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CONSTRUCTION NOTES
DATA
INSTALL 18" RCP (D -LOAD AND PROFILE AS SHOWN
b6 -4-L TWO WORKM
BEFORE DAYS BEFORE
Q)
INSTALL 24- RCP (D -LOAD AND PROFILE AS S14OWN
YOU DRG YOU DIG
oil
INSTALL. 36" RCP (D -LOAD AND PROFILE AS SHOWN
ON PLANS)
Ni
CONSTRUCT CURB OPENING CATCH BASIN PER APPA
rz
(WID`174 & V - DEPTH PER PLAN)
(9
CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD.
IC SERMCE BY
+
�-Nl) SEIRMCE ALERT
PLAN 322-1
BASIS OF BEARINGS
BENCHMARK ELEV. 1077.40
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA
LOCATION:
-4,
T 4
MLL(--j-
LOCALLY ON THE COUNTY OF SAN BERNARDINO GPS
CHISELED BOX IN EASTERLY TOP OF' CURB
STATION 20377 FILED IN BOOK 004015 PAGE 001548 ON FILE
(z) Q)
IN THE OFFICE OF THE COUNTY SURVEYOR OF SAID COUNTY AND GPS
500' SOUTH OF SLOVER AVENUE,
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00
IN THE OFFICE OF SAID COUNTY SURVEYOR,
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1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 * (909) 390-8400
00
TECHNOLOGY STREET
AS SHOWN
+
+
DATE:
APPROVED BY MAURICE H, MURAD R.C.E, EXPIRES DATE
M.H.M
1170 W01 EASTAF SIERRA AVE
4-2005
4A
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400
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I
0
DIU UtRT
CONSTRUCTION NOTES
DATA
INSTALL 18" RCP (D -LOAD AND PROFILE AS SHOWN
b6 -4-L TWO WORKM
BEFORE DAYS BEFORE
40 0 40 80 121
INSTALL 24- RCP (D -LOAD AND PROFILE AS S14OWN
YOU DRG YOU DIG
oil
INSTALL. 36" RCP (D -LOAD AND PROFILE AS SHOWN
ON PLANS)
CONSTRUCT CURB OPENING CATCH BASIN PER APPA
1-800-227-2600
(WID`174 & V - DEPTH PER PLAN)
(9
CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD.
IC SERMCE BY
GRAPHIC SCALE- 1"=40'
�-Nl) SEIRMCE ALERT
PLAN 322-1
BASIS OF BEARINGS
BENCHMARK ELEV. 1077.40
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA
LOCATION:
STATE PLANE COORDINATE SYSTEM ZONE 5. BASED
I
LOCALLY ON THE COUNTY OF SAN BERNARDINO GPS
CHISELED BOX IN EASTERLY TOP OF' CURB
STATION 20377 FILED IN BOOK 004015 PAGE 001548 ON FILE
TAMARIND AVE., 60' SOUTH OF TAMARIND CT,
IN THE OFFICE OF THE COUNTY SURVEYOR OF SAID COUNTY AND GPS
500' SOUTH OF SLOVER AVENUE,
STATION 20384 FLED IN BOOK 004015 PAGE 001555 ON FILE
SCALE:
IN THE OFFICE OF SAID COUNTY SURVEYOR,
m
NOTE:
HORIZONTAL AND VERTICAL LOCATIONS TO
BE VERIFIED IN THE FIELD AND ENGINEER
NOTIFIED OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
REMSION DESCRIPTION
LFOR STORM DRAIN LATERAL PROFILESII
REFER TO STORM DRAIN PLANS LISTED
ON THE SHEET INDEX SHOWN ON SHEET 1.
L BASIN
—wX14Al'vAfk`lf*' Q,
�1!1=2= w1molmmm
"A I ANA A VE
kEX. SEWER
36+82.02 TAMARIND AVE=
CL STREET INTERSEC77ON
CURVE DATA
40" W6; 2006
CONSTRUCTION NOTES
DATA
INSTALL 18" RCP (D -LOAD AND PROFILE AS SHOWN
ON PLANS)
OEM
INSTALL 24- RCP (D -LOAD AND PROFILE AS S14OWN
ON PLANS)
oil
INSTALL. 36" RCP (D -LOAD AND PROFILE AS SHOWN
ON PLANS)
CONSTRUCT CURB OPENING CATCH BASIN PER APPA
STD, PLAN 300-2
(WID`174 & V - DEPTH PER PLAN)
(9
CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD.
PLAN 320--1
(9
CONSTRUCT MANHOLE PIPE TO PIPE PER APPA STD.
PLAN 322-1
(9
CONSTRUCT CONCRETE COLLAR FOR RCP PER APWA
STD, PLAN 380-2
L
CONSTRUCT PIPE PLUG PER DETAIL. ON SHEET 1
I
T 2s
ADJUST MANHOLE RIM TO GRADE AFTER FINAL SURFACE HAS BEEN INSTALLED
Huitt-Zollam Inc. Ontario
DRAWN BY: -yl
L BASIN
—wX14Al'vAfk`lf*' Q,
�1!1=2= w1molmmm
"A I ANA A VE
kEX. SEWER
36+82.02 TAMARIND AVE=
CL STREET INTERSEC77ON
CURVE DATA
40" W6; 2006
COURSE
DATA
OEM
CITY OF FONTANA, CALIFORNIA
HUll
L BASIN
—wX14Al'vAfk`lf*' Q,
�1!1=2= w1molmmm
"A I ANA A VE
kEX. SEWER
36+82.02 TAMARIND AVE=
CL STREET INTERSEC77ON
CURVE DATA
40" W6; 2006
S.D. MAINLINE STA. RE TYPE
OEM
CITY OF FONTANA, CALIFORNIA
M-ANNOLE & JUNCTION STRUCTURE DATA TABLE
S.D. MAINLINE STA. RE TYPE
CITY OF FONTANA, CALIFORNIA
RAISE EXISTING ELECTRICAL CONDUITS TO CLEAR PROPOSED STOP? DRAIN
CONSTRUCT LOCAL DEPRESSION PER STREET IMPROVEMENT PLANS
—ED _B77 A D D G 222 6- 30-0
6 -65, 7,1 , NO.
33366 792
L, _,me_ ---- -V=� 1 X Cl ENGINEER R.C.F. 51152 DATE:
CITY OF FONTANA, CALIFORNIA
HUll
L
I
j.ry
Huitt-Zollam Inc. Ontario
DRAWN BY: -yl
LINE C
SCALE:
1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 * (909) 390-8400
11---Z STAFF -
"Imc-CltlKpr-r,x
TECHNOLOGY STREET
AS SHOWN
ov
Ott:
FROWSIERRA AVE
DATE:
APPROVED BY MAURICE H, MURAD R.C.E, EXPIRES DATE
M.H.M
1170 W01 EASTAF SIERRA AVE
4-2005
—ED _B77 A D D G 222 6- 30-0
6 -65, 7,1 , NO.
33366 792
L, _,me_ ---- -V=� 1 X Cl ENGINEER R.C.F. 51152 DATE: