HomeMy WebLinkAbout5152-2A
7
50.00' APPROACH WIDTH
WARP 5' WIDE SIDEWALK cn WARP 5' WIDE SIDEWALK
TO MATCH TOP OF w TO MATCH TOP OF
CURB AND G.B. LINES Q CURB AND G.B. LINES
CD
J S 0" CF 0" CF
C1 QO 5. o
an +N 'n ADA PA F TRAVEL •
�g NGRADE- N � N + an
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CURB Q FLOW UNE ao CURB
co
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m U .
W� � v N o acs
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w + + a�
o REMOVE ANY EXISTING CURB GUTTER AND SIDEWALK WITHIN TIS AREA Z w
O U
CF R/W MODIFICATION:
THE RADIUS OF STD. PLAN 1002 (7.50') HAS
12' BEEN INCREASED AS SHOW TO PROVIDE FOR
FOR BETTER TRUCK ACCES:.
7.5 4.5'
R=VARIES
SLOPE 1/4"PER FT.
i" CF 8% 2�
SECTION A A:
NOTE
1. ANY EXISTING IMPROVEMENTS DAMAGED SHALL BE REMOVED AND REFACED
AS APPROVED BY THE CITY ENGINEER.
DETAIL OF DRIVEWAY AT
STA. 17+39.02 SANTA ANA AVENUE
A 7 1
WARP 5' WIDE SIDEWALK 35.00' APPROACH WIDTH
N WARP 5' WIDE SIDEWALK
TO MATCH TOP OF w TO MATCH TOP OF
CURB AND G.B. LINES a CURB AND G.B. LINES
I =30• 0CF 0CF c CD
S " '
q 5 0
N N ADA PA F TRAVEL N o
\qGONE
-Lin `� + Ln
• RREAK u N
R=VARIES
SECOnON A A:
NOTE
1. ANY EXISTING IMPROVEMENTS DAMAGED SHALI. BE REMOVED AND REPLACED
AS APPROVED BY THE CITY ENGINEER.
DETAIL OF DRIVEWAY AT
STA. 20 .1.63. 93 SANTA ANA AVENUE
WARP 5' WIDE SIDEWALK
TO MATCH TOP OF
CURB AND G.B. LINES \
�z o
A 7
50.00' APPROACH WIDTH
V)
w
WARP 5' WIDE SIDEWALK
TO MATCH TOP OF
CURB AND G.B. LINES
W
o z
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00 FLOW
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lip
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8'00
OWN` 4
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m
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am�
co
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=oz
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Lo��
n. C9
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0 01
N
REMOVE ANY EXISTING CURB GUTTER AND SIDEWALK WITHIN THIS AREA
N
a
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REMOVE ANY EXISTING CURB GUTTER AND SIDEWADWITHIN THIS AREA
N
� U
CF R/W
MODIFICATION:
U
CF
R/W MODIFICATION
THE RADIUS OF STD. PLAN 1002 (7.50') HAS
THE RADIUS OF S). PLAN 1002 (7.50') HAS
12'
BEEN INCREASED AS SHOWN TO PROVIDE FOR
12'
BEEN INCREASED 5 SHOWN TO PROVIDE FOR
FOR BETTER VEHICULAR & FIRE ACCESS.
FOR BETTER TRUC ACCESS.
_ 7.5 4.5'
7.5'
4.5'
R=VARIES
SECOnON A A:
NOTE
1. ANY EXISTING IMPROVEMENTS DAMAGED SHALI. BE REMOVED AND REPLACED
AS APPROVED BY THE CITY ENGINEER.
DETAIL OF DRIVEWAY AT
STA. 20 .1.63. 93 SANTA ANA AVENUE
WARP 5' WIDE SIDEWALK
TO MATCH TOP OF
CURB AND G.B. LINES \
�z o
A 7
50.00' APPROACH WIDTH
V)
w
WARP 5' WIDE SIDEWALK
TO MATCH TOP OF
CURB AND G.B. LINES
W
o z
C) S,0 0" CF CF �p�J c
N+JPAIF RVEADAuio
701 1 04 N NBREAK + ir)
s�PPE 14•I� Fr. _ ---tit-uraE
CF
SECTION A A:
NOTE
1. ANY EXISTING IMPROVEMENTS DAMAGED SHALL BE REIAOVEDWD REPLACED
AS APPROVED BY THE CITY ENGINEER.
DETAIL OF DRIVEWAY AT
STA. 19-F92.67 CITRUS AVENUE
DIHAILED SPECIFIC MODIFICAVONS TO CITY OF FONTANA STD. PLAN 10.0.2.
44' CITRUS AVENUE
36' SANTA ANA AVENUE
30' CITRUS AVENUE GUTTER 6' LANDSCAPE 5'
22' SANTA ANA AVENUE 24 WIDE CONCRETE SIDEWALK
DISTURBED R.Q.W.\01
ol
- . _ . ._ -• w cn
001
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LLJ
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4. 24" WIDE` : /� //10/1
//� //� /f//' //� //� � //�
Q s PERVIOUS . s *'' r \ \\ \\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ `A' e
N
CONCRETE GUTTER // / /// G
A _ \ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\
• ___ _ // /// /// /// // /// /// /// /// I\y ///
• •• - f jj //j //j //j /^//j //j //j //� j j j\
a _• S \
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• m i\\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\
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\\\\\\\\\\\\\\\\\ c
SL
X Xx. i\\\i\\\i\\\i\\\i\\\i\\\i\\\i\\\i\\\i\\\i\\\i\
NOT TO SCALE
R.O.W.
DISTURBED R.O.W.
30' CITRUS AVENUE
22' SANTA ANA AVENUE
w
z
J
28
PROP.
CUR
Ln
24" WIDE
W
Q
Q
N z
� a
U Z
N
"' PROVI
M rri GE01
j
PERVIOUS GUTTER (PLAN VIEW).
N.T.S.
PERVIOUS GUTTER DETAIL
NOT TO SCALE
AI,....... AAAA--AAAA--
TOLL FREES 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV:
44' CITRUS AVENUE
36' SANTA ANA AVENUE
3/4' TO 1-1j2' DIA. GRAVEL' BED
-
t X30" WIDE
SECTION A -A
N.T.S.
REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
PUBLIC R.O.W.
CONSTRUCTION NOTES:-
SAW-CUT
OTES
SAW-CUT do REMOVE EXISTING ASPHALT PAVEMENT.
2O REMOVE ALL EXISTING TREES/SHRUBS/ TREES STUMPS WITHIN R/W.
3O RELOCATE EXIST. STREET LIGHT PULL BOX PER STREET LIGHT PLANS.
4O
EXISTING POWER POLE TO BE REMOVED do UNDERGROUNDED BY OTHERS.
5O
EXISTING POWER POLE GUY ANCHOR TO BE REMOVED BY OTHERS.
6O REMOVE EXISTING MAILBOX.
7O REMOVE EXISTING A.C. BERM/DIKE
8O REMOVE IXISTING STAND PIPE
9O CONSTRUCT 5.00 MIN. A.C. OVER 8' AGG. BASE,
OVER NATIVE MATERIAL COMPACTED TO 959.
10 REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA SIDS.
t t ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE
12 REMOVE EXISTING SITE WALL
13 ADJUST EXISTING GAS VALVE TO GRADE.
14 CONSTRUCT 8' ASPHALT BERM PER CITY OF FONTANA STD. PIAN 1007.
15 CONSTRUCT 8' CURB do GUTTER PERI CITY OF FONTANA STD. PLAN 1000.
16 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006.*
17 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN
1002 (MODIFIED PER DETAILS ON SHEET 2).
18 CONSTRUCT PERVIOUS CONCRETE GUTTER ADJACENT TO CONCRETE CURB
PER (STREET SPECIFIC) DETAILS ON SHEEP 2.
19 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD.
PLAN 1003 (SEE DETAIL ON SHEET 3).
20 COLD PLANE do OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH 1.5'
(WIDTH PER PIAN) SEE DETAIL ON SHEEP 2.
21 PROPOSED STREET LIGHT (SEE ST. LIGHTING PLANS).
22 IX. WATER METER AND SERVICE TO BE REMOVED (BY FONTANA WATER COMPANY).
23 PROPOSED NEW FIRE HYDRANT (BY FONTANA WATER COMPANY).
24 PROPOSED NEW WATER METER (BY FONTANA WATER COMPANY).
25 EXISTING FIRE HYDRANT, SERVICE AND VALVE TO BE REMOVED
(BY FONTANA WATER COMPANY).
26 WATER VALVE TO BE ADJUSTED TO GRADE (BY FONTANA WATER COMPANY).
27 PROP. ARE D.D.CA. TO BE INSTALLED (BY FONTANA WATER COMPANY).
28 CONSTRUCT 8' CURB PER CITY OF FONTANA STD. PIAN 1000.
29 PROPOSED PUBLIC STORM DRAIN (SEE STORM DRAIN PLANS).
- t .
5.00' MIN. WIDTH W
SEE PLAN SHEETS Z
J
FOR LIMITS 5
U
JOIN 3
70 V) JOIN
EXIST. A.C. 0.
PROP. A.C.
EXIST. AC - - - - -
PAVEMENT
COLD PLANE 0.10'
de CONSTRUCT 0.10' MIN.
VARIABLE AC OVERLAY.
GRIND AND OVERLAY DETAIL
N.T.S. �
SHOULD CONSTRUC'ION OF THE REQUIRED pF/pN� Prepared Under -The Supervision Of
��o RD ST Fti Thieves Engineelring, /1c.
IMPROVEMENTS NOT ,OMMENCE WITHIN TWO \��Z�' �y CML avG/NEER/NG • L4ND :SUfiVEKNG
YEARS OF THE DATE OF APPROVAL SHOWN HEREON 14349 F/RESTONE 80ULE:YARD
W r^ LA M/R4LK C.AUFORYW 901638
AND CARRIED FORTH 11` A DILIGENT MANNER, THE * R.C.E. No. 56155r * PH(714)521-4811 FAX(714J5211-417.1
CITY ENGINEER MAY R[QUIRE REVISIONS TO THE Exp. 12-31-14 Q
PLANS TO BRING THEM INTO CONFORMANCE WITH q�E` civi Date : 10 -.2 -I
STAN DAR)S IN EFFECT. 0r C Ao�
EINHARD STENZ L RCE N0. 56155
I
0
8
WD/D# - 8-36C370368 DR 14-005 s
CITY OF FONTANA, CALIFORNIA
. STREET IMPROVEMENT - PLAN
W" BY: C ITR U S & - SANTA- ANA AVENUES S SHOWN
IGNED BY: DETAIL EET DATE:
.7
:CKED BY: APPRO D DRAWING M.: 2
N ,.N - -DATE: 5152 g
T
IRB
0" CF e
00 FLOW
UNE oo Q 0" CF
CURB
8'00
OWN` 4
RADIUS MEN` CF/
m
W O = cn
w
m W
Lu
U
I=.�
gym"
U Z
A
Lo��
n. C9
mw
+
+a
v
REMOVE ANY EXISTING CURB GUTTER AND SIDEWADWITHIN THIS AREA
N
z w
O
U
CF
R/W MODIFICATION
THE RADIUS OF S). PLAN 1002 (7.50') HAS
12'
BEEN INCREASED 5 SHOWN TO PROVIDE FOR
FOR BETTER TRUC ACCESS.
7.5'
4.5'
R=VARIES
s�PPE 14•I� Fr. _ ---tit-uraE
CF
SECTION A A:
NOTE
1. ANY EXISTING IMPROVEMENTS DAMAGED SHALL BE REIAOVEDWD REPLACED
AS APPROVED BY THE CITY ENGINEER.
DETAIL OF DRIVEWAY AT
STA. 19-F92.67 CITRUS AVENUE
DIHAILED SPECIFIC MODIFICAVONS TO CITY OF FONTANA STD. PLAN 10.0.2.
44' CITRUS AVENUE
36' SANTA ANA AVENUE
30' CITRUS AVENUE GUTTER 6' LANDSCAPE 5'
22' SANTA ANA AVENUE 24 WIDE CONCRETE SIDEWALK
DISTURBED R.Q.W.\01
ol
- . _ . ._ -• w cn
001
`/\\i/\\i\\i/\\i/\\i/\\i/\\i/\\i/\
'FLOW _ - .. \/\/\/\/:/\�/\/� /\/\/\/\/\/\/\ FLOW
LL W o m ��\\�\\�\\�\\'� \\\\\ \\ \\\\\ \\\\\\\\\\\\\\\\\\\
LLJ
Z :.\\/\\/\\/\\/\\/\\/\ u .
_ /jj
U Y \\ \\ \\ \\ \\ \\ \\ \\ \\
4. 24" WIDE` : /� //10/1
//� //� /f//' //� //� � //�
Q s PERVIOUS . s *'' r \ \\ \\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ `A' e
N
CONCRETE GUTTER // / /// G
A _ \ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\
• ___ _ // /// /// /// // /// /// /// /// I\y ///
• •• - f jj //j //j //j /^//j //j //j //� j j j\
a _• S \
\/j\/j\/j\/j\/j\/j\/j
YOW
FL < FLOW
m \\
Q "//\//\//\//\\//\//\//\//\//\/
• m i\\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\
_77.-I _L_ • ..\\\
\//
- :• : i\\j\\j\\ j\\jj\\ j/\\\j\\ j\\ j\\ j\\ j
\\\\\\\\\\\\\\\\\ c
SL
X Xx. i\\\i\\\i\\\i\\\i\\\i\\\i\\\i\\\i\\\i\\\i\\\i\
NOT TO SCALE
R.O.W.
DISTURBED R.O.W.
30' CITRUS AVENUE
22' SANTA ANA AVENUE
w
z
J
28
PROP.
CUR
Ln
24" WIDE
W
Q
Q
N z
� a
U Z
N
"' PROVI
M rri GE01
j
PERVIOUS GUTTER (PLAN VIEW).
N.T.S.
PERVIOUS GUTTER DETAIL
NOT TO SCALE
AI,....... AAAA--AAAA--
TOLL FREES 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV:
44' CITRUS AVENUE
36' SANTA ANA AVENUE
3/4' TO 1-1j2' DIA. GRAVEL' BED
-
t X30" WIDE
SECTION A -A
N.T.S.
REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
PUBLIC R.O.W.
CONSTRUCTION NOTES:-
SAW-CUT
OTES
SAW-CUT do REMOVE EXISTING ASPHALT PAVEMENT.
2O REMOVE ALL EXISTING TREES/SHRUBS/ TREES STUMPS WITHIN R/W.
3O RELOCATE EXIST. STREET LIGHT PULL BOX PER STREET LIGHT PLANS.
4O
EXISTING POWER POLE TO BE REMOVED do UNDERGROUNDED BY OTHERS.
5O
EXISTING POWER POLE GUY ANCHOR TO BE REMOVED BY OTHERS.
6O REMOVE EXISTING MAILBOX.
7O REMOVE EXISTING A.C. BERM/DIKE
8O REMOVE IXISTING STAND PIPE
9O CONSTRUCT 5.00 MIN. A.C. OVER 8' AGG. BASE,
OVER NATIVE MATERIAL COMPACTED TO 959.
10 REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA SIDS.
t t ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE
12 REMOVE EXISTING SITE WALL
13 ADJUST EXISTING GAS VALVE TO GRADE.
14 CONSTRUCT 8' ASPHALT BERM PER CITY OF FONTANA STD. PIAN 1007.
15 CONSTRUCT 8' CURB do GUTTER PERI CITY OF FONTANA STD. PLAN 1000.
16 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006.*
17 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN
1002 (MODIFIED PER DETAILS ON SHEET 2).
18 CONSTRUCT PERVIOUS CONCRETE GUTTER ADJACENT TO CONCRETE CURB
PER (STREET SPECIFIC) DETAILS ON SHEEP 2.
19 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD.
PLAN 1003 (SEE DETAIL ON SHEET 3).
20 COLD PLANE do OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH 1.5'
(WIDTH PER PIAN) SEE DETAIL ON SHEEP 2.
21 PROPOSED STREET LIGHT (SEE ST. LIGHTING PLANS).
22 IX. WATER METER AND SERVICE TO BE REMOVED (BY FONTANA WATER COMPANY).
23 PROPOSED NEW FIRE HYDRANT (BY FONTANA WATER COMPANY).
24 PROPOSED NEW WATER METER (BY FONTANA WATER COMPANY).
25 EXISTING FIRE HYDRANT, SERVICE AND VALVE TO BE REMOVED
(BY FONTANA WATER COMPANY).
26 WATER VALVE TO BE ADJUSTED TO GRADE (BY FONTANA WATER COMPANY).
27 PROP. ARE D.D.CA. TO BE INSTALLED (BY FONTANA WATER COMPANY).
28 CONSTRUCT 8' CURB PER CITY OF FONTANA STD. PIAN 1000.
29 PROPOSED PUBLIC STORM DRAIN (SEE STORM DRAIN PLANS).
- t .
5.00' MIN. WIDTH W
SEE PLAN SHEETS Z
J
FOR LIMITS 5
U
JOIN 3
70 V) JOIN
EXIST. A.C. 0.
PROP. A.C.
EXIST. AC - - - - -
PAVEMENT
COLD PLANE 0.10'
de CONSTRUCT 0.10' MIN.
VARIABLE AC OVERLAY.
GRIND AND OVERLAY DETAIL
N.T.S. �
SHOULD CONSTRUC'ION OF THE REQUIRED pF/pN� Prepared Under -The Supervision Of
��o RD ST Fti Thieves Engineelring, /1c.
IMPROVEMENTS NOT ,OMMENCE WITHIN TWO \��Z�' �y CML avG/NEER/NG • L4ND :SUfiVEKNG
YEARS OF THE DATE OF APPROVAL SHOWN HEREON 14349 F/RESTONE 80ULE:YARD
W r^ LA M/R4LK C.AUFORYW 901638
AND CARRIED FORTH 11` A DILIGENT MANNER, THE * R.C.E. No. 56155r * PH(714)521-4811 FAX(714J5211-417.1
CITY ENGINEER MAY R[QUIRE REVISIONS TO THE Exp. 12-31-14 Q
PLANS TO BRING THEM INTO CONFORMANCE WITH q�E` civi Date : 10 -.2 -I
STAN DAR)S IN EFFECT. 0r C Ao�
EINHARD STENZ L RCE N0. 56155
I
0
8
WD/D# - 8-36C370368 DR 14-005 s
CITY OF FONTANA, CALIFORNIA
. STREET IMPROVEMENT - PLAN
W" BY: C ITR U S & - SANTA- ANA AVENUES S SHOWN
IGNED BY: DETAIL EET DATE:
.7
:CKED BY: APPRO D DRAWING M.: 2
N ,.N - -DATE: 5152 g