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PROFILE SCALES
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VERT. 1"=4'
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FUTURL JH 0 T L L
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STA. 11+
AVE.
12
13
14
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GUTTER EX. 12;--' 0 V
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'CIA EXISTING 8* CURB
C14 & GUTTER
SEE DWG. NO. 2841 FOR
MEDIAN IMPROVEMENTS. EX. TEL SEE I. C. LINE SEE DING. NO. 2841 FOR
RB -MEDIANAMPROMa"T-cu-
EXISTING MEDIAN N. I. C.
CURB EX 8" CURB
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AT.
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21
EXIST. I APE
- _' L REMOMEREPLA 0 ad 0 C
LANDSCAPE AND IRRIGATION UE
HT–CIF–WAY AS NECESSARY r-
r(SEE LANDSCAPE PLANS r�: 00
�! C
00
C1*
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CONST. 6." A.C. OVER CMPACTENATIE SIL. r-- r-� r) Pr- o c -
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11O1MVIM STD. DETAIL IVUJ.
CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 1006.
04_
&5 CONST. CROSS GUTTER WITH #4 BAR 0 12- O.C. BOTH WAYS
IN GUTTER PORTION. (SIZE PER PLAN)
6 SAWCUT & REMOVE EXISTING A.C. PAVEMENT.
7 REMOVE EXISTING 8" CURB & GUTTER. CURVE TABLE
aREMOVE EXISTING CONIC. SIDEWALK.
@_ 10 RELOCATE EXISTING WATER METER.
12 CONST. TRANSITION, CURB ONLY FROM 8" C.F. TO 6" C.F.
16 EXISTING SIGN TO BE REMOVED.
18 CONST. 4" THCIK P.C.C. SIDEWALK.
19 —RELOCATE EXISTING. PALM TREES PER LANDSCAPE ARCHITECT PLANS.
Number
Delta
Radius
Length
Tangent
A
03*07'41"
300.00'
16.38'
8.19'
B
03*06'38"
300.00'
16.29'
8.15'
C
90*00,00,
35.00'
54.98'
35.00'
D
90*22'22"
35.00'
55.21'
35.23'
E
89*35'48"
two
54.73'
KA
X
E.V.C.
END OF VERTICAL CURVE
M.V.C.
MIDDLE OF VERTICAL CURVE
W
WATER LINE
S
SEWER LINE
CONSTRUCT 6.5" A.C. OVER
cr
COMPACTED NATIVE SOIL.
•
NEW
7
0
10 L___j 1L_j
10
4 10
– — — — — — — — — ---- —
18 1 1 1 P
21
EXIST. I APE
- _' L REMOMEREPLA 0 ad 0 C
LANDSCAPE AND IRRIGATION UE
HT–CIF–WAY AS NECESSARY r-
r(SEE LANDSCAPE PLANS r�: 00
�! C
00
C1*
_v
CONST. 6." A.C. OVER CMPACTENATIE SIL. r-- r-� r) Pr- o c -
p
%2"5r%"Do P. fwr-r=OPER nrrD\-, nrVrn 11-0 z:j- D 0 J\,/j J\JJ E. " R C J L E -J-- J T E _,,
11O1MVIM STD. DETAIL IVUJ.
CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 1006.
04_
&5 CONST. CROSS GUTTER WITH #4 BAR 0 12- O.C. BOTH WAYS
IN GUTTER PORTION. (SIZE PER PLAN)
6 SAWCUT & REMOVE EXISTING A.C. PAVEMENT.
7 REMOVE EXISTING 8" CURB & GUTTER. CURVE TABLE
aREMOVE EXISTING CONIC. SIDEWALK.
@_ 10 RELOCATE EXISTING WATER METER.
12 CONST. TRANSITION, CURB ONLY FROM 8" C.F. TO 6" C.F.
16 EXISTING SIGN TO BE REMOVED.
18 CONST. 4" THCIK P.C.C. SIDEWALK.
19 —RELOCATE EXISTING. PALM TREES PER LANDSCAPE ARCHITECT PLANS.
Number
Delta
Radius
Length
Tangent
A
03*07'41"
300.00'
16.38'
8.19'
B
03*06'38"
300.00'
16.29'
8.15'
C
90*00,00,
35.00'
54.98'
35.00'
D
90*22'22"
35.00'
55.21'
35.23'
E
89*35'48"
35.00'
54.73'
34.75'
(2�O EXISTING ELECTRICAL PULL BOX TO BE RELOCATED.
21 EXISTING DETECTOR CHECK TO BE RELOCATED.
22 INSTALL 22,000 LUMEN COBRAHEAD CUT—OFF LUMINARE, MOUNTED ON A
"MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25'.
D REV. REVISION DESCRIPTION
0
M
TOLL FREE "IIIIIIIIIIIIIIIIIII�1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BASE LINE
hm
PRIOR TO REMOVAL OF EXISTING PALM TREES
IN CITY RIGHT OF WAY, CONTACT SCOTT BANGLE
OF PUBLIC SERVICES 0 (909) 350-6766 14
DAYS PRIOR TO REMOVAL.
AVE
DATE ENGR. CITY DATE
01
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.
12 W(1286.32
TC) -E)as-nNG 8- CURB
(1285.68 FL) & GUTTER
HIGH POINT
T.C.
TOP OF CURB ELEVATION
---------------
14
FINISHED SURFACE ELEVATION
F.L.
FLOW LINE ELEVATION
SHEET MATCH LINE
19r
TRACT BOUNDARY / PROPERTY LINE
M M
0i
sk
DIRECTION OF FLOW
kLE: 1 40'
EXISTING SPOT ELEVATION
G.B.
GRADE BREAK
O.C.
ON CURB
EXIST. CONIC. SIDEWALK
BEGIN CURVE
E.C.
END OF CURVE
TO BE,PROTECTED INti
PLACE�'4- -Iv-
'POINT OF REVERSE CURVE
EW RIG[ IT-CWAY
POINT OF COMPOUND CURVE
B.V.C.
V) Uj
E.V.C.
END OF VERTICAL CURVE
M.V.C.
MIDDLE OF VERTICAL CURVE
W
WATER LINE
S
SEWER LINE
CONSTRUCT 6.5" A.C. OVER
w
COMPACTED NATIVE SOIL.
11
R ECO R 0 09 A VV IN 6
Ev, 12,11-05
CIVIL . . . . .. . .. . . .. . .. . .. . .. . .. . .. . ..
.. . ....... . .
'?910FES I�
ID L
/oNq\
Uj
cr_ No. 24573
* Exp. 12/31/01
kj�� CIVIC 'X_
OF C
1:113CE? & , Ine.
1:111 V A Civil Engineering - Planning - Surveying - Public Works
1152 N. Mountain Ave. Ste. 100 Upland, CA 91786. (909) 982-7777
PREP ED UNDER TH SUPERVISION OF: -
Af�
RICHARD L. BOWMAN R.C.E. 24573 DATE:
DRAWN BY-
RLM
DESIGNED BY:
RLM
CHECKED BY:
LEGEND
H.P.
HIGH POINT
T.C.
TOP OF CURB ELEVATION
F.S.
FINISHED SURFACE ELEVATION
F.L.
FLOW LINE ELEVATION
SHEET MATCH LINE
TRACT BOUNDARY / PROPERTY LINE
DIRECTION OF FLOW
kLE: 1 40'
EXISTING SPOT ELEVATION
G.B.
GRADE BREAK
O.C.
ON CURB
B.C.
BEGIN CURVE
E.C.
END OF CURVE
P.R.C.
'POINT OF REVERSE CURVE
P.C.C.
POINT OF COMPOUND CURVE
B.V.C.
BEGIN VERTICAL CURVE
E.V.C.
END OF VERTICAL CURVE
M.V.C.
MIDDLE OF VERTICAL CURVE
W
WATER LINE
S
SEWER LINE
CONSTRUCT 6.5" A.C. OVER
w
COMPACTED NATIVE SOIL.
1"= 4040 0 40 80
0
scale feet
CITY OF FONTANA, CALIFORNIA
87MEE7 IMPROVEMENT PLAN
FOR
BASE LIN A UE
% >0 BY-
ef 4 07
_j
z
kLE: 1 40'
0 w
OLU
1"=4*
°0z
rE:
4z
121/00
w
1-1
—0(0
CPO
kWING NO.:
2
1
2840
.1
No
10
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