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1*CONTRACTOR TO VERIFY LOCATION INSTALL 397.67 LF. INSTALL 361.31 LF. INSTALL 69.59 LF
PRIOR TO BEGINNING CONSTRUCTION1 No 0 a —
42 RCP — 1350D SCALE I N FEET 420 RCP — 1 15W 42" RCP — 1 &WD
LINE A 0 40 SO 120 ISO
'T,
t
1 T
t3
00
**SEE CALTRANS PLAN 88 OF 353
, 08—SBd-30—R21.1/R24.3
CURVE & LINE DATA TABLE
DELTA/BEARING RADIUS LENGTH/DIST. TANG -ENT --------------
89*5924" 70.00' 109.94' 69.99' DIAL
N4,V48'00"E — — 8.07' BEFORE
YOU DIG
45*00'00" 22.50' 17.67' 9.32'
TM.L FREX
N89 -48'00"E 5.00, A IRMIC SMICE BY
TWO ZWK
DAYS KF
Ymj 1111
�j_m J�AC,_ - :t�l__0-7=
ADD Z-1AIE 'l40'**C0/vA/4E7c_7/0/v
A DD I- /A/�= "/,=- " C 0AIAI&C 710 A./
210 llll�lm
14-
I
*pl
. 10
- ', r,
N� f 6 "'5611380
ks-Az
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
W9—CONSTRUCT JUNCTI N STRUCT. PER APWA SM 331-2 (ON SHEET 4).
MATCHLINE - SEE SHEET 3 OmAn na I If%
BENCH kMW- No. 615
RAILROAD SPIKE AT INTERSECTION
OF CITRUS AVE. AND LOS CECROS
AVE, IN POWER POLE NO. 9011E
ON THE EAST SIDE OF CITRUS AVE.
I v lMQlfM_l_ LPF%n&r% 4A
11 CONSTRUCT CMP RISER PER OCEMA STI) 1327 (ON SHEET 4).
8 OF BEAF&400 Aft
BEARING OF N89*30'06'E ALONG CONSTRUCT PIPE PROTECTION PER APWA SM 225-1 (ON SHEET 4).
No. LINE OF SEC. 30, T.lN.,R.5W., CONSTRUCT CONCRETE COLLAR PER APWA STD 380-2 (ON SHEET 5)'.
PER R.S. 58/5, WAS USED AS
BASIS OF BEARINGS FOR THIS
L_rlM.
Preporecl Under "Ibe SupervWw Of : CITY OF FONTANA, CALIFORNIA
PREPARED IN THE OFFICE OF 0 A
MADOLE AND AWOCIATES, INC. STORM Drl%rl%IN IMPROVEMENT PLANS
10601 CHURCH STREET, STE. 107 ORNIN W. SIER L KES PARK SML* 1 w_40
RANCHO CUCAMONGA, CA 91730 ATS/JKD I
PHONE (909) 948-1311 DODO or --LJN E A: 10 0 18+37.89 DAIL
12/12/01
Date : (1-2-0-01 CHECKED Or
"§CE 6218t EXP. 9-30-W ATS 2967 //5
CITY ENGINEER -R.C.E.--511W DXTE
J:\826-1180\-otorm\sd2.dwg,12t2Ot2O011l:46,iC,��,k� %�t,
1+16.16
1213
1 +20.95 END
. ..
...
LAI_ AS-
1
1_7
SEE SHEET
FOR PROFILE
17+65.97 /-;N
CL MH
V�/ CONSTRUMON
NOTE
INSTALL 1 So
RCP — D LOAD
PER
PROFILE.
,&—1
INSTALL 30*
RCP — D LOAD
PER
PROFILE.
3 INSTALL 36*
RCP — D LOAD
PER
PROFILE.
4 INSTALL 42w
RCP — D LOAD
PER
PROFILE.
MAY 15 2003
JOIN EXISTING
MANHOLE.
14'
6 REMOVE EXISTING RCP.
Q) ---CONSTRUCT
MANHOLE PER APWA
STI) 320-1
(ON SHEET 4).
a CONSTRUCT
MANHOLE PER APWA
STI) 322-1
(ON SHEET 5).
W9—CONSTRUCT JUNCTI N STRUCT. PER APWA SM 331-2 (ON SHEET 4).
MATCHLINE - SEE SHEET 3 OmAn na I If%
BENCH kMW- No. 615
RAILROAD SPIKE AT INTERSECTION
OF CITRUS AVE. AND LOS CECROS
AVE, IN POWER POLE NO. 9011E
ON THE EAST SIDE OF CITRUS AVE.
I v lMQlfM_l_ LPF%n&r% 4A
11 CONSTRUCT CMP RISER PER OCEMA STI) 1327 (ON SHEET 4).
8 OF BEAF&400 Aft
BEARING OF N89*30'06'E ALONG CONSTRUCT PIPE PROTECTION PER APWA SM 225-1 (ON SHEET 4).
No. LINE OF SEC. 30, T.lN.,R.5W., CONSTRUCT CONCRETE COLLAR PER APWA STD 380-2 (ON SHEET 5)'.
PER R.S. 58/5, WAS USED AS
BASIS OF BEARINGS FOR THIS
L_rlM.
Preporecl Under "Ibe SupervWw Of : CITY OF FONTANA, CALIFORNIA
PREPARED IN THE OFFICE OF 0 A
MADOLE AND AWOCIATES, INC. STORM Drl%rl%IN IMPROVEMENT PLANS
10601 CHURCH STREET, STE. 107 ORNIN W. SIER L KES PARK SML* 1 w_40
RANCHO CUCAMONGA, CA 91730 ATS/JKD I
PHONE (909) 948-1311 DODO or --LJN E A: 10 0 18+37.89 DAIL
12/12/01
Date : (1-2-0-01 CHECKED Or
"§CE 6218t EXP. 9-30-W ATS 2967 //5
CITY ENGINEER -R.C.E.--511W DXTE
J:\826-1180\-otorm\sd2.dwg,12t2Ot2O011l:46,iC,��,k� %�t,