HomeMy WebLinkAboutWWP2703627.5EXISTING CONDO LIFT STATION
STA 0+50.00, 3.97' L
RE = 27.31'
EX. CONDO GRAVITY IE IN=18.35'
PROP. CONDO GRAVITY IE OUT=18.25'
PROPOSED CONDO SIDE SEWER,
APPROX. 313' OF 6" HDPE PIPE
EXISTING GROUND PROFILE
PROPOSED
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PROP.
.,. CONDO
RAIL ROAD TRACK
CENTERLINE
50' 501
- 200' BEND RADIUS
4040'
200 BEND RADIUS
30' - WTR WTR TEL WTR 30'
ST
f SSFM
20',' _ 5' MIN. 20'
10' 10'
APPROXIMATELY 54' OF 6" APPROXIMATELY 130' OF 6"
HDPE WASTE PIPE 0' HDPE WASTE PIPE, SEE DWG 0,
NO. CO2 FOR ABANDONMENT
NOTES, TYP.
-10, 4-10'
Kol
EXISTING CONDO LIFT
STATION TO BE CONVERTED
TO MANHOLE, SEE DWG NO.
CO2 FOR DETAILS
X
---- x
(1) - 6" PVC 45' BEND (GxG)
(2) - 6" PVC PIPE, LENGTH TO FIT
(1) CONNECTION TO EXISTING
i
PROPOSED 6" PVC CLEAN -OUT
ASSEMBLY. PER CITY STANDARD DETIAL
PROPOSED 6" PVC WYE (GxG)
EXISTING STORM MAY REQUIRE
TEMPORARY RELOCATION
NOTE:
CONNECTION TO EXISTING CONDO
MANHOLE SHALL BE CORE DRILLED AND
KOR-N-SEAL BOOT USED FOR CONNECTION.
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CONDO GRAVITY SEWER PROFILE.
DO NOT DISTURB
CONCRETE ENTRANCE WAY
RESTORE EXISTING CURB AND
LANDSCAPING TO EXISTING OR
BETTER CONDITION
PROPOSED 6" PVC PIPE,
APPROX. 2'-0" LENGTH
GRAVITY SEWER - CONDO MH_ rloo
CONNECTION DETAIL ���
PROPOSED WETWELL
RE = 34.60'
PROP. CITY GRAVITY
IEIN=12.05'
0
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NOTE: PROPOSED GRAVITY SEWER LINE DRILLED
CONNECTIONS SHALL BE GROUTED, CORE DRILLED
j CONNECTIONS SHALL USE KOR-N-SEAL BOOT.
EXISTING GROUND PROFILE "
CITY GRAVITY SEWER PROFILE
H: 1"=5',V: 1"=5'
EXISTING MISTY COVE LIFT STATION
STA 0+65.75, 0.00'
RE = 32.85'
EX. GRAVITY IE IN=12.77'
PROP. CITY GRAVITY IE OUT=12.67'
EX. MC FM IE OUT = 23.80'
-20'
NOTE: CONTRACTOR SHALL VERIFY EXISTING
GRAVITY INVERT ELEVATION PRIOR TO
CONSTRUCTION OF PROPOSED GRAVITY SEWER MAIN
RECORD DRAWING
REVISED TO CONFORM
TO CONSTRU TION RECORDS
RH2 P6INEERING INC. ffATE
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DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
DWG NO.: SHEET :CO3 1
05'
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