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SIERRA
REV. REVISION DESCRIPTION
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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2 MMMMw 9� 2FA I
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N 111110111101111111
N N ME MM
105 106 107
EM
)S LL_ Lo
AVENUE � '�-
` \ 20 10 0. 20 40 60 80 100
SCALE: 1'=40'
DATE ENGR. C I TY DATE PLANS PREPARED BY:
� 6i8�3 SHOULD CONSTRUCTION OF THE REQUIRED Q�o� Essl�yq
IMPROVEMENTS NOT COMMENCE WITHIN TWO �° pS A. Zq W WILLDAN
/'/ZI'x 13191 Crossroads Parkway North Suite 405
PROFILE SCALE
HORIZ: 1' = 40'
VERT: 1' = 2'
CROSS-REFERENCE NOTES
I. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, TYPICAL SECTIONS AND
APWA STANDARD PLANS SEE DRAWING NO. 2997 SHEETS 1-13.
2. FOR DRAINAGE IMPROVEMENTS SEE DRAWING NO. 3001 SHEETS 1-7.
CURVE DATA
NO.
A
R
L
T
19A
180° 00'00. 00"
3. 96m ( 13. 00')
12. 45m (AO. 84'
- - -
I&I
142° 09'A 1. 80-
0. 61 m (2. 00')
1. 51 m (4. 96')
1. 78m (5. 84' )
1509. 1 1
1509.65
1510. 13
1509.46
1510. 32
SIERRA AVENUE
101+49 96
2
8.53m (28')
1510. 19
1509.96
1510. 74
151 1. 25
1509.56
151 1.27
)S LL_ Lo
AVENUE � '�-
` \ 20 10 0. 20 40 60 80 100
SCALE: 1'=40'
DATE ENGR. C I TY DATE PLANS PREPARED BY:
� 6i8�3 SHOULD CONSTRUCTION OF THE REQUIRED Q�o� Essl�yq
IMPROVEMENTS NOT COMMENCE WITHIN TWO �° pS A. Zq W WILLDAN
/'/ZI'x 13191 Crossroads Parkway North Suite 405
PROFILE SCALE
HORIZ: 1' = 40'
VERT: 1' = 2'
CROSS-REFERENCE NOTES
I. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, TYPICAL SECTIONS AND
APWA STANDARD PLANS SEE DRAWING NO. 2997 SHEETS 1-13.
2. FOR DRAINAGE IMPROVEMENTS SEE DRAWING NO. 3001 SHEETS 1-7.
CURVE DATA
NO.
A
R
L
T
19A
180° 00'00. 00"
3. 96m ( 13. 00')
12. 45m (AO. 84'
- - -
I&I
142° 09'A 1. 80-
0. 61 m (2. 00')
1. 51 m (4. 96')
1. 78m (5. 84' )
CONSTRUCTION NOTES
g2PROTECT IN PLACE.
REMOVE EXISTING P.C.C., A.C., PAVEMENT, OR SOIL.
2A REMOVE CHAIN LINK FENCE.
36 CONSTRUCT I65rrm THICK ASPHALT CONCRETE OVER 210rtm THICK CLASS 2 AGGREGATE BASE MATERIAL.
4B CONSTRUCT CURB AND GUTTER PER CALTRANS STD PLAN A87 TYPE A2-200 (8 INCH).
4C CONSTRUCT CURB PER CALTRANS STD. PLAN A87 TYPE B3 (6 -INCH)
O5 CONSTRUCT 102rtm (4 INCH) P.C.C. SIDEWALK PER CITY OF FONTANA
STD. PLAN N0. 1015
O9 CONSTRUCT CHAIN LINK FENCE PER CALTRANS STD PLAN A85, TYPE CL -1.8.
6� CONSTRUCT MEDIAN TREATMENT PER DETAIL ON SHEET 7.
6C CONSTRUCT GUTTER DEPRESSION (W=1.2m(4') & D=IOOrtm(4')) TYPE OS AND OL INLETS ON GRADE
PER CALTRANS STD PLAN D78.
� CT CONSTRUCT (MEDIAN TAPER) PER HIGHWAY DESIGN MANUAL TABLE 405.2A,
W CF CONSTRUCT PARABOLIC BURG FLARE (MEDIAN FLARE) PER HIGHWAY DESIGN MANUAL TABLE 405.4
L W AND L PER PLAN.
TS SEE TRAFFIC SIGNAL MODIFICATION PLANS.
B C
A D
CURB AND CURB AND
GUTTER _ GUTTER
LOCAL DEPRESSION TABLE
I E
N '^
(3.5') N lw (6' )
E I.Om FLOW 1. 8m
ST -CL --
LOCAL DEPRESSION DETAIL
F
STREET
CL ST.
STATION
C. B.
NO.
WIDTH
LOCAL DEPRESSION ELEVATIONS (FT)
A (FL)
B (FL)
C (FL)
D (FL)
E (EG)
F (EG)
SIERRA AVENUE
101 + 16.88
1
6.40m (21 ')
1509. 35
1509. 1 1
1509.65
1510. 13
1509.46
1510. 32
SIERRA AVENUE
101+49 96
2
8.53m (28')
1510. 19
1509.96
1510. 74
151 1. 25
1509.56
151 1.27
YEARS OF THE DATE OF APPROVAL SHOWN HEREON Z Industry, CA 91746-3497 DRAWN BY:
AND CARRIED FORTH IN A DILIGENT MANNER, THE No. C060153 „� (562)90B-6200 DB/BM
CITY ENGINEER MAY REQUIRE REVISIONS TO THE * EXP. 03-31-04 * UNDER THE SUPERVISION OF: DESIGNED BY:
PLANS TO BRING THEM INTO CONFORMANCE WITH x CIV 1V
F
NJ/SB/
C
/41c4 CHECKED BY:
--i STANDARDS IN EFFECT. OF p`lCARLOS A. ZA R.C.E. 60153
DATE CZ
T PERMIT NO.08-03-N-MC-0483
CITY OF FONTANA
c
STREET IMPROVEMENTS
vi
SIERRA AVENUE SCALE:
1°=40' o
N
ROM 4' H. OF SOUTH HLAND TO NORTH LIMIT DATE:
04-14-03 o 0
E BY4 : M
2997 DRAWING NO.:X31;;z
In C�
ITY ENGINEER R.C.E 51152 DATE: