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FILBERT ST
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SAN BERNARDINO AVE—[—
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VICINITY MAP
THOMAS BROS REF
PAGE 14 GRID D-6
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24.5' 28'
12+70.3 13+04.8 '
31TING WATER EXISTING WATER
METER METER
AC PAVEMENT . e
EXISITNG CURB
AND GUTTER
EXISTING -8" SEWER
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W W
TYPICAL CROSS-SECTION
ACACIA AVE
STA 12+60. TO 13+40
NOT TO SCALE
4
T
EXISTING 6" WATER
ACACIA AVENUE
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NORTH CONSTRUCTION 11IOTES/ESTIMATE OF QUANTITIES
1 a=20'
1. CONSTRUCT P.C.C. DRIVEWAY APPROACH PER CITY STND 103 1 6 SF
2. CONSTRUCT 8" P . C . C. CURB & GUTTER PER STND 101 80 LF
LEGEND 3 CONSTRUCT 4" AC OVER 4" AGG BASE il-TONS AC
_ 11 TOMS BASE
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SAWCUT EXISTING„PAVEII IENT TO, A NEAT' S�YRAIGHT CUT 102 CF
INDICATES 8” SEWER MAIN REMOVE EXISTING PAVEMENT - 210 SF
W INDICATES WATER MAIN MIN 2' AC FEATHER 210 SF
INSTALL 2" X 4 " REDWOOD HEADER p 21 LF
10
INDICATES CONSTRUCT 4"AC OVER 4" AGG. BASE ® CONSTRUCT 2 4"� W/OF PARR WA Y DRAIN S= 29
, . P,�R s PPu/c STD. ISI -1 T yPk ! cN
O CONSTRUCT 12* WIDE PARkWAY DRAIN S'-=22 PEk SPPWC STD. /Ll-/ TYPE I i ZAcf/
INDICATES REMOVE EXISTING PAVING /0 CONSTPUCI 091V,�WAY APPRO,qCy P4A CITY 0,z: r0NTu4 50 /002 26,5 s. F.
ii /S DR�VRWA OAC)V IqIUD RFCON(STf2UC cS1PEW4Lk, CURB 9S s. i-
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GUTTLR JOIN E lS %rC _
BENCHMARK NO DATE BY' REVISIONS DATE APPR. CITY OF FONTANA
Underground Service Alert
PUBLIC WORKS DEPARTMENT
DESIGNED BY STREET IMPROVEMENT PLANS SCALE
MWT 1 =20'/ 1 =21
DRAWN BY ACACIA AVENUE
DATE
KM BETWEEN � FILBERT ST AND RANDALL * AVE-`
CHECKED BY PP VED BY: // ;;' ,-0 . DWG NO.
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1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL
CONFORM TO THESE PLANS AND TO THE CITY STANDARD
SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA .
REFER TO DEFINITIONS AND TERMS IN CITY STANDARD
SPECIFICATIONS.
2. EXCAVATION AND CONSTRUCTION PERMITS SHALL BE OBTAINED
FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF
ANY WORK- WITHIN THE CITY LIMITS.-
3.
IMITS.3. PAVEMENT SECTION SHOWN IS PRELIMINARY ONLY FOR
PURPOSES OF ESTIMATE OF QUANTITIES, AND IS SUBJECT TO
REVISION AND APPROVAL BY CITY AS REQUIRED AFTER COMPLETION
OF ROUGH GRADING.
4. LOCATIONS OF . PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED
FROM AVAILABLE INFORMATION. HOWEVER IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE TRUE
LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES
AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY OR
DAMAGE THERETO, CONTRACTOR SHALL CONTACT UNDERGROUND
SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT
1-800=422-4133.
5. STERILANT REQUIRED UNDER ALL AC PAVEMENT.
6. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, ,
COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR
SO AS NOT TO CAUSE ANY MUD, SILT, OR DEBRIS TO BE DEPOSITED
ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING
CONSTRUCTION, ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL
BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY
WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING
AND CONSTRUCTION OPERATIONS.
Q�pFESs�p,I,R` 0 Q�OFESS/pNq�
AFF MELVIN W.
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No. C040870THATCHER III
/.ai/ m
d E"P r'�� * No. 39964
CIVIL
� T,9 CIVIL Q��� � EN(i1�lEEiilliG
TF OF CA��FO
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Call: TOLL FREE
iz
1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
. CITY OF FONTANA # 67-12
BEING A P.C. NAIL IN POLE (NO #) NE CORNER
OF MANGO AVE AND SAN BERNARDINO AVE
ELEV. 1156.27
THATCHER •ENGINEERING
& ASSOCIATES
34536 COUNTY LINE RD. 8TE 34
YUCAIPA, CA. 92368
(714) 725.1416
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LAW ►LASM671[C
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M Ivin W. Thatcher III, R.C.E. 39964 . Exp. moo. 31,1993
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^ Job. No.. jDat% Preparedresign6d sy Drawn By hast
v19 cLF PO PAR,�C�iU�} RAI `i, UIW APPROA � 1430.01 7/91 MWT KM r 1 of 1
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