HomeMy WebLinkAbout3792-2m
GRAPHC SCALE: 1"=40'
BENCHMARK ELEV. 1077.40
LOCA11ON:
CHISELED BOX IN EASTERLY TOP OF CURB
TAMARIND AVE., 60' SOUTH OF TAMARIND CT.,
500' SOUTH OF SLOVER AVENUE.
im
NOTE:
HORIZONTAL AND VERTICAL LOCATIONS TO
BE VERIFIED IN THE FIELD AND ENGINEER
NOTIFIED OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
FOR STORM DRAIN LATERAL PROFILES Ifi
REFER TO STORM DRAIN PLANS LISTED
ON THE SHEET INDEX SHOWN ON SHEET 1.ti
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MAMHOLE & .,-.1 . d E'TM STRUCTURE DATA TABLE
S 1). MAINLINE STA., I
S7RUCTURE TYPE
CONSTRUCTION NOTES
Ds
INSTALL 24- RCP (D—LOAD AND PROFILE AS SHOWN ON PLANS)
Dtq
INSTALL 30- RCP (D LOAD AND PROFILE AS SHOWN ON PLANS)
88
INSTALL 72- RCP (D—LOAD AND PROFILE AS SHOWN ON PLANS)
Eo)
CONSTRUCT CURB OPENING CATCH BASIN PER APPA STD. PLAN 300-2
(WIDTH & V—DEPTH PER PLAN)
CONSTRUCT MANHOLE PIPE TO PIPE PER APPA STD. PLAN 320--1
82
CONSTRUCT JUNCTION PIPE' TO PIPE PER APWA STD, PLAN 332-1
8
CONSTRUCT CONCRETE COLLAR FOR RCP PER APPA STD. PLAN 380----2
00
CONSTRUCT PIPE PLUG PER DETAIL ON SHEET 1
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CURVE DATA
R L T
90*0131" 45.00' 70.71' 45.02'
O
CONSTRUCTION NOTES
Ds
INSTALL 24- RCP (D—LOAD AND PROFILE AS SHOWN ON PLANS)
Dtq
INSTALL 30- RCP (D LOAD AND PROFILE AS SHOWN ON PLANS)
88
INSTALL 72- RCP (D—LOAD AND PROFILE AS SHOWN ON PLANS)
Eo)
CONSTRUCT CURB OPENING CATCH BASIN PER APPA STD. PLAN 300-2
(WIDTH & V—DEPTH PER PLAN)
CONSTRUCT MANHOLE PIPE TO PIPE PER APPA STD. PLAN 320--1
82
CONSTRUCT JUNCTION PIPE' TO PIPE PER APWA STD, PLAN 332-1
8
CONSTRUCT CONCRETE COLLAR FOR RCP PER APPA STD. PLAN 380----2
00
CONSTRUCT PIPE PLUG PER DETAIL ON SHEET 1
lu
D081
JOIN EXISTING PIPE
W
m
Z
0R
O XISTING MANHOLE STRUCTURE
W
ADJUST MANHOLE RIM TO GRADE AFTER FINAL SURFACE HAS BEEN INSTALLED
lu at
CONSTRUCT LOCAL. DEPRESSION PER STREET IMPROVEMENT PLANS
4jo)
co a
(DD9
REMOVE PORTIONS OF EXIS77NG PIPE (LENGTH AS INDICATED ON PLANS)
coVu
+
REMOVE EXISTING CMP INLET
Z
Z
COURSE DATA
BEARING
DI ANC
N0031*59"W
2382,37
2
N60631'59"W
48.59'
3N89628'01
"E
12.61'
N59-28'01
44.11'
CURVE DATA
R L T
90*0131" 45.00' 70.71' 45.02'
O