HomeMy WebLinkAbout4924-4EXISTING
TC
-884.46. 884.48 ,,
TC TC
EXISTING CATCH I PROPOSED
BASIN TO BE FLOWLINE
REMOVED
I.
APPROXIMATE LOCATION
EXISTING TELEPHONE
' CONDUIT (VERIFY)
EXISTING PROTECT IN PLACE
39 R.C.P. _
I II
8 8 -0=- ,
PROPOSED
JUNCTION I I S=0.0788
STRUCTURE
877.97 I I
INV 39"
U
875.,,
pN
o �
c ' coo
+� +w
o a- o °-
zo
C9oo ¢ mm
�nmaooiwao
39" RCP, D-1500
PROFELE SCALE:
HORIZ. - 1" = 20'
VERT. - 1" = 2'
0+00 0+50
i
j
--
- I X I
31
611
j
to -- rN —
U)U L,
^i
- _ - -- -------- - - - --- -I - 0 00 — — --- - = -- -
I? o 33-
j STk 10+00.0 10+1652 --
>; BEGIN PIP
' '878.00• -INV.- -- �- -- - - P V.---._ -
END,;P,I N
--- _ _
n 32 =� - _ _
30
SEE DETAIL W.=,7.00'
"I"- 4
- - - " ~„' ,� HEREON- V=5.00' -- .
^ A.
II _
i
DETAIL "A"
0 10 20 40 60
SCALE:1 "=20'
CONSTRUCTION NOl'ES-
1O SAW -CUT &REMOVE EXISTING CONCRETE CURB &GUTTER.
2O REMOVE EXISTING CATCH BASIN.
3O REMOVE EXISTING TREES.
4O REMOVE EXISTING CONCRETE DRIVEWAY.
O REMOVE EXISTING SIGN.
6O REMOVE EXISTING CONCRETE SIDEWALK.
7O REMOVE EXISTING CONCRETE CURB RETURN.
8O REMOVE/ABANDON EXISTING WATER METER.
9O REMOVE/RELOCATE EXISTING TELEPHONE PEDISTAL
a REMOVE/RELOCATE EXISTING FIRE HYDRANT.
(D REMOVE/RELOCATE EXISTING STREET LIGHT PER CIN OF FONTANA SIDS.
12 RELOCATE EXISTING POWER POLE PER SCE FORCES.
13 PROTECT EXISTING POWER POLE IN PLACE.
G PROTECT EXISTING FIRE HYDRANT IN PLACE.
15 PROTECT EXISTING STREET LIGHT IN PLACE.
16 PROTECT EXISTING SCE VAULT IN PLACE.
17 PROTECT EXISTING SIGN IN PLACE.
18 ADJUST EXISTING UTILITY MANHOLE TO GRADE.
19 ADJUST EXISTING ELECTRICAL PULL BOX TO GRADE.
20 ADJUST EXISTING WATER VALVE TO GRADE.
21 CONSTRUCT 8" CURB &GUTTER PER CITY OF FONTANA
STD. PLAN 1000.
22 CONSTRUCT COMMERCIAL DRIVEWAY PER Clil' OF FONTANA
STD. PLAN 1002.(MODIFlED PER DEfNL ON SHEEP 4)
23 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA
STD. PLAN 1003.
24 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. SEE PLAN FOR WIDTHS.
25 CONSTRUCT MODIFIED SIDEWALK PER DETAIL ON SHEEP 4.
26 RELOCATED POWER POLE PER SCE FORCES.
27 COLD PLANE &OVERLAY EXISTING AC PAVEMENT, MIN.
DEPTH 1.5" (WIDTH PER PLAN) SEE DETAIL ON SHEEP 4.
28 REMOVE EXISTING CROSS GUTTER BACK TO FLOW AND RECONSTRUCT
PER CIN OF FONTANA STD. PLAN 403.
29 PROPOSED STREET LIGHT BY SCE FORCES.
3TOFlM DRAIN CONSTRUCTION NOTES -
30 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD.
PLAN NO. 3004, W=7.00' V=5.00'.
31 CONSTRUCT 39" R.C.P., D-1500.
32 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN
NO. 3026. SEE DETAIL ON SHT. NO. 4.
33 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO.
3003, CASE A.
T. S. DATA
26'
o
A=90'00'00"
g
C+
B=3.25'
I
•
C=1.16' EXISTING
39"
U
D1=3.25'
R.C.P.
j �-
D2=3.25'
c, m
R=878.18
PROPOSED
LL_ U
S=878.17
JUNCTION
w
FOR LIMITS w
STRUCTURE0.58'
0.12
EXISTING 39"
EXIST. AC U
R.C.P.
EXIST. AC
'
TA 9+94.07
,
877.97 INV
COLD PLANE 0.12'
L ----- J
EX. 39"
(VERIFY)
& PROVIDE 0.12 MIN.
N11'12'22
REVISION DESCRIPTION
VARIABLE AC OVERLAY.
FORM JUNCTION
COLD PLANE
DETAILL
6.80
FORM JUNCTION
'STRUCTURE AROUND
EXIST. 39" R.C.P.
(MIN. 5" EMBEDMENT)
878.17 INV
EX. 39 -(VERIFY)
5"
STRUCTURE AROUND
EXIST. 39" R.C.P. EXISTING CATCH
(MIN. 5" EMBEDMENT) BASIN TO BE
REMOVED
TRANSITION s-rHucTu
LOCATION AND ELEVATION TO BE
VERIFIED PRIOR TO CONSTRUCTION
TOLL FREE -qqmmpw" 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
STA. 9+96.58
C.L. INT.
N00'07'57
00 cl:
o PROPOSED 39"
`J
878.00 INV R.C.P.
PROP. 39"
STA. 10+00.00
RE DETAIL ,
SCALE: 1 "=4' 3
- PROP.
SIDEWALK
D
Z
J 0' CF 0" CF -�
ADA PATH OF TRAVEL
N -BRAD MEW- N---
0'CF �x bx ON PCF
-
RADIUS00 < FLOW UNE 00 RSI F!
PER PLAN
z
0
�cn
�8" CF
26'
z
NOTE TO CONTRACTOR: Q
g
z
�
o
LUcn
cA
w
COLD PLANE PROCESS. WILL BE REPLACED LL-
W
U
PER CITY OF FONTANA STANDARDS. Q
24.5'
j �-
CF
R/W
1
I
R=VARIES
SLOPE 1/4' PER FT.--L€aEL--LINE- _
1" CF
SECTION A —A:
WARP SIDEWALK
TO MATCH TOP OF
CURB AND G.B. LINES
J
PROP.
SIDEWALK
URB
8" CF
z
CL M
U
a
MARLA Y AVENUE
MODIFIED DRIVEWAY APPROACH
FONTANA STD. NO. 1002
NOT TO SCALE
Lj
26'
NOTE TO CONTRACTOR: Q
ANY STRIPING THAT IS REMOVED DURING THE v
w
COLD PLANE PROCESS. WILL BE REPLACED LL-
w Q
PER CITY OF FONTANA STANDARDS. Q
24.5'
j �-
o`
c, m
w
z
5' 19.5'
LL_ U
5=
SEE PLAN SHEETS a-
w
FOR LIMITS w
JOIN iz
0.12
EXIST. AC U
w
EXIST. AC
— —
PAVEMENT
,
AC FEATHER
COLD PLANE 0.12'
L ----- J
& PROVIDE 0.12 MIN.
REVISION DESCRIPTION
VARIABLE AC OVERLAY.
COLD PLANE
DETAILL
2 7
alm;
i KM.
N.TS.
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
STANDARDS IN EFFECT.
W
J
X80 CF
z
a
W
D
PROP. R/W
ON CF0'CF-
RAfl BREAK -
>1 - - - -
N d- ADA PATH OF TRAVEL N+
0' CF _"-EXIST. R/W 0' CF-
C �x
RADIUS 00 FLOW UNE oo P
PER PLAN
z 8' CF -J
z mE z
LU o oz CL
�� APE Ld
� Z
U
0::�
U
EL
CF EXIST. PROP.
R/W R/W
17'
13 4'
I
I
R=VARIES
SLOPE 1/4' P FT.� _
1' CF 2�TYP
SECTION A —A:
WARP SIDEWALK
TO MATCH TOP OF
CURB AND G.B. LINES
J
- - `PROP.
/ SIDEWALK
PACIFIC AVENUE
MODIFIED DRIVEWAY APPROACH
FONTANA STD. NO. 1002
NOT TO SCALE
POWER POLE, STREET
l inuT no nor L Vn0A\PT
L A~w%I111�1111III'mM ^Illr%rt A I w I v r%cT w 11
QROFE��N Prepared Under The Supervision Of
Thieves Engineering, Inc.
CML ENG/NEER/NG • LAND SURVEY/NG
14349 FIRESTONE BOULEVARDLA DRAWN BY:
R.C.E. N0. 56155
r
r Ph! (714�A� CAUFOA,Y(�4)52�� 7,3
*
LnnExp. 12-31-12 Q- DESIGNED BY:
9�F C V 1 O�� Date CHECKED BY:
OF C N
INHARD STENZEL RCE NO. 56155
N.T.S.
OR 10-004
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
N
PACIFIC AND MAR LAY AVENUE SCALE:
AS SHOWN N
DETAILS DATE:
0
APP V DATE' DRAWING NO.: o
f's �
CITY ENGINEER R.C.E. 51152 gg244
REVISION DESCRIPTION
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
STANDARDS IN EFFECT.
W
J
X80 CF
z
a
W
D
PROP. R/W
ON CF0'CF-
RAfl BREAK -
>1 - - - -
N d- ADA PATH OF TRAVEL N+
0' CF _"-EXIST. R/W 0' CF-
C �x
RADIUS 00 FLOW UNE oo P
PER PLAN
z 8' CF -J
z mE z
LU o oz CL
�� APE Ld
� Z
U
0::�
U
EL
CF EXIST. PROP.
R/W R/W
17'
13 4'
I
I
R=VARIES
SLOPE 1/4' P FT.� _
1' CF 2�TYP
SECTION A —A:
WARP SIDEWALK
TO MATCH TOP OF
CURB AND G.B. LINES
J
- - `PROP.
/ SIDEWALK
PACIFIC AVENUE
MODIFIED DRIVEWAY APPROACH
FONTANA STD. NO. 1002
NOT TO SCALE
POWER POLE, STREET
l inuT no nor L Vn0A\PT
L A~w%I111�1111III'mM ^Illr%rt A I w I v r%cT w 11
QROFE��N Prepared Under The Supervision Of
Thieves Engineering, Inc.
CML ENG/NEER/NG • LAND SURVEY/NG
14349 FIRESTONE BOULEVARDLA DRAWN BY:
R.C.E. N0. 56155
r
r Ph! (714�A� CAUFOA,Y(�4)52�� 7,3
*
LnnExp. 12-31-12 Q- DESIGNED BY:
9�F C V 1 O�� Date CHECKED BY:
OF C N
INHARD STENZEL RCE NO. 56155
N.T.S.
OR 10-004
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
N
PACIFIC AND MAR LAY AVENUE SCALE:
AS SHOWN N
DETAILS DATE:
0
APP V DATE' DRAWING NO.: o
f's �
CITY ENGINEER R.C.E. 51152 gg244