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WEST OF CHERRY AVE., 36' NORTH OF
URUPA AVE. (��__CON57RVCT CONCRETE COLLAR PER APNA 570 PLAN NO. 5�50-5. SLOVER AVE. (BCR).
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SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
Tni I D Cc" 1 onn rV7 e) A
TWO WORKING DAYS BEFORE YOU DIG
JN 12414 City of Fontona
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AVENU:.E
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��CON5TnCT 3R/CK ANO MORTAR "BULKHEAO" ANO ABANOON57ORM ORAIN
LATERAL IN PLACE.
(D-5EE TRAFFIC 516NAL PLAN5 PER OX6 NO. 4166
I 0�00.00 Cherry Ave. x
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CURVE DATA
ZL REV1510N.5 PER A005NOUM NO. 1 7
L.D. KING, INC.
ESS 2151 CONVEN11ON CENTER WAY
..SUITE 100
S -F
ONTARIO, CA 91764
(909) 937-0200
No. 16434
Exp. 6/30/05
lei
C I \j
e-
CA:RL J.TIIIENAN, R.C.E. No. 16434 DATE
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES 6-30-05
ORAOE 2: 1 MAX A5? 5HONN IN ORAO/NO OE7AIL5 ON E5H7. 2
CONSTRUCT AC PAVING
GRIND EXISTING AC PAVEMENT (0.15' MIN)
REMOVE EXISTING PAVING
PLAN AND PROFILE OF STREET IMPROVEMENTS
FOR
uriErr"R.RY AVENUE
STA. 10+00.00 TO STA. 17+00-00
SCALE: 1 " = 40'
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE
DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
k.4UHbil MMU" IVVLUZ�o
CONSTRUCT 5" AC OVER 8" CRUSHED AGGREGATE BASE
PER SOILS REPORT.
(D -CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA
STD. DETAIL NO. 1093. /OOOA
CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA
9
STD. DETAIL NO. 1915 (S=6!2). /00(0
il_7 ,,
CONSTRUCT 8n CURB'ONL PER CITY OF FONTANA
STD. DETAIL NO, 4QG3. /O0OA
CONSTRUCT ACCESS RAMP PER CITY OF FONTANA
STD. DETAIL NO. 1996. 1003 ZL
CONSTRUCT 8" PCC BUS BAY PER CITY OF FONTANA
STD. DETAIL NO. 116114 1005; A
CONSTRUCT PARABOLIC MEDIAN
TAPER PER APWA STD 140-2.
@-ADJUST WATER VALVE TO GRADE PER CITY OF FONTANA
STD. DETAIL NO. ��- 6000 k,
U�� �ADJ�UST `MAN`HOLE�TO �GRA`DE������
8- POWER POLES TO BE RELOCATED BY OTHERS
@-- TRAFFIC SIGNAL TO BE RELOCATED BY OTHERS
@-REMOVE EXISTING CURB AND GUTTER.
202 -REMOVE EXISTING AC BERM
(&-SIGN TO BE RELOCATED PER CITY INSPECTORS REQUEST
&26 -PROTECT IN PLACE
&28 -REMOVE EXIST. SIGN
REMOVE EXISTING CATCH BASIN.
Q_jv
(8 -CONSTRUCT CURB OPENING CATCH BASIN PER
AMERICAN PUBUC WORKS ASSOCIATION STANDARD
PLAN NO. 300-2, SEE DETAIL ON SHEET NO. 9.
CONSTRUCT LOCAL DEPRESSION PER SAN
BERNARDINO COUNTY TRANSPORTATION DEPARTMENT
STANDARD PLAN NO. 203B. SEE DETAIL ON SHEET 8.
CONSTRUCT 24" RCP STORM DRAIN
COUNTY OF SAN BERNARDINO
APPROVED:
rk
CHIEF. DESO, D141014 y DATE
CITY OF FONTANA, CALIFORNIA
CHERRY AVENUE
.DRAWN BY:
Ps
R
D
L
T
1
50.00'
90*23'
78.88'
50.34'
2
615.00'
22*37"12"
25.66'
13.00
3
10.18
1 81TOO 1 00"
31.99 1
-
ZL REV1510N.5 PER A005NOUM NO. 1 7
L.D. KING, INC.
ESS 2151 CONVEN11ON CENTER WAY
..SUITE 100
S -F
ONTARIO, CA 91764
(909) 937-0200
No. 16434
Exp. 6/30/05
lei
C I \j
e-
CA:RL J.TIIIENAN, R.C.E. No. 16434 DATE
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES 6-30-05
ORAOE 2: 1 MAX A5? 5HONN IN ORAO/NO OE7AIL5 ON E5H7. 2
CONSTRUCT AC PAVING
GRIND EXISTING AC PAVEMENT (0.15' MIN)
REMOVE EXISTING PAVING
PLAN AND PROFILE OF STREET IMPROVEMENTS
FOR
uriErr"R.RY AVENUE
STA. 10+00.00 TO STA. 17+00-00
SCALE: 1 " = 40'
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE
DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
k.4UHbil MMU" IVVLUZ�o
CONSTRUCT 5" AC OVER 8" CRUSHED AGGREGATE BASE
PER SOILS REPORT.
(D -CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA
STD. DETAIL NO. 1093. /OOOA
CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA
9
STD. DETAIL NO. 1915 (S=6!2). /00(0
il_7 ,,
CONSTRUCT 8n CURB'ONL PER CITY OF FONTANA
STD. DETAIL NO, 4QG3. /O0OA
CONSTRUCT ACCESS RAMP PER CITY OF FONTANA
STD. DETAIL NO. 1996. 1003 ZL
CONSTRUCT 8" PCC BUS BAY PER CITY OF FONTANA
STD. DETAIL NO. 116114 1005; A
CONSTRUCT PARABOLIC MEDIAN
TAPER PER APWA STD 140-2.
@-ADJUST WATER VALVE TO GRADE PER CITY OF FONTANA
STD. DETAIL NO. ��- 6000 k,
U�� �ADJ�UST `MAN`HOLE�TO �GRA`DE������
8- POWER POLES TO BE RELOCATED BY OTHERS
@-- TRAFFIC SIGNAL TO BE RELOCATED BY OTHERS
@-REMOVE EXISTING CURB AND GUTTER.
202 -REMOVE EXISTING AC BERM
(&-SIGN TO BE RELOCATED PER CITY INSPECTORS REQUEST
&26 -PROTECT IN PLACE
&28 -REMOVE EXIST. SIGN
REMOVE EXISTING CATCH BASIN.
Q_jv
(8 -CONSTRUCT CURB OPENING CATCH BASIN PER
AMERICAN PUBUC WORKS ASSOCIATION STANDARD
PLAN NO. 300-2, SEE DETAIL ON SHEET NO. 9.
CONSTRUCT LOCAL DEPRESSION PER SAN
BERNARDINO COUNTY TRANSPORTATION DEPARTMENT
STANDARD PLAN NO. 203B. SEE DETAIL ON SHEET 8.
CONSTRUCT 24" RCP STORM DRAIN
COUNTY OF SAN BERNARDINO
APPROVED:
rk
CHIEF. DESO, D141014 y DATE
CITY OF FONTANA, CALIFORNIA
CHERRY AVENUE
.DRAWN BY:
Ps
STREET IMPROVEMENTS
_LLIRUPA AV 0 SLOVER AVE.
T
Km 7100' N/0-Jurupa Ave.
SCALE:
lot 40'
DESIGNED BY:
DAM
OCTOBER 20003
Ps
F Juru a* wl
CHECKED
APPnEDI BY 4T�11
DRAWING NO.:
3
N
3154
15
R.C.-t.". Nd. 51152