HomeMy WebLinkAbout2838-4 (2)0236-052-12
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DESIGN STA.
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LAT. EXT.
0236-052-12 30+43f 30+67.74
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31+47± 31+42.25
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0236-062-11
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34+30.56
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0236-062-19
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0236-121-01
APN DESIGN STA. AS -BUILT STA. LAT. EXT.
0236-052-12 30+43f 30+67.74 LAT.
0236-052-46 31+47± 31+42.25 LAT.
0236-062-11 34+14f 34+30.56 LAT.
0236-062-16 37+74f 36+20.04 LAT.
0236-062-19 36+79f 36+80.77 LAT.
0236-062-07 38+04f 37+74.17 LAT.
0236-062-05 39+84f 40+01.50 LAT.
0236-052-46 31+47± 32+67.36 LAT.
0236-062-19
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36+79f 37+49.50 LAT.
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APN DESIGN STA. AS -BUILT STA. LAT. EXT.
0236-121-01 30+19.75 30+27.68 EXT.
0236-131-23 34+35f 34+27.01 LAT.
0236-131-16 35+83f 36+23.73 LAT.
0236-131-13 37+03f 37+42.95 LAT.
0236-131-14 38+03± 38+47.13 LAT.
0236-131-19 39+71.79 39+69.53 EXT.
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
ore r CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT "RECORD DRAWING" 01 /02 SCN
TOLL FREE 1-800-227-2600 1 REALIGNED & ADDED MANHOLES 0 34+00 & 36+00 01/30/01 SCN ' S
TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CI DATE
0236-062-16
0236-062-11
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0236-131-23
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SURVEY CONTROL DATA
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TGT NO.
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BEARING DISTANCE
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10000.00 10000.00
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1363.66
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10005.92 11363.65
N89'45'53"E 1207.93
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STD. DETAIL 125A CIR 125B
0236-131-13
0236-062-07
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SURVEY CONTROL DATA
W
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TGT NO. NORTHING EASTING BEARING DISTANCE
13 10000.00 10000.00 N89'45'05"E 1363.66
10 10005.92 11363.65
N89'45'53"E 1207.93710010.88 12571.57
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CONSTRUCTION NOTES:
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10 HP) $ 01 HP
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1 CONSTRUCT 18" EXTRA STRENGTH V.C.P. SEWER
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II Q2 CONSTRUCT 15 EXTRA STRENGTH V.C.P. SEWER
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CONSTRUCTION NOTES:
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1 CONSTRUCT 18" EXTRA STRENGTH V.C.P. SEWER
L
TC
II Q2 CONSTRUCT 15 EXTRA STRENGTH V.C.P. SEWER
0 3 CONSTRUCT MANHOLE PER CITY OF FONTANA STD.
A4 7 DETAIL NO. 112 MODIFIED TO 5' INSIDE DIAMETER MANHOLE
CONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
13 CITY OF FONTANA STD. DETAIL N0. 125, AND 125A OR 125B
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o V) CONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
Z W CITY OF FONTANA STD. DETAIL NO. 125, AND 125A OR 125B,
q G 1 AND 1 SACK CEMENT SLURRY BACKFILL PER GENERAL NOTE 4
0236-131-14 0236-131-19 z Z O CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER WITH 8" WATER
F- TIGHT PLASTIC PLUG WITH TIGHTENING BANDS AND 1 SACK
CEMENT SLURRY BACKFILL PER GENERAL NOTE 4
3
10 CONSTRUCT 14'f WIDTH OF 4" ASPHALT CONCRETE PAVEMENT
OVER 90% COMPACTED NATIVE FOR TRAFFIC DETOUR
OREMOVE ASPHALT CONCRETE AND REPLACE WITH 4 1/2"
ASPHALT CONCRETE OVER 6" CLASS 2 AGGREGATE BASE PER
RXW- CITY OF FONTANA STD. DETAIL 1131VARIES50 -52
36") EX. CURB FACE (36') EX. CURB FACE
12 INSTALL 15 SEWER PLUG
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VARIES 13't VARIES 13't
13 CONSTRUCT CURB AND GUTTER PER CITY OF FONTANA m
24.' EDGE OF PVMT. EDGE OF PVMT. STD. DETAIL 101
PROPOSED SEWER
STD. D TAIL 125A OR 1258 14 CONSTRUCT 6" P.C.C. SIDEWALK 5' WIDE -'
16 CONSTRUCT 0.1' ASPHALT CONCRETE OVERLAY n
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THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
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N 85'21'11 E 65.01' - I AARESULTNTHEREOF
RATED INTO mist uocuMtnis ,a5 I TYPICAL CROSS SECTION m
SCALE: t• _ 10' SCALE: 1" = 40'
SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA
L.D. KING, INC.opFESs/ REQUIRED IMPROVEMENTS NOT AlyLr)ocin 2151 CONVEN110N CENTER WAY PLAN /PROFILE SLOVER AVENUE c
SUITE 100 COMMENCE WITHIN TWO YEARS OF THE
ONTARIO, CA 91764 SLOVER AVENUE SEWER IMPROVEMENTS DATE OF APPROVAL SHOWN HEREON BY°
s SLOVER AVENUES R IMPROVEMENTS SHOWN o
No. 16434 (909) 937-0200 AND CARRIED FORTH IN A DILIGENT
Exp. 6/30/05 * CHERRY AVE. TO HEMLOCK AVE. MANNER, THE CITY ENGINEER MAY o am ar: CHERRY AVE. 0, MLOCK AVE pA; N
CN- -i1-oL
REQUIRE REVISIONS TO THE PLANS TO TA. O+O T"0+00.00 JUNE 2000
gTFOF CARL J. FR MAN, R.C.E. No. 16434 DATE STAm 30+00.00 TO 40+OOmOO BRING THEM INTO CONFORMANCE WITH CHEq(m BY: \kD BY: DALE: DRAWING NO.:
4
EXPIRES 6-30-05 CONDITIONS AND STANDARDS IN EFFECT. SCN05A2f- 9CAM 2838 g wRYENGINEERR.C.E. No. 51f'59
LDK JOB #: 124-06
1113-S
0236-131-17
PM 20407
34+27.01 STA
6" LAT
1002.76 INV
L=87.92
S=0.058
PROP. R/W
34+27.01 STA
EX. 6" LAT
(1003.18 INV)
6" INV (1006.04)
6" INV 1003.27
3
3
3 SEWER LAT. @ STA 34+27.01 REMOVED &
REPLACED W/ 6" LAT. PER CITY STD. NO. 2004 &
2005 AND ABANDON EX. LATERALS
7/17/23 SM
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
REMOVE AND REPLACE/CONSTRUCT 6" SEWER LATERAL W/ NEW
6" EXTRA STRENGTH V.C.P. LATERAL PER CITY OF FONTANA STD.
DETAIL NO. 2005, MODIFIED AS SHOWN AND CLEANOUT PER CITY
OF FONTANA STD. DETAIL NO. 2004 & 2007
ABANDON EXISTING LATERALS; CAP AT CURB19
18
10
0
3
.
6
5
1
0
0
2
.
0
6
0.00815
18
52
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17
17
17
17
17
0236-131-17
PM 20407
19
19
1919
3
3
3
3
3
3
3
36'
4'
-
6
"
EG 7/26/23