HomeMy WebLinkAbout3791-7------ ----
7
:'_� -- -- -------- - ---
7- 7--
1! %41
TTA
7 is
TR
NG
67 66 65 64 63PROFILE SCALE 62
61
VERTICAL 1"=4*
HORIZONTAL: 1"=40'
SEWER CONSTRUCTION NOTES
O INSTALL 12" "EXTRA STRENGTH" VCP SEWER LINE (BEDDING PER DETAIL ON SHEET 1)
stt ADJUST MANHOLE RIM TO GRADE AFTER FINAL PAVING IS INSTALLED
PER CITY OF FONTANA STD. 109
8 PROVIDE MANHOLE SHAFT SAFETY LEDGE PER APWA STD. 330-1
Sts CONSTRUCT 5' 0 MANHOLE PER CITY OF FONTANA STD. 112 (MANHOLE DEPTH>15' OR
SEWER PIPE DIAMETER>15's)
DIGdORT
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU fvr.
TOLL FREE I-BDO-227-2600
I A A*IJC SWAM BY
\_UNDFRCRO�WN�MALERT
BASIS OF BEARIN
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM ZONE 5. BASED LOCALLY ON THE COUNTY OF SAN
BERNARDINO GPS STATION 20377 FILED IN BOOK 004015 PAGE 001548 ON
FILE IN THE OFFICE OF THE COUNTY SURVEYOR OF SAID COUNTY AND GPS
STATION 20384 FILED IN BOOK 004015 PACE 001555 ON FILE IN THE OFFICE
OF SAID COUNTY SURVEYOR.
BENCHMARK ELEV. 1077.40
LOCATION:
CHISELED BOX IN EASTERLY TOP OF CURB
TAMARIND AVE., 60' SOUTH OF TAMARIND CT.,
500' SOUTH OF SLOVER AVENUE.
NO.
REVISION DESCRIPTION
DATE I ENGR. I CITY I 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.
..r
iOVESS..
L"u NO. 33366
90 = rn
• EXPIRATION
6-30-2006
cly
•w
%v� OF CNO
\_ �e
HUIITZOLIARS
Huitt-Zollars, Inc. Ontario
1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 * (909) 390-8400
APPRovEo By MAURICE H. MURAD R.C.E.
33366
EXPIRES DATE
6-30-06
0 ift
29#
3"
--------- --
-- --------
- -- --------
0 402
80'
120'
.. ........
_-SURFACE----- ---
-------
ct-PIPE-,
------ -
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-- -------- ----
-- ---
Z
4v
dam
ra
F'W- g."., JPF
------ ----
7
:'_� -- -- -------- - ---
7- 7--
1! %41
TTA
7 is
TR
NG
67 66 65 64 63PROFILE SCALE 62
61
VERTICAL 1"=4*
HORIZONTAL: 1"=40'
SEWER CONSTRUCTION NOTES
O INSTALL 12" "EXTRA STRENGTH" VCP SEWER LINE (BEDDING PER DETAIL ON SHEET 1)
stt ADJUST MANHOLE RIM TO GRADE AFTER FINAL PAVING IS INSTALLED
PER CITY OF FONTANA STD. 109
8 PROVIDE MANHOLE SHAFT SAFETY LEDGE PER APWA STD. 330-1
Sts CONSTRUCT 5' 0 MANHOLE PER CITY OF FONTANA STD. 112 (MANHOLE DEPTH>15' OR
SEWER PIPE DIAMETER>15's)
DIGdORT
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU fvr.
TOLL FREE I-BDO-227-2600
I A A*IJC SWAM BY
\_UNDFRCRO�WN�MALERT
BASIS OF BEARIN
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM ZONE 5. BASED LOCALLY ON THE COUNTY OF SAN
BERNARDINO GPS STATION 20377 FILED IN BOOK 004015 PAGE 001548 ON
FILE IN THE OFFICE OF THE COUNTY SURVEYOR OF SAID COUNTY AND GPS
STATION 20384 FILED IN BOOK 004015 PACE 001555 ON FILE IN THE OFFICE
OF SAID COUNTY SURVEYOR.
BENCHMARK ELEV. 1077.40
LOCATION:
CHISELED BOX IN EASTERLY TOP OF CURB
TAMARIND AVE., 60' SOUTH OF TAMARIND CT.,
500' SOUTH OF SLOVER AVENUE.
NO.
REVISION DESCRIPTION
DATE I ENGR. I CITY I 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.
..r
iOVESS..
L"u NO. 33366
90 = rn
• EXPIRATION
6-30-2006
cly
•w
%v� OF CNO
\_ �e
HUIITZOLIARS
Huitt-Zollars, Inc. Ontario
1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 * (909) 390-8400
APPRovEo By MAURICE H. MURAD R.C.E.
33366
EXPIRES DATE
6-30-06
0 ift
29#
3"
0 402
80'
120'
PROTECT ALL EXISTING UTILITIES IN
PLACE UNLESS 0774ERMSE NOTED.
NOTE:
HORIZONTAL AND VERTICAL LOCATIONS TO
BE VERIFIED IN THE FIELD AND ENGINEER
NOTIFIED OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
CITY OF FONTANA9 CALIFORNIA
13"MWEMUR ONPROVEMENT m-U&INS
DRAWN BY: LINE C SCALE:
H—Z STAFF HORIZ.: 10=46
DESIGNED BY: PLAN & PROFILE VERT.: 1"=4! --
FROM ±1710' WEST OF TAMARIND AVE DATE:
M.H.M.
TQ±27101 WJEST OF TAMARIND AVE 02-28-2005
CHECKED BY. �PPROV56 BY DWG. NO.:
M.H.M.
C11"( ENGINEER 3791 152 DATE: I ,
E