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VERTICAL DATUM
NAVD 88
�CHMARKS
ORIGINAL BM: SM 5612 3" BRASS DISC SET IN CONCRETE BASE OF
LUMINARIE STAMPEDING COUNTY KG-F-8A 1993'
1 MILE NORTH OF THE INTERSECTION OF 108111 AND SR 515
IN FRONT OF BLDG #17622
ELEVATION- 4GO.968'
IBM-k 'X' IN NWLY BOLT ON TRAFFIC SIGNAL BASE
IN NE'LY WAD OF INTX OF 108TH AV SE AND MOTH ST
ELEVATION= 403.50'
IBM-8: 'X' IN SWLY BOLT ON LIGHT POLE BASE
20!1 S'LY FROM SW PROPERTY CORNER
ELEVATION= 404.55'
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1. Proof of liability insurance shell be submitted to ODES prior to the precanstructian meeting
(KCC 9.04.100.D).
2. All pipe and appurtenances shell be laid in accordance with WS00T 7-08. This shall include
leveling and composting the trench bottom, the top of the foundation material and any
required bedding to a uniform grade so that the entire drainage facility Is supported by a
uniformly dense unyielding base.
3. Steel pipe shall be galvanized and have asphalt treatment Q1 or better Inside and outside
(KCRS 7.03).
4. All drainage structures, such as catch basins and manholes, not located within a traveled
roadway or sidewalk shalt have solid locking lids. All drainage structures associated with a
permanent retention/detention facility shall have said locking lids (KCRS 7.05).
S. All catch basin grates shall conform to KCRS drawing numbers 2-013, 2-018, 2-019. or
2-020, and shall include the stamping "OUTFALL TO STREAM, DUMP NO POLLUTANTS"
and "Property of King County" (KCRS 7.05).
6. All driveway culverts located within King County right-of-way Mall be of sufficient length to
provide a minimum &I slope from the edge of the driveway to the bottom of the ditch.
Culverts shall have beveled end sections to match the side slope (KCRS 7.03(LI Drawing
No. 2-001).
7. Rock for eroaion protection of ditches, where required, must be of sound quarry rock, placed
to a depth of one foot (1'), and must meet the following specifications: 100
8" sieve, 40% maximum can peas the 3" slow and 10% maximum can pass the 3/4" sieve.
Installation shall be in accordance with KCRS 7.02(8), Drawing No. 2-024,
& Drainage outlets (stub -outs) shall be provided for each individual lot, except for those lots
approved for infgtretton by King County. Stub -cuts shall conform to the following:
a) Each cutlet Mall be suitably located at the lowest elevation on the lot, so as to service all
future roof downspouts and foo1f drains, driveway', yard drains, and any other surface
or subsurface drains necessary to render the lots suitable for their intended use. Each
cutlet shelf have free -flowing, positive drainage to an approved stortnwater conveyance
system or to an approved outfof( location. $ must pass the
b) Outlets on each lot shall be located with a five -foot -high, 2" x e stake marked "storm" or
"drofn". The stub -out Mali extend above surface level, be visible, and be severed to the
stake.
a) Pipe material shill conform to underdrain specifications described in KCRS 7.04. If
non-metallic, the pipe shall conton wire or other acceptable detenton.
d) Drainage easements are required for drainage systems designed to Canvey flows through
individual lots.
e) The Applicant/Contractor is responsible for coordinating the locations of aft stub -out
conveyance lines with respect to utilities (cg., power, gas, telephone, television, etc.).
f) All individurl stub -outs shall be privately owned and maintained by the lot homeowner
CONSTRUCTION NOTES
O LIGHT TRAFFIC ASPHALT PAVEMENT PER DETAIL 1, SHEET C6.
O HEAVY TRAFFIC ASPHALT PAVEMENT PER DETAIL 2. SHEET 06.
O CONCRETE PAVEMENT PER DETAIL 3, SHEET C6.
O ROCK FACING PER DETAIL 4, SHEET C6.
O CONSTRUCT 57OLF OF 6' HIOH WOOD SCREEN FENCE.
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PERMIT SET
REVISIONS: APPD.
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DATE: DULY 13, 2005
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DESIGN: RMF
DRAWN: CLK
A
CHECKED:
REVISION
NUMBER:
SCALE:1"=30'
PROJECT NUMBER:
TCAX00000007
DRAWING FILE:
ECIM004TCAX00000007
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SHEET N0.
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R-439012