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1-800-227-2600
IT'S THE LAW 1CALL AT LEAST TWO
DIAL BEFORE WORKING DAYS PRIOR
YOU DIGI TO EXCAVATING
G
AL oe
UNDERGROUND SERVICE ALERT
w 3an"w CA -Van"
BEFORE EXCAVATING, TME CONTRACTOR SHALL VERIFY THE
LOCATION OF UNDERGROUND UTILIIES BY CONTACTING
UTILITY UNDERGMM 3Er4M ALERT AT 1 -M -227-2M
P"
EX. 4' SIDEWALK
SHADOW DRIVE
F
PFFRXR & A&SOCMTO ENGR4FX1tSj M.
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r aYM ff4GN0MM & LAND SUR
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660 N. Diamond Bar Boulevard, Suite 100, Diamond Bar, Ca 91765
`k Telephone (909) 860-5850 Fax (909) 860-3967
REV.
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
AP 1 W"
` rl
s' P.C.C.
SECTION
W S AU
12" 7'
�T
Ft
4 N N
tV O* CF
I
t0
I
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m
IL I
I
co EDGE OF GUTTER bee
N
ACCESS RANT & DRIVEWAY DETAIL
NO SCALE
Ld
3cn W �• i► U
lbh� D' 20' 40' 80' 120'
XOAC bX X G
Wa g�� GRAPHIC SCALE
11 _
EX. DM.
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1� 1
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.
r
F�
STREET CONSTRUCTION �NOT ES
SEE TYPICAL SECTION ON SHEET 1
lO REMOVE D(. CURB & GUTTER.
2O REMOVE D(. SIDEWALK.
3O SA1NCtlT 12' BEYOND REMd1N41.3. CONSTRUCT NEW
6' A.C. OVER 60 A.B. BEIYlIFFN SAW—CUT UNE AND NEIN EDGE
OF GUTTER.
4O COIISTRl1Cf
NEW 4' P.C.C. SIDEwIWC PER CRY STD. 1018.
5O CONSTRUCT NEW 6' P.C.C. CURB PER CITY STD. 1003.
6O CONSTRUCT 8' P.C.C. PAVEMENT PERICAL SECTION AND CITY
STANDARD 1014.
IV
D CONSTRUCT RADIUS TYPE COMMERCUI9 DRIVEWAY PER CITY STD. 102—C
W dt R PER PLAN. SEE DETAILS HEREON FOR ACCESS RAMPS
8O
REMOVE EXISTING DRIVEWAY.
9O CONSTRUCT SIDEWALK DRAIN PER CITY' STD. 124—A (SIZE 2).
10 CONSTRUCT
DISCHARGE STRUCTURE PER CITY' STD. 121
11 CONSTRUCT NEW 4' P.C.C. SIDEWALK (W=5', L=5') PER CITY STD. 105
FOR ACCESS RAMP LANDING AT THREE (3) LOCATIONS. JOIN EXISTING
SIDEWALK.
Prepared Under The Supervision Of : CITY OF FCALIFORNIA
gRof ' STREET IMPROVEMENT PLAN
4�• DON •
MAS KAWA DRAWN BY: SCALE:
NO. 21789 m `SHADOW DRIVE rte•
EXP. 9-30-01 DESIGNED 81f:.C.s. FROM DAM
��,
J, �P G.N. • 95.28' E/0 RANC TO DRII�D 4-24-01
qTF'`� p��' Date CHECKED BY APP DRAWING NO.: 2
OF VVIF"cA DON MASUKAWA R.C.E. 21789 D. ATE. s 2910
� ENGINEER ... 3