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ELEVATION = 1031.22
FD. 1" 1P, NO TAG, DN. 0.1' FD. 1" 1P, W/ CO. TAG 41VE OAK AVE.E. E EV.=1027.58 ELEV.=1029.77 RR SPIKE IN POLE NO. 61319 NE COR.
ELEV.= 1012.84 ' DN. 0.1' M OF SANTA ANA AVENUE AND
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0236-062-02 43+74f 44+64.51 LAT.
0236-062-05 SEE SHT. 4
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LAT.
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0236-131-19
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SEWER LATERALS -NORTH /z
APN DESIGN STA. AS -BUILT STA. LAT. EXT.
0236-062-23 41+49± 42+02.28 LAT.
0236-062-03 42+89± 43+03.82 LAT.
0236-062-02 43+74f 44+64.51 LAT.
0236-062-05 SEE SHT. 4 40+01.50 LAT.
0237-011-12 47+30.00 48+95.73
0236-062-23
1
41+49±
1
42+65.06
1
LAT.
SEWER LATERALS -SOUTH A2
APN DESIGN STA. AS -BUILT STA. LAT. EXT.
0236-131-19 39+71.79 39+69.53 EXT.
0236-131-22 47+78.77 42+84.88 EXT.
0236-131-01 43+64f 43+59.60 LAT.
0236-131-02 44+34f 44+42.09 LAT.
0236-131-03 44+82f 44+82.00 LAT.
0237-061-01 47+30.00 47+30.47 EXT.
0237-061-02 49+59f 49+67.52 LAT.
0 DELTA/BEARING RADIUS LENGTH TANGENT
1 N 89'45'52" E - 278.77' -
2 N 89`45'52" E - 321.23' -
3 N 89`44'23" E - 130.00' -
4 N 89'45'20" E - 270.00' -
5 N 00'14' 08" W - 75.00' -
6 05'08'26" 835.94' 75.00' 37.53'
7 N 00'14' 40" W - 73.00' -
8 N 0014'40" W - 27.00' -
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENTFESS L.D. KING, INC.
CODE REQUIRES A DIG ALERT IDENTIFICATION ,FRfF!Lr) 2151 CONVENTION CENTER WAY
a r • SUITE 100
NUMBER BE ISSUED BEFORE A PERMIT TO ONTARIO, CA 91764
EXCAVATE WILL BE VALID No. 16434 (909) 937-0200
Exp. 6/30/05FORYOURDIGALERTI.D. NUMBER CALL * p
UNDERGROUND SERVICE ALERT CIV 1q
TOLL FREE 1-800-227-2600 "RECORD DRAWING" Srvo' 01/02 SCN I OFCAi- CARL J. FREEMAN, R.C.E. No. 16434 DATE
TWO WORKING DAYS BEFORE YOU DIGREV. REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES 6-30-05
2 TYPICAL CROSS SECTION
SCALE: 1" = 10'
PLAN / PROFILE
SLOVER AVENUE SEWER IMPROVEMENTS
CHERRY AVE. TO HEMLOCK AVE.
STAm 40+00.00 • 50+OOmOO
71 CITY `oF Fo N
SURVEY CONTROL DATA
CONSTRUCTION NOTES. -
TGT NO. NORTHING EASTING BEARING DISTANCE
10 10005.92 11363.65 N89'45'53"E 1207.93
7 10010.88 12571.57
N89'44'19"E 89.89
8 10011.29 12.661.46
N89'45'16"E 1341. 4 10017.04 14003.3287
71 CITY `oF Fo N o CONSTRUCTION NOTES. -
HP ) O
r'°y, O @CONSTRUCT 15" EXTRA STRENGTH V.C.P. SEWER
TELE--- ___--_-- _`) .. -..; ___ _
0 3 CONSTRUCT MANHOLE PER CITY OF FONTANA STD.
Ln 0 DETAIL NO. 112 MODIFIED TO 5' INSIDE DIAMETER MANHOLE
JS STOP
TEL)
L 4 CONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
m _
5
CITY OF FONTANA STD. DETAIL NO. 125, AND 125A OR 1258
10 CONSTRUCT fi EXTRA STRENGTH V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DETAIL NO. 125, AND 125A OR 125B,
W
Z AND 1 SACK CEMENT SLURRY BACKFILL PER GENERAL NOTE 4
J @CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER WITH 8" WATE
01 0237-061-02 TIGHT PLASTIC PLUG WITH TIGHTENING BANDS
Q CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER WITH 8" WATE
TIGHT PLASTIC PLUG WITH TIGHTENING BANDS AND 1 SACK
CEMENT SLURRY BACKFILL PER GENERAL NOTE 4
BORE AND JACK 36" INSIDE DIAMETER STEEL CONDUCTOR
CASING (9/16" MINIMUM WALL THICKNESS)
R w @CONSTRUCT 14'f WIDTH OF 4" ASPHALT CONCRETE PAVEMENT
VARIES 50'-52'
OVER 90% COMPACTED NATIVE FOR TRAFFIC DETOUR
CURB FACE 11 REMOVE ASPHALT CONCRETE AND REPLACE WITH 4 1/2
It m
ASPHALT CONCRETE OVER 6" CLASS 2 AGGREGATE BASE PER
STD. D TAIL 125A OR 125B CITY OF FONTANA STD. DETAIL 131
13 CONSTRUCT CURB AND GUTTER PER CITY OF FONTANA
0
0
STD. DETAIL 101 0
50
O(
T) 14 CONSTRUCT 6" P.C.C. SIDEWALK 5' WIDE
4
T--
15 CONSTRUCT 14'f WIDTH OF 4" ASPHALT CONCRETE PAVEMENT 0
OVER 90% COMPACTED NATIVE FOR TRAFFIC DETOUR,
TO BE REMOVED AFTER CONSTRUCTION BY CONTRACTOR
1' @CONSTRUCT 0.1' ASPHALT CONCRETE OVERLAY 0
I
SCALE: 1 " 40'
m
CITY OF FONTANA, CALIFORNIASHOULDCONSTRUCTIONOFTHE
SLOVER AVENUEREQUIREDIMPROVEMENTSNOT QO
0COMMENCEWITHINTWOYEARSOFTHE
DRAWN BY:
SLOVER AVENE SE R IMPROVEMENTSDATEOFAPPROVALSHOWNHEREON
AND CARRIED FORTH IN A DILIGENTASMS
CHERRY AVE. ,-HEMLOCK AVE.
SHORN co
DESIGNED BY: DATE. MANNER, THE CITY ENGINEER MAY t
REQUIRE REVISIONS TO THE PLANS TO CCP A. 49+o'- /,(0750+00.00 JUNE 2000
BRING THEM INTO CONFORMANCE WITH aiEacED BY: AP BY: DAIS: DRAWING NO.:
5CONDITIONSANDSTANDARDSINEFFECT. PT 2838
CITY ENGINEER R.C.E. No I51 5 8
LDK JOB #: 124-06
1113-S
ABANDON EXISTING LATERALS; CAP AT CURB19
FOR 3 REVISION ONLY:
WESTLAND GROUP INC.
4150 CONCOURS, SUITE 100
ONTARIO, CA
(909)989-9789
SIARA MACKINNEY, P.E. RCE 85559
DATE 05/18/2023 EXP. DATE:
9/30/24
3 ABANDON EX. LATERALS 7/17/23 SM
19
3
0236-131-17
PM 20407
3
0236-131-17
PM 20407
3
17
3
EG 7/26/23