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STREET IMPROVEMENT PLANS
OLEANDER AVENUE
FROM ±440' NORTH OF SANTA ANA AVENUE TO ±2,1 90' NORTH OF SANTA ANA AVENUE
IN THE CITY OF FONTANA
INDEX MAP
SCALE 1'=100'
PROP. LY E RELY k DC�LY
75'
42' 33'
10' 32'
1 30'
EKISTMNG NrIPROVErENTS
ROAD DEDICATION DOCUMENTAiTON9.5, 10* 10'
RECORDMNG S1N. l PENDIN kt
0.50' 6 � �
3 1 14 LEND.
2% LINE
— �-
4 L EXIST.
CURB
R p
GUTTER
4' THICK SELECT LOCAL SELECT LOCAL
- BASE MATERIAL BASE MATERIAL.
OLEANDER AVENUE
TYPICAL STREET SECTION TI -63
(I"a)
BASIS OF BEARING
THE KAM OF NORTH Mr 56' EAST ON THE CENTERLINE OF
CITRUS AVENUE AS SHOWN ON PARCEL MMP In 5362, FiLED N
BOOK 51, PAGE 0 OF PARCEL MAPS, IN THE OFFICE OF THE
RECORDER. Comm OF SAN BERNMRDNNO.
FONTANA BENCMARIC I.D. 289.
DEStINPTION: SANTA ANA AVENUE & CATPM AVENUE
RR SPACE N POLE # 61319 NE COR.
ELEVATION: 1032.33'
cwt civi4 Mmzk# sly WSW
001 ••.••�::: and Wastewatel•F.�giaeerltTg,
.. max'::•
ti��='`' ••��,�•�' .�s.�, P C'onstructioa
ANN.`
=ter ms}` `- - x fi -
�y ``r, fiz a •;i w� Matta$I r1Blt and Sut'rrying .
1K''118 Wei Lime Avenue
b
YOU OK's silm CID Monrovia, Ca. 91016
1
A MIC NTNIITICE !Y Uil: O CE a r. ~ efering inc. Phone: (626) 357-0588
Fax: (626) 303-7957 rsEv.
VICINITY MAP
N.T.S.
CONSTRUCTION NOTES: gmu
n
Q
Smm DOM ASPHALT CONCRETE PAVEMEN .
1,518 L.F.
STRUC1tlREs SHOAMN ON ARE A
RECORDS. TO THE BEST OF OUR iKI0 LEDGE THERE ARE NO DOM UTILITIES
MUM DQSTNNG ASPHALT CONCRETE PINIEME>IIT AND BASE.
16.213 S.F
�3
CONSTRUCT 4.5' A.C. MN. OVER 12' WOW OF W COM FAM NATIVE SLIMA aE..
55,444 S.F.
4�
CONSTRUCT 8' P.C.C. CURB & GUTTER PER CRY OF FONTANA SiD. PUN W.
rim
1000. SEE DETAL 1 ON SHEET NO. 4.
�5
CONSTRUCT 6' P.C.C. COMMERCIAL, DRIVE APPROACH PER CRY OF FONTANA
1.320 S.F.
STD. PLAN NO. 1002, SEE MTAL 2 ON SHEET NO. 4.
�6
` �..��
6.020 S.F.
T :7T.C7�S7' -.. -.�F . :�Y7F`• ni'
1*� [ � Y.�
�; =s-'.:i7'�.7..
f .� ='. �•SL {t:..�:,"PtI7':
.r
�I� 'E.1.^ " .�r� �•`.
Q
t
1 EA.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RE'SPONITY S�
�
P t
mom
1
.
¢�—
-
....- -�
.. aW-0-
I
6' FIVE HYDRANT TO BE NSTAIM BY SAN GAIN IEA- VALLEY NATER COMPANY.
1 EA
OWN
,.
-..
- ..
12
CONSTRUCT MODIFIED DISCHARGE STRUCTURE PER CITY OF FONTANA
1 EA,
STD. DETAIL 301. S=6', SEE DETAIL 3 ON SHEET NO. 4.
13
=0 .IW MIN OW. PAVEMEaIT AND OVERLAY .10 MN.
i EA
14
GRN 1 1/r EXIST. A.0 PAVEMENT AND VMMBLE OVERLAY TO FEATHER OUT.
1 EA.
15
CONSTRUCT 6' P.C.C. MODIFY COMMERCIAL. RCAL. DRIVE APPROACH PER
1 Ell
DETAIL 6 ON SHEET NO. 4.
N CONNECTION Wm THE RMANCE OF WORK ON THIS PROW, EXCEPTMNG
FOR LMLITY ARISM FROM THE SOLE NMIM NCE OF THE OWNI R OR THE
_ _ Z7-offENGIN
' $TEyE.V L. �P,4Y C.E. 3533
- ""dill
1 a -
'.".
INDEX MAP
SCALE 1'=100'
PROP. LY E RELY k DC�LY
75'
42' 33'
10' 32'
1 30'
EKISTMNG NrIPROVErENTS
ROAD DEDICATION DOCUMENTAiTON9.5, 10* 10'
RECORDMNG S1N. l PENDIN kt
0.50' 6 � �
3 1 14 LEND.
2% LINE
— �-
4 L EXIST.
CURB
R p
GUTTER
4' THICK SELECT LOCAL SELECT LOCAL
- BASE MATERIAL BASE MATERIAL.
OLEANDER AVENUE
TYPICAL STREET SECTION TI -63
(I"a)
BASIS OF BEARING
THE KAM OF NORTH Mr 56' EAST ON THE CENTERLINE OF
CITRUS AVENUE AS SHOWN ON PARCEL MMP In 5362, FiLED N
BOOK 51, PAGE 0 OF PARCEL MAPS, IN THE OFFICE OF THE
RECORDER. Comm OF SAN BERNMRDNNO.
FONTANA BENCMARIC I.D. 289.
DEStINPTION: SANTA ANA AVENUE & CATPM AVENUE
RR SPACE N POLE # 61319 NE COR.
ELEVATION: 1032.33'
cwt civi4 Mmzk# sly WSW
001 ••.••�::: and Wastewatel•F.�giaeerltTg,
.. max'::•
ti��='`' ••��,�•�' .�s.�, P C'onstructioa
ANN.`
=ter ms}` `- - x fi -
�y ``r, fiz a •;i w� Matta$I r1Blt and Sut'rrying .
1K''118 Wei Lime Avenue
b
YOU OK's silm CID Monrovia, Ca. 91016
1
A MIC NTNIITICE !Y Uil: O CE a r. ~ efering inc. Phone: (626) 357-0588
Fax: (626) 303-7957 rsEv.
VICINITY MAP
N.T.S.
THE EXISTENCE AND LOCATION of ANY uNDERGROUND uTllm PIPES, ooNOLxTs OR!!!!
THESE PLANS OBTANED BY SEARCH OF THE AVAILABLE
CONSTRUCTION NOTES: gmu
n
Q
Smm DOM ASPHALT CONCRETE PAVEMEN .
1,518 L.F.
STRUC1tlREs SHOAMN ON ARE A
RECORDS. TO THE BEST OF OUR iKI0 LEDGE THERE ARE NO DOM UTILITIES
MUM DQSTNNG ASPHALT CONCRETE PINIEME>IIT AND BASE.
16.213 S.F
�3
CONSTRUCT 4.5' A.C. MN. OVER 12' WOW OF W COM FAM NATIVE SLIMA aE..
55,444 S.F.
4�
CONSTRUCT 8' P.C.C. CURB & GUTTER PER CRY OF FONTANA SiD. PUN W.
1,204 L.F.
1000. SEE DETAL 1 ON SHEET NO. 4.
�5
CONSTRUCT 6' P.C.C. COMMERCIAL, DRIVE APPROACH PER CRY OF FONTANA
1.320 S.F.
STD. PLAN NO. 1002, SEE MTAL 2 ON SHEET NO. 4.
�6
CONSTRUCT 4' P.C.C. SIDENAIK PER CITY OF FONTANA STD. PLAN NO. 1006,
6.020 S.F.
��
SEE DETAL 5 ON SHEET NO. 4
(D
PROTECT EXiSTING At IN-PLACE. _
-
Q
CONSTRUCT PARKWAY DRAIN PER S.F.P.W.C. STD. PLAN 151-1. S=4'. SEE
1 EA.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RE'SPONITY S�
DETAIL 4 ON SHEET NO. 4•
O
EXIS1MiG FIRE HYDRANT M BE RELOCAiED BY SAN GAERIEL VALLEY NATER COMPANY.
1 Ek
10
I
6' FIVE HYDRANT TO BE NSTAIM BY SAN GAIN IEA- VALLEY NATER COMPANY.
1 EA
G
F&VVE PORTION OF EXISING DIRT/AC DRIVE AS SHOWN
12
CONSTRUCT MODIFIED DISCHARGE STRUCTURE PER CITY OF FONTANA
1 EA,
STD. DETAIL 301. S=6', SEE DETAIL 3 ON SHEET NO. 4.
13
=0 .IW MIN OW. PAVEMEaIT AND OVERLAY .10 MN.
i EA
14
GRN 1 1/r EXIST. A.0 PAVEMENT AND VMMBLE OVERLAY TO FEATHER OUT.
1 EA.
15
CONSTRUCT 6' P.C.C. MODIFY COMMERCIAL. RCAL. DRIVE APPROACH PER
1 Ell
DETAIL 6 ON SHEET NO. 4.
THE EXISTENCE AND LOCATION of ANY uNDERGROUND uTllm PIPES, ooNOLxTs OR!!!!
THESE PLANS OBTANED BY SEARCH OF THE AVAILABLE
10
SHEET INDEX
STRUC1tlREs SHOAMN ON ARE A
RECORDS. TO THE BEST OF OUR iKI0 LEDGE THERE ARE NO DOM UTILITIES
oQ�oFEss/pN9
,�`� L• �F
�JEN
DOCEPT AS SHOIMN ON THESE PIANS. THE CONTTM4ta0R IS AMUIRED M TAKE
y
DUE PRECAU`TIONARY MEASURES TO PROTECT THE UTILITY LNNES SHOW ON THEE
DWIIMMM THE CONTRACTOR F'URTHEit ASSUMES ALL LIABMITY AND RESPONSNEN.ITY
w No. C35334 m
��
7'1�. C
1 f � �.G SHEET
FOR THE , caroulTs OR sTRucn�Res SHOWN OR NOT SHOWN ONTHESE
c Exp. 9-30-09
yam. 2
PLAN AND PROFU
OLEIC NM AVENUE STA. 6+80.13
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RE'SPONITY S�
�q CIVIL
� OFCAI \3
SHT. 3
PLAN Atm PR%U
OBER AVENUE STA. 15+00 TO 19+80.22
TSR JOB SiTE CONDITIONS DU NG THE COURSE OF CONSTRIK.'tION OF THIS PRO►EtCT.
MICIUDNNG SAFETY OF ALL PERSONS MND PROPERTY: THAT THIS REQUREIM SHALL
�P.�,/.A ENG/•t/EE.P/�t/G, /NC.
SHT. 4
DETAILS
APPLY CONTMNALLY AND wr BE I.NN m TO NORMAL. NORKNNG Hollis; MND THAT
X800 /.t�0/,gitG4.4�/E.
TIE CONTRACTOR SHALL DEFEND, INDETrNNIFY AND HOLD THE CITY. THE DARTER
AND TIE ENGINEER HARMLESS FROM ANY AND ALL U MM, REAL OR ALLEGED,
,�/dE.PsioE, 44 9?5�
N CONNECTION Wm THE RMANCE OF WORK ON THIS PROW, EXCEPTMNG
FOR LMLITY ARISM FROM THE SOLE NMIM NCE OF THE OWNI R OR THE
_ _ Z7-offENGIN
' $TEyE.V L. �P,4Y C.E. 3533
SHOULD CONSTRUCTION OF THE REQUIRED E881 Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
IMPROVEMENTS NOT COMMENCE: WITHIN TWO STREET IMPROVEMENT PIAN
YEARS OF THE DATE OF APPROVAL SHOWN HEREON mvm BY.- 9CAE:
AND CARRIED FORTH IN A DILIGENT MANNER, THE JAM. OLEANDER AVENUE NONE
CITY ENGINEER MAY REQUIRE REVISIONS TO THEoESr"Wes' ,SHEET DAIE:02/ 2007
o wio� iP.N . sro a>�r. ,hErsEo PLANS TO BRING THEM INTO CONFORMANCE WITH +�� I •� L1 - - Dote : to - %I •� CHECKED BY: ORIq "O NO.:
otwr STiQ/P>`B15R SEE✓i9fEET?oF¢. �� t O �,�`19
REv15101�1 oESCiff lr DALE EWA. an o�� STANDARDS IN EFFECT, W. DAVID BYRUM R.C.E. 43296 o- W.D.S. DA 4747
4