HomeMy WebLinkAbout2518-2NEW NEXICO COURT OKLAHONA AVENUE 4 L 119 21 20 3E 13 L o 6
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TEXAS COURT 4" VCP MER LATERAI LOT NO. DESIGN AS BUILT
6 6+73 7 6+63
CONSTRUCTION NOTES., CONSTRUCT 8"V.C.P. SEWER CONSTRUCT 4"V.C.P SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 125.
CONSTRUCT PRECAST CONCRETE MANHOLE PER Crly OF FONTANA
STD. DWG. NO. 112.
4146TAEE SE%qRk _LRE 0i EOMFT PER C_FF�L OF FG?Fpm�A ST9. BWG. No. REMOVE PLUG & JOIN EMSTING PEPE.
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COURT
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LKFT
90
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92
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93
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95
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96
2+66
97
1+50
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NEW NEXICO COURT OKLAHONA AVENUE 4 L 119 21 20 3E 13 L o 6
o
s o )D- s D ------ AL ISoma .7 r I -P -Qv
00
-.4 f0 4- 00 00 72�K,46
(j 070 CO 0?,4AV1W 4Y,-
7 2
TEXAS COURT 4" VCP MER LATERAI LOT NO. DESIGN AS BUILT
6 6+73 7 6+63
CONSTRUCTION NOTES., CONSTRUCT 8"V.C.P. SEWER CONSTRUCT 4"V.C.P SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 125.
CONSTRUCT PRECAST CONCRETE MANHOLE PER Crly OF FONTANA
STD. DWG. NO. 112.
4146TAEE SE%qRk _LRE 0i EOMFT PER C_FF�L OF FG?Fpm�A ST9. BWG. No. REMOVE PLUG & JOIN EMSTING PEPE.
.1 I--
15,oge `g' !�eAle,C ,�4AI
DWC- - A10 - 2,51-3
000. yq,
0
TEXAS
COURT
SIRE
LKFT
90
5+99
f
5+95
92
5+38
93
4+13
94
4+03
95
2+76
96
2+66
97
1+50
f
LOT NO.
DESIGN "AS BUILro
89
6+04.51
90
5+99
91
5+95
92
5+38
93
4+13
94
4+03
95
2+76
96
2+66
97
1+50
PLANS PREPARED FOR
LEWIS HOMES OF CALIFORNIA
ATTN : Ms. MIMI RAYL
1156 N. MOUNTAIN AVENUE
P.O. BOX 670
UPLAND, CA 91786
PHONE: (909) 985-0971
;ZOT,8
24
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SC&E: In AN '00
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01
ILI co ARKANSAS AVENUE
I i"10) &:I DMAIA-3 Z's w4v4 0 Do z
LOT NO.
DESIGN "AS BUILr,
25
2+63
24
2+79
dj
4+00
26
4+16
27
5+59
f
26p 7
?-. Z-7 I N I -P.1-oo e I . 8 - ,,, I f. t\j �2 JAI 00 04,45", W. 0 o + r) 13 4 C1 C.
01
ILI co ARKANSAS AVENUE
I i"10) &:I DMAIA-3 Z's w4v4 0 Do z
LOT NO.
DESIGN "AS BUILr,
23
2+63
24
2+79
25
4+00
26
4+16
27
5+59
vy w
ARIZONA STREET
69
90
049-51 L �9 t- 6 ro. 56 A07.0VA 97 9(0 OKLAHOMA AVENUE AECORD DRAWING
THESE RECORD DRAWWS K*J1E BIMN PREPARED, IN
PART, ON THE @AM OF — COMPILED AND FURNISHED BY 07NM TIM ENOWEER WILL NOT BEdff 96 62183 RESPONSW FOR ANY SWAM ON OMMOKM WMICM Cc EV. -90, HAVE BEEN 00OFFORATED WO IM DOCUMENTS AS A RESULT TH1960F.
— am
AT7001 a '-Jay - I T;f
15A E 0, qw
REVISIONS
BENCH. MARK: # 361 BASIS OF BEARINGS: SPIKE IN NORTH FACE OF THE C.L. OF CHERRY AVE. BEING CITY OF FONTANA, CALIFORNIA
PP #i536697E. @ S.W. N 00008'Ogm E PER P.M. 1959.
CORI OF BASELINE AVE.
& SULTANA AVE. P.M.B. 28/18 WAS USED AS THE PUBLIC WORKS DEPARTMENT
ELEVATION: Q65. 01 BASIS OF BEARINGS FOR THIS PLAN DRAWN BY: SCALE: PREPARED IN THE OFFICE OF nofESSI TRACT NO, 15709-2
MADOLE AND ASSOCIATES, INC. LT DESIGNED:
el SEWER PLAN AS SHOWN
OF THE INLAND EMPIRE *a"
;__A
10601 CHURCH STREET-STE. 107 0--
TEXA-S COURT -
RANCHO CUCAMONGA, CA 91730 ND. i48 4 CHECKED: DATE:
P . HONE (909) 948-1311 Exp: 3-31-01 OKLAHOMAA VENUE
JOB NO. 9.N.c" DWG. NO. SHEET NO.
C.Tvl\- oee -7 - olp got.
w,4� OF c A 11- APPROVED 71 — - a2 2518 2OF 5
M - MADOLE R.C.E.148i4 DATE A=." CITY ENGINEER R.C.E. 25i3i *P* B 's & 11 B ST. SEWER TR. 15709-2 - 2 i [0, 2551 PF: iO5O 761 09 -Jun -97 10- 09 AM,/ 126-050-1
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