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APN 241-091-29
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JI -INSTALL 810 PVC- SDR cD c,--> -< !R
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VOL UME TELEPHONE CABLES + In
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PROPERTY LINE
CONVIENENCE STORE 11
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A.P.N. 241-091-63
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EXIST. 6" ELEC.BOX
--A EXIST. ST.UGHT
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EXIST. TELEPHONE
CONSTRUCTION NOTES
6x1.5 HDPE FIBER OPTIC EXISTS,
Cm
MIR==
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(D- CONSTRUCT 4" AC OVER 12" MIN. OF 95% COMPACTED SUBGRADE. (BASELINE AVENUE)
CONTRACTOR TO FIELD VERIFY &
C:j
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(D-- CONSTRUCT 6.5" AC OVER 12" MIN. OF 95% COMPACTED SUBGRADE. (SIERRA AVENUE)
POTHOLE- LOCATION', STAS'
cm
51+05*00** UNDERSIDEWALK' DRAIN
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. No. 1003
(@)__0
RECTANGULAR* PIPE' OUTLET'
-
54.00"' RT. 1404.34 FL
CONSTRUCT 60' BUS BAY 8" PCC OVER 6" CAB OVER 12" MIN. 95% COMPACTED
119 1
NATIVE SUBGRADE PER CITY OF FONTANA STANDARD No. 1014.
53'
66 9 50 (MIN.) STA.
GRIND 0.10' MIN. o
51 +0719 UNDERSIDEWALK DRAIN
RECTANGULAR PIPE ANGLE POINT VARIES
CONSTRUCT 6' SIDEWALK PER CITY OF FONTANA STD. No.. 1015.
9 SAWCUT AND REMOVE (MIN.) OR AS DIRECTED
54 12! EXISTING PAVEMENT EXISTING- PAVEMENT AND
0 56.29' RT. 1404.35 FL
SAWCUT EXISTING AC PAVEMENT AS SHOWN TO ENSURE A CLEAN BONDING EDGE.
25' 6 OVERLAY 0.10' MIN.
STA. 51+38.62 UNDERSIDEWALK DRAIN
GRIND EXISTING PAVEMENT 0.10' DEEP, 5' WIDE (MIN.) AND OVERLAY WITH A.C. PAVEMENT PER DETAIL HEREON
.6 U,
E�G TYPE "L" ADAPTER 2" AC CAP
a
0'56.29" RT. 1404.47 FL vvvvvvvvvvvvvvvvvvvvvvvw";;g=vvv -A
FVVVVVVVVVVVVVVVVIWVvvvvvlwvvvvvvvlwvvvvvvvvvvvI
(I)- -REMOVE EXISTING AC & DISPOSE OF PROPERLY.
..Vvvvvvvvv.vvvvvvvvvvvvvvvvvvvvvvvvvwvvvvvvvvv
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7-1- vvvvv
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REMOVE EXISTING UTILITY POLE. (SEE UNDERGROUND UTILITY PLAN)
NEW PAVEMENT EXISTING PAVEMENT
RR 2%_
R1 -03
STA. 51+40.00 UNDERSIDEWALK DRAIN -v -9v
END TYPE *Lm ADAPTER -CONNECT 8" PVC, CLEAN SAND
ADJUST MANHOLE RIM TO FINISH GRADE.
@ 56.29' RT. 1404.48 FL
SEE PLAN
CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD. No. 136
FOR LIMITS 2 DETAIL N.LSO'
8"AC BERM-
RELOCATE SIGN
3
TYPICAL SECTION- JOIN Mpw PAVEIENT SECRON TO E10SnNG PAVEIM
FOLLOWING PLACEMENT OF AC PAVEMENT PER CONSTRUCTION NOTE 2, BACKFILL AREA
AC BERM WITH SAND BASE
DETAIL
dURB
NO SCALE
BETWEEN & DIKE WITH 6" OF CLEAN SAND AND 2" A.C. CAP PER DETAIL HEREON.
UNDERGROUND SERVICE ALERT
UNDERGROUND SERVICE ALERT
N.T.S.
PROVIDE 8m PVC SDR 35 "BUBBLER" DRAIN WITH UNDERSIDEWALK DRAIN PER CI1Y OF FONTANA SM. No. 124-A (SIZE 3)
CALLJOLL FREE
SIERRA
AVENUE 0
REV. REVISION DESCRIPTION DATE
CALLTOLL FREE
'Z'C'CO
ENGX. �ITY DATE
PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
1-800
227-2600
Ld 1A) %-I
1-800
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS 'NOT
SIERRA' AVE AND BASELINE AVE IMPROVEMENTS
L
LOCKWOOD ENGINEERING CO.
227-2600
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
ca
DRAWN BY: SCALE:
STREET IMPR MENT PLAN "=40'
TWO WORKING DAYS BEFORE YOU DIG
SHOWN HEREON'AND CARRIED FORTH IN A DILIGENT MANNER,
X' No. C45935
380 W. FOOTHILL BOULEVARD STE. F DWH 1
"CAUTION": REMEMBER THAT THE USA- CENTER
TWO WORKING DAYS BEFORE YOU DIG
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
C_
RIALTO, CALIFORNIA 92376 DESIGNED BY: SI AVENU DATE:
NOTIRES ONLY THOSE UTILMES BELONGING TO.
'CAUTION": REMEMBER THAT THE USA CEWER
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
E,. 12/31/06
(909) 875-5015 FAX (909) 875-4567 DWH 0#�E B E ;;�NLUR AVE 01/03/05
THE CENTER. THERE COULD BE OTHER UTIILITIES
PRESENT'AT'W'WORK'SITE. THE— CENTER -WILL
INFORM YOU OF WHOM THEY WILL NOTIFY.
NOTIFIES ONLY THOSE UTILMES BELONGING TO
THE CENTER. THERE COULD BE OTHER UTILMES
PRESENT AT- THE WORK SITE. THE CUM WILL
STANDARDS IN EFFECT.
CF
CHECKED BY: 46
APPRO DRAWING No.: 3
..
INFORM YOU OF MOM THEY W1111 NOTIFY.
CWL 3825
DATE FNGINFFR R-C.F- 51152 3
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