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CONSTRU ON NO, 10
OLEANDEIR AVENUE (D- SAWCUT, REMOVE AND REPLACE EXWNG AC PAVEMENT PER DETAILS ON SHEET I
62' REMOVE PORTION OF EXIISTING VCP SEWER
30' 32' CONSTRUCT 10" EXTRA STRENGTH VCP SEWER MAIN
1 0# 20' 20' 12 EXISTING 8" VCP SEWER CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
SPER gC
�Y 1855,
EE ?WG �NQ
EXISTING AB. MILLER HICH SCHOOL
E 2 OF 5 84 SEWER
H )TECT IN PLACE IT NO. 112
EXISTING (6) 2' HDPE 240-041-06
PROTECT IN PLAC
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65.6g' SUNG
GNV C'Iklh I AT CITA CONSTRUCT 48" DROP MANHOLE PER APWA STD DWO NO. 202-0, SEE DETAILS ON SHEET 6
N56*46 01 *E CL TREES S MH w, ww,w" W ... f
EXISTING TELEPHONE LINES —k A Al a C
240-012-11 PROTECT IN PLACE 81+08.50 WALNUT AVE =81+ �"Wvc INSTALL 8" SEWER PLUG
JOIN "Iff 87.00 SWV�T STA HONE LINES
VACANT 10+00.00 OLEANDER AVE FX TING 88 1 1 '0
109+75.00 CL STREET INTERSECTION SEWER J(Z �N EXI LINE SEWER LATE ROTECT IN PVCE ISTING AC PAVEENT PER CONS[RUCTION
TING GAS LINE H A CUR BE EPIACE STAGING PLAN DWG. NO.
CL SEWER WMH73_(�) <,H", EXISTING 3 SE T ES E OFIL� A
GUTTER PER CITY lla�l 13±25.00 5 "C ry N
P OTECT IN PLACE GUTTER PER Cf
DWG NO. 3695 PROPOSED RIW \Z�CL SEWER MH IF94-N QWG NO, 1848, 5 V EX)STIN
SEE SHEET 3 OF 7 00, NOTE: SEE CITY DRAWING No. 3695 FOR A.C. PAVEMENT REMOVAL REPLACEMENT
2 CONCI
2005 AND 2006Z�
C 0 Kis TIZU CT 4" V(,P LATeRAL M CV STD, 911
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SEE SHEET 5 OF 6 EXISTING 10' SWR
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On EXI__1 AC�O W EX "1" 49" RCP CITY DWG
STIN 0 :r DE
NO, #95 TO BE REMOVED TING RIW 0. 3695
RECORF) 1)nV1j?L4V%T1r
P VCP -"- I- ---
PAVEM EXISTING 8w 1 BLE EE SHEET 3 OF 12
+ w PROPOS STORM DRAIN� DENS-� :!�EES OTECT JNJPtACE-�-�
SEWEAfER CITY DWG
aaj DETAIL -A
These Record Docum
orent d
E BRUS PER 2, WG NO, 17 ;z R -s have been prepar
C P70,77 1 \3 — A Cn 7' r_A4�- based on informa z I.—:M NTS
r,3694 EXIrING 12 314 SEE -SE 4 OF 6 4 in provided by others, 1he >. LO
11.1 ce
XP. 240-021-42 E SHEET 3 O�'Y5 PRMEC PLACE r_isci
STfEL WATIRRLINE z IN PLACE Design Professional has no, verified the accuracy
Ln
cim VACANT P�OTECT + +
of 4, f_%4 "�f
of ( 1 *021�34 GAS UNE and/or completeness of this nformation
to/ - 7 1 IS�NG 3 EXISTING 6 518 L WATER 00 2 R
<� 1 P$* OMPER AVE I and hall '4: LC
PR�TECf%EPLACE e resPonsible for any errors or arnis C%q
T CE C%4 (
FESS/ GNV DENS T EE ons Cn --ft
_��9192 MC. + , I � L )ay be incorpo 'herein as a resultsl
@ 4 Q h h rated
lz� C. APN:0240-461-52 APN:0240-461-53i, 40-052-01
105 COSTV"j '"Ap Un OLENCER AVE
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1237+ 10, 20' OF
gEV&ANDC, CA. WALNUT AV NUE ISTING 8 5/8
No. 37037
jq- (,7 9"7 0 30' 33 STEEL WATER UNE DAIrE
KCE 31037 Exp. 6- 0-18 15 PROTECT IN PLACE GRAPHIC SCAU
63A
C- ?0ePL4 CIV /27/1 16 HA 40 0 20 40 80 160
ey P. � 1�0 lo 8 CF A4 4 OLEANDER AVENUE 11111111 1 1 1 1 1
BASIS OF BEARINGS:
THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36,
TIN, R6W, S.B.M. AS SHOWN ON TRACT 16568,
M13 300159-62, BEING N 89'59'12"E
REV. REVISION DESCRIPTION
D
DATE I ENGR. I CITY I DATE
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
ce M&gp�p
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED K)RTH IN A
DIUCENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
t4D 43976
LEGEND EXP - 6130!0 7 (IN FffT)
-�,�7 77'— 1 IMs 4OFT.
SAWCUT, REMOVE AND REPLACE EXIS71NC AC PAVEMENT C
OF
T) A M r^ A rn
ORIGINAL BENCHMARK
DIAL
U I T Ur rVN I ANI-� %,r1L1I-VK
TWO WORKING
CITY OF FONTANA BM -361
R.R. SPIKE IN PP NO. '536697E AT THE SW CORNER
��?,o
ALLARD ENGINEERING
ADDED 4"
VCP LATERAL PER CITY STD. 2005, 2006
2.27.17
Civill Engineering Lani Surveying Land Planning
BEFDRE
YOU DIG
DAYS BEFORE
YOU DIG
CITY OF FONTANA
04002
AN'.4246-041-44
8353 SIERRA AVENUE
ELEVATION: 1365.01, SINCE DESTROYED
"
DRAWN BY.
AE
SEWER IMPROVEMENT PLAN
C
TOLL FREE
1-800-227-260(�
Fontana, California 92335 Lj No. 43976 M
0�_ Exp. 5/30/05
AWD 4
VCF SOWEX 1AIML ?W C frf SID. 1267
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
ce M&gp�p
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED K)RTH IN A
DIUCENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
t4D 43976
LEGEND EXP - 6130!0 7 (IN FffT)
-�,�7 77'— 1 IMs 4OFT.
SAWCUT, REMOVE AND REPLACE EXIS71NC AC PAVEMENT C
OF
T) A M r^ A rn
FILEXAME: MAdwq\14gos\nNAL I)ESIGN\SEWER\118\WALNUTAVESWR3.dwe
ORIGINAL BENCHMARK
I Up cu r, Y:
'ESS
U I T Ur rVN I ANI-� %,r1L1I-VK
PREPARED FOR:
CITY OF FONTANA BM -361
R.R. SPIKE IN PP NO. '536697E AT THE SW CORNER
��?,o
ALLARD ENGINEERING
CAPITAL IMPROVEMENT PROJECT PHASE I
OF BASELINE AVENUE AND SULTANA AVENUE.
Civill Engineering Lani Surveying Land Planning
CITY OF FONTANA
- -
8353 SIERRA AVENUE
ELEVATION: 1365.01, SINCE DESTROYED
8253 Sierra Avenue 0
DRAWN BY.
AE
SEWER IMPROVEMENT PLAN
SCALE:
AS NOTED
FONTANA, CA 92335
Fontana, California 92335 Lj No. 43976 M
0�_ Exp. 5/30/05
WALNUT AVENUE
DESIGNED BY:
DATE:
(909) 350---7610
SITE BENCHMARK
(909) 356-IB15 Fax (9091 356-1795
EW
_49001EAST OF CITRUS TO OLEANDER AVENUE
April 2005
FAX (909) 350-6618
SW CORNER, SEC. 31, TAN., R.5W., S.BM.-2m f.P.
WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF
4-1' � 0� C, I V I
David S. Hammer, H.C. E. 439?6 Date
CHECKED BY.
APPROUD BY.
411-0 441--IDATE: 7/0 r
DRAWING NO.:
BASELINE AVENUE AND CITRUS AVENUE.
OP CAL.'v
DSH
'PAlp
F/ w
F6
ELLYAWN 1L9116
(expires 6/30/2005)
36%
FIAA: CITYr ENGINEER R.C.E. 51152
FILEXAME: MAdwq\14gos\nNAL I)ESIGN\SEWER\118\WALNUTAVESWR3.dwe