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'�4 to b uj SEWICE ALERT FOP. UTILITY LOCATION BEFORE. EXCAVATION AT
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N 5. STERLIANT REQUIRED UNDER ALL AC PAVEMENT.
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Lu 6. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
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7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR
SO AS NOT TO CAUSE POSITED
ANY MUD, SILT, OR DEBRIS TO BE DE
3:1
30
RADE T
ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING
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v
N- CONSTRUCTION,
ANY,MU.D OR DEBRIS,ON PUBLIC PROPERTY SHALL
BY
f BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED
19 ro WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING
WALNUW 7- 16TREET V3.
1, w 7� r 1393.90ff
151 301@ 30 AND CONSTRUCTION OPERATIONS.
Al 001 8. CARE SHOULD BE TAKEN TO PREVENT GRADE$, DITCHES, AND
SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON
14 it
'q INSPECTION OF THE SITE, TH'E CITY ENGINEER MAY REQUIRE
0 V4b
4RADE ell,
t9
9
TEMPORARY GUNITE SWALES, ENTERINe,.-QR LEAVING
1.- *7 lb ow z IMPROVEMENTS.
Cc. --g' -
Z to. ;P 0 9. ALL PAVEMENT OR CONCRETE REMOVALS SHALL BE SAWCUT.
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(J. z L)Q. MCA
CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES
0 (D CONSTRUCT P.C.C. DRIVEWAY APPROACH PER
C-0 t--4 + 4=01
Aftka, mA I- Qp CITY STND 103 432 SE
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IBM LIMITS a. P OF CONSTR CTION
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APN 240-021-20 APN 240-021-42
VICINITY MAP N - TS
R W R/W
46' CL
4 " I A r%M%i& t as Ift I
T
NORTH
THOMAS. BROS REF
p
'Aam .5
GRID B-6
a
34# --
lov 91* 5-1 t L,
EXISTING P
P�
SLO VARIES SAWCUT
2.79 0 3.17% Now
VE I
N
3
4
7 J�OP
$ VARIES
1 3.19%
TYPICAL CROSS SECTION
NTS
WALNUT VMEET
1 A.4- 7 RA Tn 1 A4607 A
-AN4
240-021-43
T.I.=9 BENCHMARK
LEGEND
INDICATES CONSTRUCT 4"AC OVER
4"AGG 13ASE
IND-ICATES REMOVE EXISTING AC PVT
PRELIMINARY SECTION ONLY - SEE PAVEMENT NOTES.
NORTH
1 11=401
Underground Service AlOrt
UTY - OF ..-FONTANA NO - 615
Call: TOLL FREFE BEING - A RAILROAD SPIKE IN
POWER POLE LOCATED OPPOSITE
-OF LOS CEDROS AT THE
1 -8001 i INTERSECTION OF CITRUS AVENUE
422o4l 33'j AND LOS CEDROS
ELEVATION 1467,59
TWO WORKING DAYS BEFORE, YOU DiG
Q CONSTRUCT 8" P,C.C. CURB GUTTER PER
APN 240-021-42 CITY STND 101 140 L
ut-
C
NO,DATE BY REVISIONS DATE APPR
THATCHER ENGINEERING
& ASSOCIATES
34636 COUNTY LINE FID. STE. 34
YUCAIPA, CA. 92399
(714) 795-1419
tsvm
LASIO
MdAlvin W. Thatcher, III R.C.E. 39964 Exp. Dec. 3111903
po� ko. spi joem—gn-eally rawn by 11best
001.01joato Pr - bred
;9 NOV 1991 [ MWT KM 1 of I
CITY OF FONTANA
PUBLIC WORKS DEPARTMENT_
DESIGNED BY STREET IMPROVEMENT PLAN . S SCALE
MWT 111=40'11 11=41
WAIL,NUT STREET
DRAWN BY DATE
K M. BETWEEN CITRUS ST. AND OLEANDER AVE 3 -.1,o -97-
W
KEO BY APPROVED BY '0� Zil/Aa DWG NO.
Z/ 00
RIVERSIDE BLUEPRINT RIVERSIDE, CALIF.
19001.01
(3) INSTALL 4 " AC OVER 4 AGO BASE* 140 TONS AC
140. TONS BASE,
INSTALL MIN 0.1' AC OVERLAY 2090 SE
(3) INSTALL MIN 2' AC FEATHER OVER
EXISTING PAVEMENT 522 SF
Q INSTALL 2 X 4' REDWOOD HEADER 130 CF
0 REMOVE EXISTING AC PAVEMENT 522 SE
(9) SAWCUT EXISTING AC PAVEMENT 261 LF
(9) INSTALL REFLECTOR (TYPE, F. CLASS I REFLECTOR) 3 EA
CONSTRUCT 6' P.C.C. SIDEWALK PER CITY STND/cts-A 624 SF
*PRELIMINARY SECTION TO BZ USED FOR QUANTITY ESTIMATE ONLY
FINAL SECTION TO BE DETERMINED BY SOILS TAKEN AFTER ROUGH
GRADING (TI=9)
f ESSI
PAVEMENT NOTES
1. THE CITY PUBLIC WORKS INSPECT
'OP MAY REQUIRE At HIS/HER
,
WALNUT STREET W.
OWN DISCRETION, THAT THE CONTRACTOR' ;5UBVIT A SOILS -REPORT
"R"
MELVIN
WITH CALCULATED VALUES AND GRAVEL EQUIVALENTS'FOR THE
PLAN VIEW THATCHER 111
VERIFICATION OF A PROPER PAVEMENT THICKNESS,
2. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO
No.39964
REVISIONS AND APPROVAL OF THE CITY AS MAY BE REQUIRED BY
IL MAIM
x
SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING.
ut-
C
NO,DATE BY REVISIONS DATE APPR
THATCHER ENGINEERING
& ASSOCIATES
34636 COUNTY LINE FID. STE. 34
YUCAIPA, CA. 92399
(714) 795-1419
tsvm
LASIO
MdAlvin W. Thatcher, III R.C.E. 39964 Exp. Dec. 3111903
po� ko. spi joem—gn-eally rawn by 11best
001.01joato Pr - bred
;9 NOV 1991 [ MWT KM 1 of I
CITY OF FONTANA
PUBLIC WORKS DEPARTMENT_
DESIGNED BY STREET IMPROVEMENT PLAN . S SCALE
MWT 111=40'11 11=41
WAIL,NUT STREET
DRAWN BY DATE
K M. BETWEEN CITRUS ST. AND OLEANDER AVE 3 -.1,o -97-
W
KEO BY APPROVED BY '0� Zil/Aa DWG NO.
Z/ 00
RIVERSIDE BLUEPRINT RIVERSIDE, CALIF.
19001.01