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RIVERSIDE BLUEPRINT - RIVERSIDE. CALIF.
SITE
NTS
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ESTIMATE KNTITI :4
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SEE SHEET 2 OF 2
1 ----CONSTRUCT 'PCC DRIVEWAY APPROACH PER CITY STND 103
SF
0x89 55'10"
R�30.00'
(g) --CONSTRUCT $" PCC CURB & GUTTER PER CITY STND. 101
ALF
~
Q --+- INSTALL 4" AC OVER 4" AGG BASE*
a4 TONS AC
4' 30'
INSTALL MIN. 2' AC ATHER OVER EXISTING PVT
4 'ONS BASE
ASF
-
INSTALL 8" AC. IaERM, ER CITY STND.
aLF
_
- SAWCUT EXISTING PAVEMENT
LF
L=47.08
Q---•* INSTALL CROSS -CUTER & SPANDREL PER CITY STND. 104
? 4 SF
,.
Q- REMOVE EXISTING AC BERM
24 LF
AVENUE -
a ---- REMOVE EXISTING AC PAVEMENT
LF
0 - REMOVE EXISTING POWER POLE
1 EA
®.--- RELOCATE TRAFFIC SIGNEA
5 STERILANT REQUIRED UNDER ALL. AC PAVEMENT.
2.4t 22�±
22
�• RELOCATE GUYWIRE
1 EA
�3 -y INSTALL HANDICAP RAMP PER CITY STND. 104A
TEA
- INSTALL PCC SIDEWALK PER CITY STND. 105A
SF,
.--- INSTALL TYPE F, CLASS 1 FLEXIBLE DELINEATORS
P
SPECIFICATIONS.
( PER CALTRANS STNS?, A73A)
3 EA
(a- INSTALL 0.1' CRACK SEAL MIN AC OVERLAY
13 TONS
MAP
RIVERSIDE BLUEPRINT - RIVERSIDE. CALIF.
SITE
NTS
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01
LEGEND
INDICATES CONSTRUCT 4" AC OVER
4 AGG BASE
® INDICATES REMOVE EXISTING AC PAVEMENT
* PRELIMINARY SECTION NOTES ONLY - SEE PAVEMENT NOTES
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.BENCHMARK
Underground Service Alert CITY OF FONTANA BM # 301
• `
Call: TOLL FREE BEING A RAILROAD SPIKE IN POWER POLE # 550471H LOCATED AT
..
THE NORTHEAST CORNER OF PALMETTO AND MARYGOLD AVENUE.
(( 1.840 ELEVATION 1139.99
422=4133
TWO WORKING DAYS BEFORE YOU DIG
22
CURB RETURN DATA
3
16
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SEE SHEET 2 OF 2
talrl ILIAL IVU -1 h6 `
0x89 55'10"
R�30.00'
Q
4 4
~
4' 30'
oC a
1 THE CONSTRUCTION -OF ALL PU9LIC IMPROVEMENTS SHALL.-"
TO THESE PLANSARID TO 'THE STANDARD
-
T=29.95
_
CONFORM :CITY .
L=47.08
h
o
SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT I -
,.
3 W
°,M�
AVENUE -
MCd~
a'
a
5 STERILANT REQUIRED UNDER ALL. AC PAVEMENT.
2.4t 22�±
22
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by
REFER TO DEFINITIONS AND TERMS IN CITY STANDARD
M
6 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
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0
LEGEND
INDICATES CONSTRUCT 4" AC OVER
4 AGG BASE
® INDICATES REMOVE EXISTING AC PAVEMENT
* PRELIMINARY SECTION NOTES ONLY - SEE PAVEMENT NOTES
i
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V
Q
®mom!
a 'IPA,
4v
eIce
.
.BENCHMARK
Underground Service Alert CITY OF FONTANA BM # 301
• `
Call: TOLL FREE BEING A RAILROAD SPIKE IN POWER POLE # 550471H LOCATED AT
..
THE NORTHEAST CORNER OF PALMETTO AND MARYGOLD AVENUE.
(( 1.840 ELEVATION 1139.99
422=4133
TWO WORKING DAYS BEFORE YOU DIG
22
CURB RETURN DATA
3
16
` �,
i
SEE SHEET 2 OF 2
talrl ILIAL IVU -1 h6 `
0x89 55'10"
R�30.00'
4 4
~
4' 30'
1 THE CONSTRUCTION -OF ALL PU9LIC IMPROVEMENTS SHALL.-"
TO THESE PLANSARID TO 'THE STANDARD
-
T=29.95
_
CONFORM :CITY .
L=47.08
h
o
SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT I -
,.
AVENUE -
. SPECIFICATIONS, PUBLIC ..�IYQRKS . DEPARTMEi�iT,:CITY OF FONTANA .
v
5 STERILANT REQUIRED UNDER ALL. AC PAVEMENT.
2.4t 22�±
22
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by
REFER TO DEFINITIONS AND TERMS IN CITY STANDARD
6 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
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0
P
SPECIFICATIONS.
COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
G
5'
1 ECR�OQ�.
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7 PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR
2 EXCAVATION -ASID CONSTRUCTION, PERMITS SHALL BE OBTAINED
37.497%
i Q' �O•
FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF
SO AS NOT TO CAUSE ANY "MUD, SILT, OR DEBRIS TO BE DEPOSITED
N
ANY'WORK WITHIN THE CITY LIMITS.
--
CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROOERTY SHALL
APN 251-283-30
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BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED -BY
Q��
3 PAVEMENT SECTION SHOWN IS PRELIMINARY ONLY FOR
I.60'
WATERING OR OTHER APPROVED METHOD THROUGHOUT THE CoRADING
Q
P SIGN T BE RELOCATE
Q`Q'�Q`
PURPOSES OF ESTIMATE OF QUANTITIES, AND IS SUBJECT TO
REVISION AND APPROVAL BY CITY AS REQUIRED AFTER COMPLETION
AND CONSTRUCTION OPERATIONS,
ops
OF ROUGH GRADING,
11
0
8 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND
4 LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN
DETERMINED FROM AVAILABLE INFORMATION. HOWEVER IT SHALL
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BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE
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INSPECT;ON OF THE SITE,_ TI -IL CITY ENGINEER MAY EQUIRE
-
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TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING
181
3
16
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UTILITIES AND TO'EXERCISE PROPER PRECAUTIONS TO AVOID INJURY
'OR
4 4
7 =
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DAMAGE THERETO, CONTRACTOR SHALL CONTACT UNI3ERGROUND
-
SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT I -
AVENUE -
800-422-4133.
5 STERILANT REQUIRED UNDER ALL. AC PAVEMENT.
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6 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
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COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
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7 PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR
SO AS NOT TO CAUSE ANY "MUD, SILT, OR DEBRIS TO BE DEPOSITED
N
ONTO ' PUBLIC OF ADJACENT PROPERTY AT ALL TIMEq DURING
--
CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROOERTY SHALL
Qa9�
BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED -BY
0
WATERING OR OTHER APPROVED METHOD THROUGHOUT THE CoRADING
Q
AND CONSTRUCTION OPERATIONS,
0
8 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND
0
CAI
SWALES FROM UNDEAMINING STRUT IMPROVEMENTS. UPON
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INSPECT;ON OF THE SITE,_ TI -IL CITY ENGINEER MAY EQUIRE
TEMPORARY GUNITE SWALES ENTERING OF LEAVING
33' IMPROVEMENTS,
PAV M N;T., OO RE .9,JtEM, 0Y4LS SHALE. BE SAWCUT.
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UA TITY ESTIMATE; Q kY :z
FINAL SECTION TO BE DETERMINED BY SOILS TAKEN AFTER-R4VG1i
GRADING (TI=6)
NORTH A I~MEN S ;�
NOTE-�- - -- -- - --- -- - - --- -
r-.
1 -20 l THE CITY PUBLIC WORKS INSPECTOR MAY REQUIRE AT HIS/HER
MARYGOLD AVENUE OWN DISCRETION, THAT THE CONTRACTOR SUBMIT A SOIL4 REPORT
WITH CALCULATED "R" VALUES AND GRAVEL EQ0IyALE1IT8 FOR THk
VERIFICATION OF A PROPER PAVEMENT THICKNESS,
a PAVEMENT SECTIONS SHOWN ARE MINIMUM AtiD SUBJECT TO
REVISIONS AND AOPROV.AL OF THE CITY AS MAY BE REQUIRED BY
SOI. , . ._ . -f
L$ TEST TA
SEE SHEET 2 FOR TYPICAL CROSS SECTIONS G,-
_ CITY 4F FONTANA, CALIFORNIA
RE ti �- QRS Si�,y •. . . --, - - _ • --- Y . -�--4- -
THATCHER ENGINE RYNG lk,DESCRIPTION tio
& ASSOCIATESWALMELVIN W.
c
WN Y - CALF
34636 COUNTY LINE RD. STE. 34 L". THATCHER 111 r- STREET IMPROVEMENT PLANS
YUCAIPA, CA. 92399 - `c Z, 1~u20
(909) 795-1419 No. 39964 IGNMED MARYCOLD AVENUE VERT. 1"=2'
41144104941111149CIVIL
V1� 7MWT
ENGINEERING STA 5+50 TO- 10+00
`!>' % CHECKED BY _ DATE
IAN* PLANMIN3 SUgVlYINO 9� "" 'e,
1993
JOB APPROVED DR. N SHTMef' NCS.
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Thataher.111 R.C.E. 4-- xx z 116 c 11-1-9.9_� 32441.01 S� 1 OF