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SECTION 4216/4217 OF THE GOVERNMENT
��FOREYo CODE REQUIRES A DIG ALERT IDENTIFICATION
� NUMBER BE ISSUED BEFORE A PERMIT TO
IIS EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
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AVENUE
TKE ENGINEERING, INC.
, ! 4446 CENTRAL AVENUE
RIVERSIDE, CA 92506
(909) 680-0440
ERING FAX (909) 680-0490
21tG l 63
MICHAEL PATRICK THORNTON R.C.E. No. 44226
EXPIRES: 6-30-05
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DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
DESG ID BY:
TMR
DAA;
YEB. 2003
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
CHECKED BY:
MPT
ftoo B
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DRAW% No.: 5
3361 11
ITY ENGINEER R.C.E. No. 511 2
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Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
��FOREYo CODE REQUIRES A DIG ALERT IDENTIFICATION
� NUMBER BE ISSUED BEFORE A PERMIT TO
IIS EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG REV.
curry. UIY Ur ru
TKF .InR A- 1nl-0.1i
-H
M
Q
H
V)
6 6
REVISION DESCRIPTION
ICN>•
171
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DATE I ENGR. I CITY I DATE
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(n C3tN
07
No.44226 g
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AVENUE
TKE ENGINEERING, INC.
, ! 4446 CENTRAL AVENUE
RIVERSIDE, CA 92506
(909) 680-0440
ERING FAX (909) 680-0490
21tG l 63
MICHAEL PATRICK THORNTON R.C.E. No. 44226
EXPIRES: 6-30-05
-H
r-
04
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171
LINE CURVE TABLE:
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R— aC
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DELTA/BEARING
RADIUS
LENGTH
TANGENT
1
N00`00'23"E
--
790'±
--
vO2 CONSTRUCT 5' SIDEWALK PER CITY OF FONTANA STANDARD DETAIL NO. 1001.
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA DETAIL NO. 103.
O CONSTRUCT 0.45' (B -AR -4000) ASPHALT CONCRETE OVER COMPACTED NATIVE SOIL (95%
12" MINIMUM).
7 CONSTRUCT 6' COLD PLANE AND SAWCUT EXISTING ASPHALT CONCRETE PAVEMENT.
0
O CONSTRUCT 8'X8' CONCRETE SLAB WITH 6" CURB AROUND 3 SIDES.
ADJUST EXISTING WATER VALVE TO GRADE BY OTHERS.
ADJUST EXISTING EDISON VAULT COVER TO GRADE BY OTHERS.
O10
11 ADJUST EXISTING WATER METER TO GRADE BY OTHERS.
13 REMOVE AND RELOCATE CHAINLINK FENCE IN—KIND.
14 REMOVE AND RELOCATE MAILBOX .IN—KIND.
A,@ CONSTRUCT CURB DRAIN PER AMERICAN PUBLIC WORKS ASSOCIATION STANDARD DETAIL NO.
169 '' "-30` N-' GAGS M "ll -ET, UNLESS SPECIFIED OTHERWISE.
DEMOLITION NOTES:
�1 REMOVE EXISTING TREE AS NEEDED TO CONSTRUCT STREET IMPROVEMENTS.
2❑ REMOVE EXISTING ASPHALT CONCRETE PAVEMENT.
�5 REMOVE EXISTING SHRUB.
F6 REMOVE EXISTING PCC SIDEWALK.
n7 REMOVE EXISTING DRIVEWAY APPROACH. "RECO DR'�
❑8 REMOVE EXISTING BRICK WALKWAY. a u
11 REMOVE EXISTING CURB.
SCALE: 1 4!
GRAPHIC SCALE
40 0 20 40 80
120 1
(IN FEET)
1 INCH = 40 FEET
SHOULD CONSTRUCTION OF THE
CITY OF FONTANA, CALIFORNIA
PLAN PROFILE FOR
REQUIRED
COMMENCE SNOF THE
STREET IMPROVEMENT PLANS
IDRAVA
BY:
TMR
MILLER AVENUE/MANGO AVENUE
MILLER AVE. TO 200, N/O HOLGUIN CT.
ST V+00/0 0 TO 19+90f
SCALE:
AS SHOWN
STREET IIVPROVEMENTS
MILLER AVENUE/MANGO AVENUE
DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
DESG ID BY:
TMR
DAA;
YEB. 2003
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
CHECKED BY:
MPT
ftoo B
.,/p DA
DRAW% No.: 5
3361 11
ITY ENGINEER R.C.E. No. 511 2