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TO CONTFIACTOR
EXISTIAIC, UNDERGQDUND STRUCTURES:
THE EXISTENCE AND LO ATION OF ANY UNDERGROUND UTILITY PIPE, CABLES, OR
STRUCTURES SHOWN ON HESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO UTILITIES EXCEPT
AS SHOWN ON THESE PLANS. THE CONSTRUCTION CONTRACTOR IS REQUIRED TO
TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, OR
ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
BUN MARK*s B.M. # blln
S.B. CO. BRASS DISC. AT I.C. IN CDIUC PUMP 15LAUD
AT ABANDONED GAS STATIDAI, 52' S. f /aRF' F. OF
IlJT. OF NIGIJLAND AVE. !CITRUS AVE.
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TO CONTFIACTOR
EXISTIAIC, UNDERGQDUND STRUCTURES:
THE EXISTENCE AND LO ATION OF ANY UNDERGROUND UTILITY PIPE, CABLES, OR
STRUCTURES SHOWN ON HESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO UTILITIES EXCEPT
AS SHOWN ON THESE PLANS. THE CONSTRUCTION CONTRACTOR IS REQUIRED TO
TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, OR
ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
BUN MARK*s B.M. # blln
S.B. CO. BRASS DISC. AT I.C. IN CDIUC PUMP 15LAUD
AT ABANDONED GAS STATIDAI, 52' S. f /aRF' F. OF
IlJT. OF NIGIJLAND AVE. !CITRUS AVE.
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- 35D - 9553
UJUMEER'S NOTE
SAFETY RESPOIUSIBILITY:
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF CONSTRUCTION OF THIS PROJECT, TNCLUDING SAFETY OF ALL
PERSONS AND PROPERTY; THAT THIS REOUIRMENT SHALL APPLY
CONTIUNOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABTLTTY
REAL OR ALLEGED, *IN CONNECTION WITH PERFORMANCE OF WORK ON
m IA
THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
EL6V, = I5I0.90f6
REV.
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DIMMER t DEVELOPER:
TERRY MOCURTER
WS ALMERIA
FOMAWA CALIF. 9233►c
PA.! 114
DATE ENCR's
COAST. GRADED DIRT
F"
SWALE @-, 3olot
_l;zl: EX. DIRT SWALE
1 V rV
12'
0, 5'� 4'
—� LEVEL 41°
°
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L
ULT )MATE
CONDITI
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5
.ULTIMATE CUIVPIT10A15 � w
N YU
12'
4' 0,5'
RD.
suriMlr Aug.
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� NIGNLAIJD
TDR E`1 AV AVE
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� 9 PRD�EL"I'
� LDS CEDROS SITE
AVE.
DUIJCAN CANUDM RD.-\ y'a-e DUNCAk1 CAklYOM
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a ESSUNEI��; V)CIMITY MAP
-+2 I° — •'
4lo °•'A' �;, G t�,�-,�. MD SCALE
T �
EX. PAVEMENT �
1.29°I. T
UA 170,55
� 6_30-39 �
't' Y Pl C AL S E CTI OM � FEATI�EIZ OYEK El. PAVING
CUERIMDyA AVEX)UE�'v'k-
T. I. 5 ��•
NO SCALE O
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PLACE
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- 35D - 9553
UJUMEER'S NOTE
SAFETY RESPOIUSIBILITY:
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF CONSTRUCTION OF THIS PROJECT, TNCLUDING SAFETY OF ALL
PERSONS AND PROPERTY; THAT THIS REOUIRMENT SHALL APPLY
CONTIUNOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABTLTTY
REAL OR ALLEGED, *IN CONNECTION WITH PERFORMANCE OF WORK ON
m IA
THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
EL6V, = I5I0.90f6
REV.
a�
w
DIMMER t DEVELOPER:
TERRY MOCURTER
WS ALMERIA
FOMAWA CALIF. 9233►c
PA.! 114
DATE ENCR's
COAST. GRADED DIRT
F"
SWALE @-, 3olot
_l;zl: EX. DIRT SWALE
1 V rV
12'
0, 5'� 4'
—� LEVEL 41°
°
t
L
ULT )MATE
CONDITI
oa'
5
.ULTIMATE CUIVPIT10A15 � w
N YU
12'
4' 0,5'
RD.
suriMlr Aug.
N
V A d V
� NIGNLAIJD
TDR E`1 AV AVE
' nc Z
� 9 PRD�EL"I'
� LDS CEDROS SITE
AVE.
DUIJCAN CANUDM RD.-\ y'a-e DUNCAk1 CAklYOM
_z
'�of
a ESSUNEI��; V)CIMITY MAP
-+2 I° — •'
4lo °•'A' �;, G t�,�-,�. MD SCALE
T �
EX. PAVEMENT �
1.29°I. T
UA 170,55
� 6_30-39 �
't' Y Pl C AL S E CTI OM � FEATI�EIZ OYEK El. PAVING
CUERIMDyA AVEX)UE�'v'k-
T. I. 5 ��•
NO SCALE O
HAWKINS ROBERTSON & ASSOCIATES CITY OF FONTANA, CALIFORNIA
ENGINEERS - SURVEYORS PUBLIC WORKS DEPARTMENT
3764 ELIZABETH STREET, RIVERSIDE, DRAWN BY:STRE�,1' IMPROUEMEJUT PLAID �1JlID PROFILE SCALE:
CALIFORNIA 92506 PH . 684-9522 D. A. 1"= 20'
DESIGNED BY: __C�I-MOYA AV ENIJe. FOR DATE:
1-30-89
V. LOTS 199 f 193 OF TRACT MO. 3345 JAM., ig89
CHECKED BY APPROVED: mac/ GC/.c�t.� ,2c� t J'/ZG DWG. NO.
L G GLADDING C
DALE ADDIN 17 55 T
CITY R . . E DATE
.�
DESORPTION DATE ExP.-30�Sq11
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