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BASELINE AVENtJE 22 z
RECORD DOCUMENT PER BASELINE AVENUE 14 ® LOCAL DEPRESSION DETAIL
IMPROVEMENT PLANS STATION 11+03.86
SEE DWG NO. 3063 c)
These Record Documents have been prepared c� es, w 0 NTS
based on information provided by others. The vn Ln U
Design Professional has not verified the accuracy 126 v II Q W
and/or completeness of this information and small 6 6 00 > _
not be responsible for any errors or omissions 101 ® o a ®J m SEE SHEET 6 FOR
which may be incorporated herein as a result 47' j'I j cc r00 � + II UJ � $ oo ~ STORM DRAIN 1
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�► E i I I I EXIST.
104+06.71 ECR �I O7 0
TC TEMPORARY STREET LIGHT T Ti 6 R W
rn � PROPOSED SEWER PER
II LOCATED PER PLAN NO. 2926 Vi N
II '"9. PROTECT IN PLACE r i N CITY DWG NO. 2927
LO 1 �` i i �• 5 4 0 N
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III PROPOSED EDGE 3 °r° N 2 +
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3 Q Z N ° i i ( I I~ 0 1 23 a as 1 —A 17 `O OF PAVEMENT
° I ° I ` — -0092 46--E — — s _ _13 B 1t iv % A �, BY OTHERS +
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10+00.00 SAN SEVAINE AVE I I I '4 — — s — — — — — a — �n = — -���®- - - - - - -
105+20.71 BCR - -- - - _ _ �- Q En
PROPOSED EDGE
PROPOSED STORM DRAIN �- � - - - - - - - �- rr - ?
� 104+63.49 BASELINE AVE I [1337.50 TC] OF PAVEMENT - N00'12 45 E W W
I I j I I I PER CITY DWG N0. 2928 BY OTHERS __ — — — = t!1
I I ,I, I I w � FUTURE �....__.��..��.._._
_ PROPOSED BY OTHERS Z
47 �- 9500 LUMEN ON WOOD PROPOSED STREET IMPROVEMENTS Q
101'I I I POLE (CITY DWG NO. 2926) PER CITY DWG NO. 2926 W
oT O W
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I I O+ r? � PROPOSED 12" WATER LINE PROPOSED BY OTHERS
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9500 LUMEN ON WOOD
SAN SEVAINE D POLE (CITY DWG NO. 2926)
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PLANS PREPARED FOR REVISIONS Engineer city BENCHMARK _ Prepared By:
No. r® al at : A r® °' Date: _ ALLARD ENGINEERING
L &12- W/ $ z4'
Underground Ser&e AleftSHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CORMA LEIGH COMMUNITIES B.M. #361, SPIKE IN NORTH FACE OF P.P. F
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF #1536697E AT SOUTH WEST CORNER OF
Civil Engineering -Land Surveying -Land Planning
E ORE APPROVAL SHOWN HEREON AND CARRIED FORTH INA 42346 RIO NEDO BASELINE AVENUE AND SULTANA AVENUE. . 8253 Sierra Avenue
C8� TOLL FREE DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SUITE "L" Fontana, California 92335
REVISIONS TO THE PLANS TO BRING THEM INTO TEMECULA, CA 92590 ( 9 358-1515 Fax (909) 356-1795
1-8W CONFORMANCE WITH CONDITIONS AND STANDARDS
ui
227-26MIN EFFECT. (909) 296-5070 d - Z-/5 -OZ
® ELEVATION• 1365.01 David S. Hammer, (expiresR.C.E. 6/30 2005) Late
a- TWO WORKING DAYS BEFORE YOU DIG
133-.
TC
PROFILE
HORIZ. 1
VERT: 1 "= 4'
10
GRAPHIC SCALE
40 0 20 40 80
{ IN FEET
I inch = 40 ft.
CURVE DATA
0
R
Q
L
T
A
872.00'
14'38'51 "
222.92'
112.07'
B
850.00'
14°38'51 "
217.30'
109.25'
C
828.00'
14°38'51 "
211.68'
106.42'
D
850.00'
14`38'51 "
217.30'
109.25'
INDICATES PROPOSED A.C. PAVEMENT
INDICATES A.C. PAVEMENT TO BE REMOVED
ESS CITY OF FONTANA, CALIFORNIA
4Rp�H'q�"� STREET IMPROVEMENT PLANS
�P S H���F` �yc
Drawn By: `, Scale:
No, 43976 M DEA/JK/WF SAN SE Y AINE ROAD 1 "=40'
Exp, 6/30/05 BASELINE TO NORTHEILY 700'
* Designed By: Date:
CZV1\�tiP JF/JM/JR _ T 1) February, 2002
TFOf CALII Approved.
Checked By: y 7_/2 , Dwg. No. 3
DH jZrq_ CITY ENGINEE R.C.E. 51152 21 11
CONSTRUCTION NOTES
CONSTRUCT 4" PCC SIDEWALK PER CITY STD.
DWG. N0, 1015
11
PROPOSED PER STREET IMPROVEMENT PLAN
DWG NO. 2926
9500 LUMEN, H.P.S.V.: #10, 27' HIGH
12
REMOVE EXISTING CMP RISER AND CMP PIPE
14
CONSTRUCT CATCH BASIN PER A.P.W.A. STDS
DWG 300-2
(SEE SHEET 10 OF 10)
16
CONSTRUCT 4.5" AC PAVEMENT (Min.) OVER
12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 & 32)
8—CONSTRUCT
8" PCC CURB AND GUTTER PER
CITY STD, DWG 1003
22
CONSTRUCT LOCAL DEPRESSION PER A.P.W.A.
STDS 313-1, CASE "A"
(SEE SHEET 10 OF 10)
23
SAWCUT & REMOVE (MIN. 2' FROM EDGE OF
PAVEMENT) EXISTING AC PAVEMENT
TO CLEAN STRAIGHT LINE
INDICATES PROPOSED A.C. PAVEMENT
INDICATES A.C. PAVEMENT TO BE REMOVED
ESS CITY OF FONTANA, CALIFORNIA
4Rp�H'q�"� STREET IMPROVEMENT PLANS
�P S H���F` �yc
Drawn By: `, Scale:
No, 43976 M DEA/JK/WF SAN SE Y AINE ROAD 1 "=40'
Exp, 6/30/05 BASELINE TO NORTHEILY 700'
* Designed By: Date:
CZV1\�tiP JF/JM/JR _ T 1) February, 2002
TFOf CALII Approved.
Checked By: y 7_/2 , Dwg. No. 3
DH jZrq_ CITY ENGINEE R.C.E. 51152 21 11