HomeMy WebLinkAbout3792-14MANHOLE & JUNCTION STRUCTURE DATA TABLEII
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CONSTRUCTION NOTES
INSTALL 18" RCP (D --LOAD AND PROFILE AS SHOWN
ON PLANS)
INSTALL 24- RCP (D --LOAD AND PROFILE AS SHOWN
ON PLANS)
D11
INSTALL 36" RCP (D—LOAD AND PROFILE AS SHOWN
ON PLANS)
CONSTRUCT CURB OPENING 'ATM BASIN PER APWA
STD. PLAN 300-2
(0 0
(WIDTH & V-- DEPTH PER PLAN)
asr
CONSTRUCT IUNCTION PIPE TO PIPE PER APWA STD.
i
(D4
CONSTRUCT TRANSITION STRUCTURE PIPE TO PIPE PER APWA STD. PLAN 0-1
D700
CONSTRUCT PIPE PLUG PER DETAIL ON SHEET 1
08,
JOIN EXISTING PIPE
GRAPHIC SCALE: I"=40'
a
BENCHMARK ELEV. 1077.40
LOCATION:
CHISELED BOX IN EASTERLY TOP OF CURB
TAMARIND AVE., 60' SOUTH OF TAMARND CT.,
500' SOUTH OF SLOVER AVENUE.
m
REVISION DESCRIPTION
NOTE:
HORIZONTAL AND VERTICAL LOCATIONS TO
BE VERIFIED IN THE RELD AND ENGINEER
NOTIFIED OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
Huftt-Zollars, Inc. Ontario
1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 * (909) 390-8400
APPROVED BAURICE H. MURAD R,Cl, EXPIRES DATE
33366 6-30-06
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CONSTRUCTION NOTES
INSTALL 18" RCP (D --LOAD AND PROFILE AS SHOWN
ON PLANS)
INSTALL 24- RCP (D --LOAD AND PROFILE AS SHOWN
ON PLANS)
D11
INSTALL 36" RCP (D—LOAD AND PROFILE AS SHOWN
ON PLANS)
CONSTRUCT CURB OPENING 'ATM BASIN PER APWA
STD. PLAN 300-2
(0 0
(WIDTH & V-- DEPTH PER PLAN)
asr
CONSTRUCT IUNCTION PIPE TO PIPE PER APWA STD.
PLAN 331-2
(D4
CONSTRUCT TRANSITION STRUCTURE PIPE TO PIPE PER APWA STD. PLAN 0-1
D700
CONSTRUCT PIPE PLUG PER DETAIL ON SHEET 1
08,
JOIN EXISTING PIPE
REMOVE EXISTING CATCH BASIN
CONSTRUCT LOCAL DEPRESSION PER STREET IMPROVEMENT PLANS
03
REMOVE AND REPLACE F-XIS77NG SIDEWALK IN KIND
m
REVISION DESCRIPTION
NOTE:
HORIZONTAL AND VERTICAL LOCATIONS TO
BE VERIFIED IN THE RELD AND ENGINEER
NOTIFIED OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
Huftt-Zollars, Inc. Ontario
1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 * (909) 390-8400
APPROVED BAURICE H. MURAD R,Cl, EXPIRES DATE
33366 6-30-06
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+
(0 0
C!
7,
1+ 72.82 END PIP
-*-111r
5 35
B 0
S-'0.101
PER 33
pippp---E--X- 24" LATERAL
1+43.88 �,IOIN PIPE
k";
(1053.92 INV)*
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ANA
.........
"A VENIUE I
. . .. . .... .......
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0111 WIM ull