detoil On-.-Shsst 2 )
g
Construct M.H. j1 Per LACFCD S1:d. 82-D102 '
(Soo, Detail On Sheet 2 )
I0
Construct M.H. +2 Per LACFCD Std.'s.2-D184.
(See Detail On Sheet 2 )
11
Construct Catch Basin +2 (1d=7•) Per LACFCD.
Std. 82-D162 (See Detail On Sheet 2 3
141
i
Cons truet,'Catch Basin 83 (1-10') Per LACFCD
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-
Std. 92-D163 (See Detail On Sheet 2 )
-
1
Construct Catch Basin 03 (W.'14") Per LACFCQ
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-----
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-
-_
Std. 02-D163 (See Detail On Sheet 2 )
11
Construct Catch Bosin e3 (W -s21') Per LACFCD;
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Std. 1r2 -D163 (See Detail On. Sheet 2<)
1&�
Construct. Catch Basin 03 (11=28') Per LACFCp
Std, 92-D163 (See Detoll On Sheet 2 }
16;
Construct Local Depression 112 Per LACFCD
Std. 2-D88 (See Street Plans)
17�
Remove Existing Plug
Connect Into Existing RCP
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CURVE DATA,�►
DELTA RADIUS LENGTH TANGENT
42601'390 22.50 16.50 8.64 CURVE DATA
21.19802' 45.00 16.74 8.47 Q DELTA RADIUS LENGTH TANGENT
43043' I $ " 45.00 34-34 18. d.5 A 51650"00w 45.00 40.71 21.87
REVISIONS Engineer City BENCHMARK :C I TY OF FONT CAL I PORN I
PLANS PREPARED UNDER THE DIRECTION OF: A
No: Disori tions A roval Date: Approval Date: JP. K&P �t AS ,,1ATES IMJr
12\ {
l/pa,�TQ _srf�EE'T N,4/lF...yA 9
«- � PUBLIC WORKS DEPARTMENT _
— QG/,41V71ZC5-AClDg lf2-taps FUE 43 - R.R. SPIKE IN E.P.
4-5-90(g 61.96 - BY PP* 1536663E S' LY SIDE SOF Drawn b y : STORM DRAIN IMPROVEMENT PLANS Scale:
BASELINE 220 +/-ELY OF C I V I.L ENGINEERS . LAND PLANNERS STORM DRAIN LINE B �— •
GEORGE R. SAUPE . C . E . 13960 DAT CHERRY AVE. LAND SURVEYORS E . A . F N 2 1 -40
MY REGISTRATION EXPIRES 3-31-93 Designed by:
STORM DRAIN LINE C cote: J,
2002 IOWA AVE. SUITE 1.10 TRACT No. 14275-1 2
RIVERSIDE. CALIFORNIA 92507 F.C. � �� -----SEPT. 1990. -
ELEVATION = 1313.04 [714] 276-8760 ct,eaked by= Approve G����_ 4.-7.-y, Dwg.ANo, 4
'��! PP�'=C '..CITY ENGINEER R.C.E. 25124 20" 4SEEN MENEEMEN
4