ENG AS BUILT BLD2018-1098 - LFCL
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PORTION OF SECTION 25, TOWNSHIP 27 S., RANGE 03 W., W.M.
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\ 15ACCESS /
EASEMENT
30" DEC. \
\ \ \ \ \ TEMPORARY PROJECT BENCHMARK
\ \ \ FOUND REBAR & CAP LS #9891
\ \ ELEV 287.43
\ \ \ \ \ CONTRACTOR SHALL VERIFY
\ \ EXACT LOCATION AND ELEVATION / //
\,1,TILITY
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GRADING SHOWN ON ADJACENT LOTS FOR REFERENCE ONLY
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2S \ \ . \ �\ r.nNiNF(.T Tn ROOF
CONNECT TO EX -
GAS MAIN
CONNECT TO EX 6"
CLEANOUT
IE 287.36 \
2' WIDE UNDERGROUND
POWER EASEMENT
CONNECT TO EX POWER LINE —
INSTALLED DURING SHORT PLAT
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PERVIOUS CONCRETE \ $$ \ I
\� DRIVEWAY PAVEMENT W/
CHECK DAMS \
SEE DETAIL 1/C3.1 & 7/C3.I \
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—TW 293.64 — 4" JUUU
RIM TO GRADE
IE 288.94
TW 293.00
4" HDPE ROOF DRAIN
ROCK WALL TIGHTLINE @ 1.0% MIN
(SEE ARCHITECT PLANS)
PERMEABLE SIDEWALK PAVEMENT
SEE DETAIL 2/C3.1
4" SDCO
RIM TO GRADE
IE 289.34
INSPECTION PORT
SEE DETAIL
SHEET C3.01
CONNECT TO EX WATER SERVICE STUB
PER OLYMPIC VIEW WATER AND SEWER DISTRICT
LOT 1 GRAVELLESS CHAMBER
3' W x 32'-2" L x 2.33' D
MIN RIM 292.20
IE 288.87
SEE DETAIL 5/C3.1
WATER SERVICE TRENCH RUNNING NE -SW
SHOULD BE LINED WITH IMPERMEABLE
LAYER TO PREVENT INFILTRATION WITHIN
THE TRENCH
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SCALE: 1" = 10'
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30B NUMBER
16,00089
SHEET 4 OF 6
C3. 0