HomeMy WebLinkAboutS-362705EXISTING 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'
50'
40' -
200' BEND RADIUS
30, _
20' -
10' - -
APPROXIMATELY 54' OF 6-
HOPE WASTE PIPE 0'
-10
-20'
A
EXISTING CONDO LIFT
x STATION TO BE CONVERTED
I TO MANHOLE, SEE DWG N0.
\ CO2 FOR DETAILS
P �
x \
J —I
x '°
(1) - 6' PVC 45° BEND (GxG)
(2) - 6- PVC PIPE, LENGTH TO FIT \
(1) CONNECTION TO EXISTING T
ni
ST -
Si
PROPOSED 6' PVC CLEAN -0UT
ASSEMBLY, PER CITY STANDARD DETIAL
PROPOSED 6' PVC WYE (GxG)
— 10" w 10° w 10" w
EXISTING STORM MAY REQUIRE
0'
j
t
I
I
L —
L PROPOSEDW HDPE -PVC
TRANSITION COUPLING
10 °w m"w -
ST
I q G� 55 FM
PROPOSED CONDO SIDE SEWER,
APPROX. 313' OF 6" HDPE PIPE
CONDO GRAVITY SEWER PROFILE
H:1 ° =5', V: 1 " =5'
DO NOT DISTURB
CONCRETE ENTRANCE WAY
ST ST
RESTORE EXISTING CURB AND
LANDSCAPING TO EXISTING OR
BETTER CONDITION
10" w
- — — — — — — - CPROP0SED6 -PVG�E— — — — — — — -
TEMPORARY RELOCATION APPROX. 2' -0' LENGTH
i
NOTE: GRAVITY SEWER - CONDO MH
CONNECTION TO EXISTING CONDO CONNECTION DETAIL ���
KOR -NSEAL BOOT USED FOR CONNECTION. I" = 5'
PROPOSED WETWELL
RE = 34.60'
PROP. CITY GRAVITY
0 IE IN = 12.05'
EXISTING GROUND PROFILE
50'
40'
30'
20'
10'
0'
-10'
-20'
WIR WTR
EXISTING GROUND PROFILE
- _ wTR
PROPOSED WETWELL
RE = 34.60'
PROP. CONDO GRAVITY
IE IN= 13.50'
RAIL ROAD TRACK
200' BEND RADIUS
TEL WTR
�SSFM _ _ -
5' MIN.
APPROXIMATELY 130' OF 6"
HDPE WASTE PIPE, SEE DWG
NO. CO2 FOR ABANDONMENT
NOTES, TYP.
NOTE: PROPOSED GRAVITY SEWER LINE DRILLED
CONNECTIONS SHALL BE GROUTED, CORE DRILLED
CONNECTIONS SHALL USE KOR- N-SEAL BOOT.
APPROXIMATELY 35' OF 8'
GRAVITY SEWER MAIN IN
CASING PIPE
CITY GRAVITY SEWER PROFILE
H: 1 " =5', V. 1' =5'
50'
40'
30'
20'
10'
0'
-10'
-20'
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 =12.6T
EX. MC FM IE OUT = 23.80'
50'
40'
30'
20'
10'
0'
-10'
-20'
NOTE: CONTRACTOR SHALL VERIFY EXISTING
GRAVITY INVERT ELEVATION PRIOR TO
CONSTRUCTION OF PROPOSED GRAVITY SEWER MAIN
5- 362105
RECORD DRAWING
REVISED TO CONFORM
TO CONSTRU TION RECORDS
RH2 60NEERING INC. TE
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