HomeMy WebLinkAbout4074-2CITY DW`G 3247
0 5
'2 tC14
EXISTING FIBER x
OPTIC LINE PER +
CITY DWG 3W7 10 CISI _24
EXISTING 12" WATER U) ,EXISTING POWER
EXIS77NG 78 a
STORM DRAiN PER
CITY DWG 3249
-0
EXISTING ELECTRIC CONDUff 5
07
A13ANDONED 6* WATER LINE
EXISTING 15* SEWER LINE
PER CITY DWG 3248 4 1
EXISTING 4m GAS LINE
Gil,
10
DUN
PROPOSED 24" STORM DRAIN
Mm CL MHj PER CITY DWG. NO. 4075
(18+99.99 a Imr. Yl� BEGIN CONSTRUCTIONtN
(CITY DWG 3248)= 1 10+60.00 jut
10+00.00 EXISTING 8* DIP
PER CITY DWG. NO. 4056
REV.
e_23
A&%%%%%%VVVVVVVVVV~ MAM~
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
DATE I ENGR. I C17Y I DATE
PROPOSED IMPRO /EMENTS
'3 181 2 t 121 11 8-s 11
PER CITY DWG. N 9. 4055
5 17
PRCPOSED R/W
R I i 17
+ rr"*\ 'S%% I EXISTING
5 5 5
PROPOSED 8" WATER PROPOSED 8' WATEJ? IMPROVM00 PER
13Y OTHERS PROPOSED IMPROVEMENTS BY OTHERS + CITY DWG. NO. 3695
PER CITY DWG. NO. 40M SHEET2 OF 2
PROPOSED R/W t Dc"
STREET CL INTERSECTION
N
_A� — = — . , - . — -
w j 11+34.48 WINTER NIGHT AVENUE
00
13+49.88 TWINBERRY COURT
V r- V
P�
E) 8* WA'
S
L9YOPTOHSERI
AT
,71-,T
W
3 14! 15
04
00
N 89-57"44* W �02.85# t
I � I - Ln
15+82.00 It I - 5.000 ---- -- N OffO216" E
CL MH 14\�ZJ 0(T02'16* E 120.00'
7 -c'4 C'4
Id F V
1W
2 5 1PROPOSED R
PROPOSED R/W 5 5 8 5 5
64'1 to
11329- 32#1r4-__1 + +
8 7 6 5
1. 1_120* - __20' 1�
4 2
PROPOSED
8** WATER LINE 1
BY OTHERS
DY 'T A VENUE EXISTING 12 -3/4
al WINTER Mum STEEL WATER LINE
SHOULD CONSTRUCTION Of REQUIRED
MOV19MENTS NOT COMMENCE WHIN
IWO VMS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
0111GENT MANN% THE CITY ENGNEER MAY
REQIJ4RE REVISIONS TO THE PLANS TO
BRING THEM IWO CONFORMANCE VAM
CONOWNS AND STANDARDS IN EffECT
BASIS OF B&MINGS.-
THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE
CENTERLINE OF WALNUT AVENUE AS SHOWN ON TRACT 16572,
M.B. 304138-44, BEING N 89-57-'44- W
BUCH"K
PREPARED FOR:
Stratham Hmes SW CORNER, SEC. 31, TAN., R.5W., S.B.M.- 2- I.P.
WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF
2201 Dupont Drive, Suite 300 BASEUNE AVENUE AND CITRUS AVENUE.
IrVine, CA 92612
(949) 833-1554 ext.226
(949) 833-7853
ELEVAT101t 1395.16
CQNfflU0QN NO
(D— CONSTRUCT 8m DIP SEWER A4AIN 40
2 CONSTRUCT 8* EXTRA STRENGTH VCP SEWER MAIN
3 CONSTRUCT swmo 48,* PREcAsT CONCRETE mANHoLE
PER CITY STANDARD DWG NO. 112
4 REMOVE PLUG AND JOIN TO EXIS71NG SEWER
5 CONSTRUCT 4* EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT
PER CITY SIANDAR0 DWG NO. 125 (SEE GENERAL NOTE 30)
(IN FUT)
1 M a 40 FT.
I
Prepamd By: 11 CITY OF FONTANA CALIFORNIA
'�'qkoi - S If%
ALLARD ENGINEERING j- J -7,q * (
'' C% SEWER IMPROVEMENT PLANS
Civil Engineering - Land Surveying - Land Planning <
0 DRAWN BY: TMCT NO, V3V SCALE:
8253 Sierra Avenue _Z
0 No. 43976 m AE AS NOTED
Fontana, California 9M IT!
fQ09) 356-1815 Fax (909) 356-1795 Exp. 6/30/07 DESIGNED BY: TWINBERRY COURT & DATE:
AD WINTER NICHT AVENUE MARCH, 2006
clvlx� CHECKED BY. APPROVEDBY/5 & DRAWING NO.: 2
David S. Hanuner, R.C.E. 43976 Date 6%0f'CAQ� ml lac DATE: 9/t/010
(expires ww/m) f�V. CITY ENG&&R R.C.E. 6!!&2-&9919 4&4 2
1-Ifename.. m.-\Qwg\izyH\rmAL utNwv\sewer\onstte\izzoil—.�WK—.Z.CWg
SEM LATBW MCT MV
LOT NO.
DESIGN STA
BACKWATER
*AS -BUILT* STA. YES NO LOT NO.
DESIGN STA.
BACKWATER
'*AS -BUILT* STA. YES NO
1
10+28
X 11
12+20
X
2
11+13
X 1 12
12+45
X
3
11+58
X 13
12+52
X
4
12+39
X 14
13+08
X
5
15+14
X 15
13+86
X
6
14+33
X 16
14+36
X
7
13+89
X 17
15+17
X
8
13+05
9
12+42
X I
10
12+17
X I
REV.
e_23
A&%%%%%%VVVVVVVVVV~ MAM~
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
DATE I ENGR. I C17Y I DATE
PROPOSED IMPRO /EMENTS
'3 181 2 t 121 11 8-s 11
PER CITY DWG. N 9. 4055
5 17
PRCPOSED R/W
R I i 17
+ rr"*\ 'S%% I EXISTING
5 5 5
PROPOSED 8" WATER PROPOSED 8' WATEJ? IMPROVM00 PER
13Y OTHERS PROPOSED IMPROVEMENTS BY OTHERS + CITY DWG. NO. 3695
PER CITY DWG. NO. 40M SHEET2 OF 2
PROPOSED R/W t Dc"
STREET CL INTERSECTION
N
_A� — = — . , - . — -
w j 11+34.48 WINTER NIGHT AVENUE
00
13+49.88 TWINBERRY COURT
V r- V
P�
E) 8* WA'
S
L9YOPTOHSERI
AT
,71-,T
W
3 14! 15
04
00
N 89-57"44* W �02.85# t
I � I - Ln
15+82.00 It I - 5.000 ---- -- N OffO216" E
CL MH 14\�ZJ 0(T02'16* E 120.00'
7 -c'4 C'4
Id F V
1W
2 5 1PROPOSED R
PROPOSED R/W 5 5 8 5 5
64'1 to
11329- 32#1r4-__1 + +
8 7 6 5
1. 1_120* - __20' 1�
4 2
PROPOSED
8** WATER LINE 1
BY OTHERS
DY 'T A VENUE EXISTING 12 -3/4
al WINTER Mum STEEL WATER LINE
SHOULD CONSTRUCTION Of REQUIRED
MOV19MENTS NOT COMMENCE WHIN
IWO VMS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
0111GENT MANN% THE CITY ENGNEER MAY
REQIJ4RE REVISIONS TO THE PLANS TO
BRING THEM IWO CONFORMANCE VAM
CONOWNS AND STANDARDS IN EffECT
BASIS OF B&MINGS.-
THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE
CENTERLINE OF WALNUT AVENUE AS SHOWN ON TRACT 16572,
M.B. 304138-44, BEING N 89-57-'44- W
BUCH"K
PREPARED FOR:
Stratham Hmes SW CORNER, SEC. 31, TAN., R.5W., S.B.M.- 2- I.P.
WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF
2201 Dupont Drive, Suite 300 BASEUNE AVENUE AND CITRUS AVENUE.
IrVine, CA 92612
(949) 833-1554 ext.226
(949) 833-7853
ELEVAT101t 1395.16
CQNfflU0QN NO
(D— CONSTRUCT 8m DIP SEWER A4AIN 40
2 CONSTRUCT 8* EXTRA STRENGTH VCP SEWER MAIN
3 CONSTRUCT swmo 48,* PREcAsT CONCRETE mANHoLE
PER CITY STANDARD DWG NO. 112
4 REMOVE PLUG AND JOIN TO EXIS71NG SEWER
5 CONSTRUCT 4* EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT
PER CITY SIANDAR0 DWG NO. 125 (SEE GENERAL NOTE 30)
(IN FUT)
1 M a 40 FT.
I
Prepamd By: 11 CITY OF FONTANA CALIFORNIA
'�'qkoi - S If%
ALLARD ENGINEERING j- J -7,q * (
'' C% SEWER IMPROVEMENT PLANS
Civil Engineering - Land Surveying - Land Planning <
0 DRAWN BY: TMCT NO, V3V SCALE:
8253 Sierra Avenue _Z
0 No. 43976 m AE AS NOTED
Fontana, California 9M IT!
fQ09) 356-1815 Fax (909) 356-1795 Exp. 6/30/07 DESIGNED BY: TWINBERRY COURT & DATE:
AD WINTER NICHT AVENUE MARCH, 2006
clvlx� CHECKED BY. APPROVEDBY/5 & DRAWING NO.: 2
David S. Hanuner, R.C.E. 43976 Date 6%0f'CAQ� ml lac DATE: 9/t/010
(expires ww/m) f�V. CITY ENG&&R R.C.E. 6!!&2-&9919 4&4 2
1-Ifename.. m.-\Qwg\izyH\rmAL utNwv\sewer\onstte\izzoil—.�WK—.Z.CWg