HomeMy WebLinkAbout5708-2E'LY
E'LY
EXIST• EXIST.
R/W C/L R/W
46' 32'
W'LY
EXIST, UT.
R/W C/L
R/W R
70'
FOR NEW PAVING IN OLEANDER AVENUE (T.I.=6.5)
APPROX. 46' CYPRESS AVE
30'
40'
344'' I
13
PROP. 10' DEDICATION FROM:
40' OLEANDER AVE
30'-32'
SANTA ANA 18" 6"
8'-10'
STA. 10+86.62TO STA. 30+74.80
2.55' SLOPE 2:1 MAX
28'
I I
12
PROP.8 DED ICATION FROM:
2.95' CYPRESS AVENUE
PROP
APPROX. 26.5'
OLEANDER
STA.30+74.80 TO STA. 36+50.99
2.95' OLEANDER AVENUE
&6- ' WALK
1.5%-2.6%
PROP.. A.C.12
PAVEMENT
1.5_ �-2.6%
PROP.
5' WALK 10
8" WIDE X 4" HEIGHT
9 PROP.
klfjC&G
I I
16
CONSTRUCT PARKWAY PLANTER BOX DETAIL PER DETAIL ON SHEET 2.
C&G�
OLEANDER AVENUE
TYPICAL r ICAL 8F--CllCt4
TI = 6.5 N.T.S.
z
Wly EXIST. E'LY
R/W C/L R W RyW
go,
44' 46'
44' PROP. 2'
34' 12' DEDICATION
PROP. A.C.
PAVEMENT 13
PROP•
6' WALK 10
PROP.
C&G 9
SANTA ANA AVENUE
STA. 23+97.47 TO
TO STA. 35+32.72
YMAL ,'110N
TI=9.0 N.T.S.
W, LY EXIST,
RI%W R/W C L
92'
PROP. 14' DEDICATION FROM: 46'
STA. 30+65.25 TO STA. 35+96.57 14'-16' 30'-32'
PROP. 16 DEDICATION FROM: 12' 34'
STA. 35+96.57 TO STA. 36+42.47
PROP. A.C.
14 PAVEMENT
10 , PROP.
6 WALK 1.5r ,%-2 6%
PROP
SEE PARK STREET IMP.
PLANS FOR WORK WITHIN
E'LY HALF
OF CYPRESS AVE.
EXIST. E'LY
R/W R W
46' PROP. 14' DEDICATION FROM:
30'-32' 14'-16' STA. 30+65.25 TO STA. 35+02.13
34' 12' PROP 16 DEDICATION FROM:
STA. 35+20.13 TO STA. 36+42.82
PROP. A.C.
PAVEMENT
PROP_
6' WALK
9 PROP.
C I I C&G
A
40.00' APPROACH WIDTH
V)
w
s 31: z � 10 ,� 10 �� �z
00- --0" CF 0" CF - y0� Cl
ADA PATH OF TRAVEL V - -
S
041 GRADE BREAK N $
--- ---�//
ori
CURB 'ion N+ 0" CF v,Q CD FLOW UNE ��� 0" CF CURB
1 N� Lo
UP 8" CF SEE PLAN SEE PLAN zo 8' CF UP
z RADIUS U m E w
=E Uz �a
U
'd w �3 w
m N m
w ¢ d
CF R/W MODIFICATION:
THE RADIUS OF STD. PLAN 1002 (7,50') HAS
_,--- 12' _-- BEEN INCREASED AS SHOWN ON PLANS, TO PROVIDE
FOR BETTER VEHICULAR & FIRE ACCESS.
7.5' 4.5'
1
1 R=VARIES
SLOPE 1/4' PER FT. U
NE
l" CF 6°A 2%rTYP
SEC77ON A -A
NOTE:
1. ANY EXISTING IMPROVEMENTS DAMAGED SHALL BE REMOVED AND REPLACED
AS APPROVED BY THE CITY ENGINEER.
DETAIL OF DRIVEWAYS AT OLEANDER AVE
SANTA ANA AVENUE, AND CYPRESS AVE
DETAILED SPECIFIC MODIFICATIONS TO
CITY OF FONTANA STD. PLAN 1002
NOT TO SCALE
CYPRESS AVENUE
STA. X300++65.5.2/�5� TOQ STA. 36+42.82
1 1 r 1y�1L� �7G`imN
TI=9.0 N.T.S.
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c�
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w'LY
UT.
RI%W
4' DEDICATION 1
E'LY
EXIST• EXIST.
R/W C/L R/W
46' 32'
CCINag.TRUCiTION NOTES:
O9 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1000
10 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. (WIDTH PER PLAN & DETAILS)
12 CONSTRUCT 4" A.C. OVER 6" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
v
z
46' SANTA ANA AVE
FOR NEW PAVING IN OLEANDER AVENUE (T.I.=6.5)
APPROX. 46' CYPRESS AVE
12''
344'' I
13
CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
40' OLEANDER AVE
PROP. A.C.
14
SANTA ANA 18" 6"
FOR NEW PAVING IN SANTA ANA AVENUE (T.I.=9.0)
2.55' SLOPE 2:1 MAX
PAVEMENT '
I I
t 4
CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
2.95' CYPRESS AVENUE
PROP
APPROX. 26.5'
OLEANDER
FOR NEW PAVING IN CYPRESS AVENUE (T.I.=9.0)
2.95' OLEANDER AVENUE
&6- ' WALK
1.5%-2.6%
CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002
(MODIFIED AS PER DETAILS ON SHEET 2).
8" WIDE X 4" HEIGHT
9 PROP.
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16
CONSTRUCT PARKWAY PLANTER BOX DETAIL PER DETAIL ON SHEET 2.
OPENINGS PER PLAN
z
CYPRESS AVENUE
2%
0
STA.
TOS SST/A.. 30+65.25
18" WIDE 3^
X24/++07.7.4/�1�
1 1 r CALF SECT M
FLOW
CONCRETE GUTTER
2"
TI=9.0 N.T.S.
Q
`nFLOW
U EXIST. EXIST
U T.
R W R W
RW CL
y /
76
PROP. 13' DEDICATION FROM: 46' 30'
STA. 10+91.34 TO STA. 17+47.83 13'-16' 30'-33'
PROP. 16 DEDICATION FROM: 12'34'
STA. 17+47.83 TO STA. 24+07.41
14 PROP. A.C.
PAVEMENT
PROP.
10 6' WALK 1.5_
9
PROP.
c&c
I
CYPRESS AVENUE
STA. X10+91.34/ w' TO STA. 24+07.41
1 1 r '."-'TM
TI=9.0 N.T.S.
BASIS OF BEARINGS: BENCH MARK:
SEE DETAIL SHEET 1 CITY OF FONTANA BENCHMARK NO.
"289"
FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF
POWERPOLE NUMBER 61319 AT THE NORTHEAST
CORNER OF THE INTERSECTION OF SANTA ANA AVENUE
AND CATAWBA AVENUE.
ELEVATION = 1032.22'
TOLL FREE -qmmww- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
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OF 3/4" TO 1-1/2"
GRAVEL BED )�
g `."/��� /`�o,-•�'/-moo �` �_
12" MIN.
OVERLAP
1' BENCH
- 1
OVERLAP
BIO -RETENTION PARKWAY PLANTER BOX
5' CONCRETE SIDEWALK , 6"
PUBLIC R.O.W
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FE WDID# 8-36C382506 DRP 15-017
SHOULD CONSTRUCTION OF THE REQUIRED/�QROFESS/0*q Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
IMPROVEMENTS NOT COMMENCE WITHIN TWO /�� ,�.RD ST Fyc Tfiienes Engineering, lnc. STREET IMPROVEMENT PLAN
F� y CML ENGINEERING LAND SURVEYING
YEARS OF THE DATE OF APPROVAL SHOWN HEREON14349 FIRESTONE BOULEVARD DRAWN BY: DETAIL SHEET SCALE:
rl LA MIRADA, CALIFORNIA 90638
AND CARRIED FORTH IN A DILIGENT MANNER, THE * R.C.E. NO. 56155r *� PH•(714)521-4811 FAX(714)521-4173 G.P. TYPICAL SECTIONS & DETAILS AS SHOWN
Ln Exp 12-31-18 Q DESIGNED BY: SOUTH WEST FONTANA LOGISTICS CENTER DATE:
CITY ENGINEER MAY REQUIRE REVISIONS TO THE ,AS/W CORNER OF SANTA ANA AND CYPRESS AVE
PLANS TO BRING THEM INTO CONFORMANCE WITH 9�F� -\�OQ``�"Q
Date : �; I!v t$ CHECKED "B": APP�VEDB �/• z�. Q DRAWING NO.: 2
REVISION DESCRIPTION DATE ENGR, CITY DATE STANDARDS IN EFFECT. FCA` REINHARD STEN EL RCE N0. 56155 DATE:( �8 5708
M.R. I N
APPROX.
46' SANTA ANA AVE
APPROX. 46' CYPRESS AVE
APPROX.
40' OLEANDER AVE
APPROX. 32. '
SANTA ANA 18" 6"
2.95' SANTA ANA AVENUE
2.55' SLOPE 2:1 MAX
APPROX. 32X7
CYPRESS
2.95' CYPRESS AVENUE
APPROX. 26.5'
OLEANDER
2.95' OLEANDER AVENUE
DISTURBED R.O.W.
PROP. 8" CURB W
8" WIDE X 4" HEIGHT
OPENINGS PER PLAN
z
VIEW LOCATIONS
2%
18" WIDE 3^
N
FLOW
CONCRETE GUTTER
2"
Q
`nFLOW
0 MAX. PONDING ELEVATION o m 9
e 9"
3" e
PROVIDE #5 REBAR
4
18' O.C.
5
'24"
SOIL MEDIA
w`
r s
GRAVITY
'.
60% SAND..-.,.-. - N
o
".r
40% COMPOST'
3
•
GRAVITY
CURB
3;
18"
��� _.����`� Y�
20.25"��
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OF 3/4" TO 1-1/2"
GRAVEL BED )�
g `."/��� /`�o,-•�'/-moo �` �_
12" MIN.
OVERLAP
1' BENCH
- 1
OVERLAP
BIO -RETENTION PARKWAY PLANTER BOX
5' CONCRETE SIDEWALK , 6"
PUBLIC R.O.W
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FE WDID# 8-36C382506 DRP 15-017
SHOULD CONSTRUCTION OF THE REQUIRED/�QROFESS/0*q Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
IMPROVEMENTS NOT COMMENCE WITHIN TWO /�� ,�.RD ST Fyc Tfiienes Engineering, lnc. STREET IMPROVEMENT PLAN
F� y CML ENGINEERING LAND SURVEYING
YEARS OF THE DATE OF APPROVAL SHOWN HEREON14349 FIRESTONE BOULEVARD DRAWN BY: DETAIL SHEET SCALE:
rl LA MIRADA, CALIFORNIA 90638
AND CARRIED FORTH IN A DILIGENT MANNER, THE * R.C.E. NO. 56155r *� PH•(714)521-4811 FAX(714)521-4173 G.P. TYPICAL SECTIONS & DETAILS AS SHOWN
Ln Exp 12-31-18 Q DESIGNED BY: SOUTH WEST FONTANA LOGISTICS CENTER DATE:
CITY ENGINEER MAY REQUIRE REVISIONS TO THE ,AS/W CORNER OF SANTA ANA AND CYPRESS AVE
PLANS TO BRING THEM INTO CONFORMANCE WITH 9�F� -\�OQ``�"Q
Date : �; I!v t$ CHECKED "B": APP�VEDB �/• z�. Q DRAWING NO.: 2
REVISION DESCRIPTION DATE ENGR, CITY DATE STANDARDS IN EFFECT. FCA` REINHARD STEN EL RCE N0. 56155 DATE:( �8 5708
M.R. I N