HomeMy WebLinkAbout3724-3----------------
w
--------------
1\
--•------;--;_.:----,------._._.�.�_—_may _e,} .
CD
NOTE TO CONTRACTOR:
ANY EXISTING FACILITIES OUTSIDE THE LIMITS OF•
THE STORM DRAIN TRENCHING (STREET LIGHTS,
CURB & GUTTER, POWER POLES, WATER LINES, ETC.)
SHALL BE PROTECTED IN PLACE. IF ANY HAVE TO
BE RELOCATED, THE COST WILL BE THE RESPONSIBILITY
OF THE CONTRACTOR.
D,lGdORT
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBUC SERVICE BY
UNDERGROUND SERVICE ALERT
* NOTE:
HORIZONTAL AND VERTICAL LOCATIONS TO
BE VERIFIED IN THE FIELD AND ENGINEER
NOTIFIED OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
BENCHMARK ELEV. 1077.40
LOCATION:
CHISELED BOX IN EASTERLY TOP OF CURB
TAMARIND AVE., 60' SOUTH OF TAMARIND CT., e RECORD DRAWING
500' SOUTH OF SLOVER AVENUE. n REVISED LOCATION OF LINE A
me
REVISION DESCRIPTION
7/01/07_
12/28/04
DATE
ENGR. I CITY
VERTICAL: 1"=4'
HORIZONTAL: 1"=40'
DATE
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.
i
CONSTRUCTION NOTES
057 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD. PLAN 320-1
Ds4 CONSTRUCT TRANSITION STRUCTURE PIPE TO PIPE PER APWA STD. PLAN 340-1
070 CONSTRUCT PIPE PLUG PER DETAIL ON SHEET 1
D91 INSTALL RIP -RAP PER CALTRANS SPECIFICATIONS AND DETAIL ON SHEET 1
D1os REMOVE EXISTING MANHOLE STRUCTURE
0111 INSTALL 108" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS)
0126 ADJUST MANHOLE RIM TO GRADE AFTER FINAL SURFACE HAS BEEN INSTALLED
o13 PROTECT EXISTING UTILITY IN PLACE (TYPE AS INDICATED ON PLANS)
D131 SAWCUT AND REMOVE EXISTING PAVEMENT AND REPLACE IN KIND AFTER CONSTRUCTION
(PROVIDE SPECIAL SHORING BY CONTRACTOR AS NECESSARY)
D189 REMOVE PORTIONS OF EXISTING PIPE (LENGTH AS INDICATED ON PLANS)
o1s4 INSTALL BOX CULVERT WINGWALL TYPE A PER CALTRANS STANDARD PLAN D84
0220 SAWCUT AND REMOVE EXISTING CURB & GUTTER AND REPLACE IN KIND AFTER CONSTRUCTION
0221 REMOVE EXISTING STREET LIGHTING AND REPLACE IN KIND AFTER CONSTRUCTION
22 REMOVE AND REPLACE EXISTING CURB 1N KIND
223 REMOVE AND REPLACE EXISTING SIDEWALK IN KIND
� •: Q�pFESS/pNq�>>1
r� .��� 'p9O,• Z
N0. 33366 • cn
EXPIRATION
'*'.• 6-30-2006 : *�
CIV1\� •���i
♦�� OF CAS-��0
RECORD
DRAWINPJ_
I lUl'�ff-ooms
Huitt-Zollars, Inc. Ontario
1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 * (909) 390-8400
•
QROF ESS/p� t
SCE N. �F� r� 3
� c /7
� 2
LL,
NO. 33366 m�
cr-' EXPIRATION
00
9�P..':,• 6-30-2008 *oo
cml-
1SOF CPLX
COURSE DATA
❑
BEARING
DISTANCE
1
N31.51 '15 "E
YY
32'23'30"
150.00'
84:80'
43.57'
`
(7D
v k,
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.
i
CONSTRUCTION NOTES
057 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD. PLAN 320-1
Ds4 CONSTRUCT TRANSITION STRUCTURE PIPE TO PIPE PER APWA STD. PLAN 340-1
070 CONSTRUCT PIPE PLUG PER DETAIL ON SHEET 1
D91 INSTALL RIP -RAP PER CALTRANS SPECIFICATIONS AND DETAIL ON SHEET 1
D1os REMOVE EXISTING MANHOLE STRUCTURE
0111 INSTALL 108" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS)
0126 ADJUST MANHOLE RIM TO GRADE AFTER FINAL SURFACE HAS BEEN INSTALLED
o13 PROTECT EXISTING UTILITY IN PLACE (TYPE AS INDICATED ON PLANS)
D131 SAWCUT AND REMOVE EXISTING PAVEMENT AND REPLACE IN KIND AFTER CONSTRUCTION
(PROVIDE SPECIAL SHORING BY CONTRACTOR AS NECESSARY)
D189 REMOVE PORTIONS OF EXISTING PIPE (LENGTH AS INDICATED ON PLANS)
o1s4 INSTALL BOX CULVERT WINGWALL TYPE A PER CALTRANS STANDARD PLAN D84
0220 SAWCUT AND REMOVE EXISTING CURB & GUTTER AND REPLACE IN KIND AFTER CONSTRUCTION
0221 REMOVE EXISTING STREET LIGHTING AND REPLACE IN KIND AFTER CONSTRUCTION
22 REMOVE AND REPLACE EXISTING CURB 1N KIND
223 REMOVE AND REPLACE EXISTING SIDEWALK IN KIND
� •: Q�pFESS/pNq�>>1
r� .��� 'p9O,• Z
N0. 33366 • cn
EXPIRATION
'*'.• 6-30-2006 : *�
CIV1\� •���i
♦�� OF CAS-��0
RECORD
DRAWINPJ_
I lUl'�ff-ooms
Huitt-Zollars, Inc. Ontario
1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 * (909) 390-8400
•
QROF ESS/p� t
SCE N. �F� r� 3
� c /7
� 2
LL,
NO. 33366 m�
cr-' EXPIRATION
00
9�P..':,• 6-30-2008 *oo
cml-
1SOF CPLX
COURSE DATA
❑
BEARING
DISTANCE
1
N31.51 '15 "E
262.77'
CURVE DATA
A
32'23'30"
150.00'
84:80'
43.57'
CITY OF FONTANA, CALIFORNIA
STORN DRAW ONPG'30O MEG�i, EM4 PLG;IGJS
DRAWN BY: I SCALE'.
DESIGNED BY:
PREPARED UNDER THE SUPERVISION OF MAURICE H. MURAD
33366 6-30-06 1-20,-05 CHECKED BY:
R.C.E. EXPIRES DATE
VC 1 CM 1 IVPI CfAti11V
INE B
ST 49+97 6 TO STA.53+55.57
DATE:
APP OVED B DWG. NO.: 3
l -2� -os 5 7a4-
C11Y ENGINEER R.C.E. 51152 DATE.
5
i
a
0
0
N
fli0
J