HomeMy WebLinkAboutS-051003LEGEND
48" DIA. SADDLE MANHOLE
ST EXISTING STORM DRAIN
SS EXISTING SANITARY SEWER
— T T — ABANDONED UNDERGROUND TELEPHONE SERVICE CONDUIT
W EXISTING WATER MAIN
O3
EXISTING CONTOURS
P P — ABANDONED UNDERGROUND POWER SERVICE CONDUIT
PERMANENT PIPELINE EASEMENT
—
- —
-- — — PERMANENT LIFT STATION EASEMENT
-------- - - - - -- NEW POWER AND TELEMETRY CONDUIT
STA. 1 +45.6, 13.9' RT
OS
ORIGINAL EASEMENT
NEW SANITARY GRAVITY SEWER OR FORCE MAIN
11144' VERTICAL BEND (MJxMJ)
- - - - - ®— NEW SANITARY SIDE SEWER
— — CONSTRUCTION BASELINE
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— CONSTRUCTION LIMITS
NEW WATER SERVICE
11144' VERTICAL BEND (MJxMJ)
e e NEW 6" WIDE X 2" HIGH ROUNDED ASPHALT BERM
RIGHT —OF —WAY
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— CENTERLINE OF ROADWAY
NEW ASPHALT PAVEMENT AREA -
48" DIA. INTERMEDIATE MANHOLE
ELECTRICAL LEGEND
POWER CABINET, , SEE DWG NO. E02.
❑
2 POWER AND CONTROL CONDUITS
F3 EXISTING TRANSFORMER "
® CONTROL BOX & YARD LIGHT, STA. 1 +63.1, 26.4' RT,
SEE DWG. NO. E02, DETAIL C.
O5 NEW UNDERGROUND POWER SERVICE FROM EXISTING
PUGET POWER TRANSFORMER — REFER TO SPECIFICATION,
"POWER SERVICE AND METERING."
52
50 �
48
46
44
42
40
38
36
MEAN HIGH
WATER MARK
REVISED TO CONFORM'
TO CONSTRUCTION RECORDS
�il1r,� 10 /zfe
RH2 ENGINEERING P.S. ' D,<TE
NOTES:
1.) 00 NOT DISTURB EXISTING TREES, EXCEPT ONE AS NOTED ON PLAN.
2.) CONTRACTOR TO INSTALL DEWATERING SYSTEM AS NECESSARY TO PROTECT EXISTING AND
AND PROPOSED SYSTEMS DURING CONSTRUCTION.
3.) EXISTING LIFT STATION AND ASSOCIATED PIPING ARE TO REMAIN OPERATIONAL UNTIL
UNTIL NEW LIFT STATION HAS BEEN TESTED AND IS APPROVED FOR OPERATION.
4.) ONCE NEW LIFT STATION IS OPERATIONAL, PLUG EXISTING FORCE MAIN AT METRO CONNECTION.
CLEAN OUT EXISTING FORCE MAIN, INFLUENT PIPE, AND LIFT STATION PER SPECIFICATIONS.
5.) TRAFFIC CONTROL TO BE INSTALLED AND MAINTAINED PER CITY AND STATE REQUIREMENTS.
PROVIDE ACCESS TO RIVIERA APTS. AND OFFICE BUILDING AT ALL TIMES.
6.) MAINTAIN MINIMUM 18 INCHES OF VERTICAL CLEARANCE BETWEEN WATER SERVICE PIPING AND
SANITARY SEWER PIPING AT ALL LOCATIONS.
7.) UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY LOCATION, AVOID
DISTURBANCE, ANCE AND REPAIR DAMAGES TO EXISTING UTILITIES.
8.) PROPOSED ASPHALT PAVEMENT AREA SHALL BE GRADED TO SLOPE AT 1% TOWARD LIFT
STATION WET WELL. TOP OF ASPHALT SHALL BE SET 2' HIGHER THAN THE EXISTING PAVEMENT
AREA TO PREVENT STORM WATER RUNOFF FROM ENTERING THE PROPOSED PAVEMENT AREA..
PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT AREAS.
9.) STATIONS AND OFFSETS INDICATED ARE TO CENTER OF.ITEM UNLESS NOTED OTHERWISE.
BASELINE SHALL BE ESTABLISHED AND MAINTAINED BY CONTRACTOR.
10.) REMOVE ABANDONED ELECTRICAL AND TELEPHONE WIRE FROM CONDUIT.
r
NEW LI STATION AND
VALVE VAULT WIT MECHANIC
AND ELECTRI L EMS`
(13) N YRAMIDAL}� /
ROUND G L PARKING AREA
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m EEMETRY AND
r TELEPH CABLE
ROUTED OV HEAD
800' TO J NCTION BOX \
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® 11 1
SURVEY DATA
1� STA. 1528 +90.35 P.T.
PK NAIL NEXT TO MONUMENT
Z R = 2000.00
L — 70.37
DELTA - T- 00' -57"
TAN = 35.19
Z3 STA. 1528 +19.98
A4 STA. 1528 +19.98, 200.00' LT.
SITEWORK
A
20'x40' ASPHALT PAVEMENT AREA
�B (13) 6' TALL PYRAMIDALIS
SPACED AT 4' -0" O.C.
SEWER LEGEND
O7
48" DIA. SADDLE MANHOLE
STA. 1+30.0, 15.2' LT
O2
40 L.F. 8" DIA. D.I. PIPE
O3
12' DIA. NEW SEWER LIFT STATION
STA. 1 +57.3, 18.5' RT
O4
MECHANICAL VALVE VAULT
STA. 1 +45.6, 13.9' RT
OS
16 L.F. 4" DIA. D.I. PIPE
O6
11144' VERTICAL BEND (MJxMJ)
STA. 1 +28.0, 8.5' RT, Elev = 37.6'
O7
53 L.F. 4" DIA. D.I. PIPE
®
11144' VERTICAL BEND (MJxMJ)
STA. 0 +80.6, 10.2' LT, Elev = 47.8'
O9
12 L.F. 4" DIA. D.I. PIPE
10
48" DIA. INTERMEDIATE MANHOLE
STA. 0 +67.5, 12.5' LT
11
8" DIA. D.I. GRAVITY SEWER
12
CONNECTION TO METRO SEWER SYSTEM
AT MIT R10 -16,
STA. 0 +17.1, 11.2' RT, Elev = 45.04'
13
6" DIA. PVC SIDE SEWER PIPE,
LENGTHS AND BENDS AS NECESSARY
14
6" DIA. SIDE SEWER CLEANOUT
s S ° .S /O
SCHEDULE A ONLY
CITY OF RENTON — 1992 LIFT STATION IMPROVEMENTS
SCHEDULE A: COTTONWOOD L.S. REPLACEMENT
OwG NO. JOB NO. SCHEDULE B: LAKE WASHINGTON L.S. #2 REHABILITATION
CO2 1277.20
PROPOSED SITE PLAN
MLM FIRE
10/20/92 CTN
WD02 DAD DRE 1" = 10' AUG 09, 19-9j-10T-3-1 20
IY I I I I I AI I I I A I I I I I I - I - A I A I I I A I I I Ii ) I I I I A