HomeMy WebLinkAboutS-2063022• THICK LAYER a STRAW OR MULCH
CONTROL FENCE FABRIC EQUAL TO V-0'" NO STRIP LIPHILL OF FENCE
IF -400E, WITH AN EOS = 0.15mm.
) SUPPORT WITH 2• X 2- X 14 GA-
C TIED TO STAKES USING STAPLES
IGS. 2' X 4• X 5 FT LONG STAKES
ON CENTER, BURIED 2.5 FT DEEP,
FENCE MAY BE SUBSTITUTED FOR LAKE SIDE
STAKING AND WIRE FABRIC
PLACE BALE
ABOVE WATER
140 LEVEL
HAY BALE WRAPPED
WITH FILTER FABRIC
r
r lffiw�FILTER
EXCAVATE A 8' x 12• TRENCH, LAY SILT FENCE ^ ^
I IN TR£NM AND BACKFILL WITH 4:" WASHED ROCK
DO NOT 9DE5 a FENCE ING VEGETATION. SURFACE TION. FABRIC
CO NOT DSiiF.� 519R42CONDRJG VEfTA71gJ.
IN 6° DEEP TRENCH,
13ACKFILL WITH GRAVEL
EROSION CONTROL HAY BALE 0
rB
FENCING CTT TRENCH GAT O
,• = 2• -0• ,- = 2• -D-
LAKE n `J/ /�/
WASHINGTON
F�
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EXISTING UTILITY EASEMENT
U
EXISTING TELEPHONE SERVICE BOX, REPLACE.
RIM
33.49'
EDGE OF LAKE
(o
EXISTING SPLICE BOX, REMOVE AND ABANDON.
6" INLET INVERT
28.14'
X
EXISTING FENCE AND GATE -
C7>
EXISTING POWER VAULT, DO NOT DISTURB.
6" OUTLET INVERT
27.77'
REMOVE AND DISPOSE
®
EXISTING ROCKERY, REMOVE AND DISPOSE.
FLUSHING STATION
72" DIA.
EXISTING ASPHALT PAVEMENT
EXISTING ELECTRICAL AND TELEMETRY
RIM
19.77'
ENCLOSURES, REMO\ AND DISPOSE OF
ELECTRICAL ENCLOSURE, REUSE TELEMETRY
BOTTOM
7.99'
EXISTING GRAVEL ROAD
EQUIPMENT, SEE DWG. NO. E06 FOR DETAILS.
8" INLET INVERT
8.50'
10
EXISTING TIMBER PILING, DO NOT DISTURB.
11
EXISTING MANHOLE FOR FORCE MAIN DISCHARGE,
INLET W /OUT VALVE
UNKNOWN
- -:
EXISTING CONCRETE DRIVEWAY
DO NOT DISTURB.
8" CUTLET
14.84'
_
1�
EXISTING METRO MANHOLE CONNECTION,
DO NOT DISTURB.
TOP OF 4" STAND PIPE
18.30'
_-
EXISTING TREE - REMOVE AND DISPOSE
f T.
EROSION CONTROL NOTES:
1.) TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN (TESCP) ITEMS
SHALL BE INSTALLED PRIOR TO BEGINNING OF DEMOLITION, SITE CLEARING,
OR EXCAVATION ACTIVITIES.
2.) ALL PAVED SURFACES SHALL BE CLEARED OF DEBRIS AND GROOMED CLEAN
AT THE END OF THE WORK DAY AND AS NEEDED TO PREVENT SURFACE
WATER SILTATION PROBLEMS.
3.) STOCKPILED EXCAVATION AND BACKFILL MATERIAL SHALL BE COVERED WITH
PLASTIC AT THE END OF THE WORK DAY TO PREVENT SEDIMENT LADEN
FROM ENTERING THE DRAINAGE SYSTEM.
4.) THE EROSION CONTROL ITEMS SHOWN ARE THE MINIMUM REQUIREMENTS FOR
ANTICIPATED SITE CONDITIONS. ADDITIONAL EROSION CONTROL ITEMS AND
METHODS SHALL BE USED AS NEEDED TO PREVENT SEDIMENT LADEN WATER
FROM ENTERING THE DRAINAGE SYSTEM.
5.) REMOVE DIRT, MUD, VEGETATION, AND OTHER DEBRIS FROM ALL EQUIPMENT
TIRES PRIOR TO LEAVING THE SITE TO PREVENT THE MATERIAL FROM
BEING TRANSPORTED ONTO PAVED SURFACES.
6.) COORDINATE WITH NEIGHBORING PROPERTY OWNER TO HAVE ANY STORED
ITEMS (I.E. BOAT TRAILER AND RAMP, WOOD PILE, ANCHORS, ETC.)
REMOVED FROM THE SITE TO PERFORM WORK.
➢ H.j�,,
REVISED TO CONFORM > EXISTING TREE /BUSH - DO NOT DISTURB �or �nsyry �A
TO CONSTRUCTION RECORDS
EXISTING WATER METER 67 nurt Iru r..
RH2 ENGINEERING P.S. DATE) '4- 172
Sto IIg1 SIGNED: "' ,Fmfly I.K�
�J //�
NAL 10109192 I 11��11:ti' I •ii�,l �i�.� i uln
WWP-11 - ?06 3 EXPIRES B/2/96 _ I I
LAKE WASHINGTON NO. 2 LIFT STATION
EXISTING SITE PLAN
1 " =5'
EROSION CONTROL
LEGEND
HAY BALE TRENCH
F EROSION CONTROL FENCING
t5-4?063
CITY OF ENTON - SCHEDULE O
E T STATION IMPROVEMENTS
SCHEDULE A: COTTONWOOD L.S. REPLACEMENT
vc ruo. Boa No. SCHEDULE B: LAKE WASHINGTON L. S. #2 REHABILITATION
C11 191.066 EXISTING SITE
AND TESCP PLAN
LKWSH02 DAD DRE SHOWN AUG 11, 1994 1 11 OF 20
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