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NO. 236 A G - 8 - 2 4 X 3 6
REVISIONS BY
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Description The
S 1/2 of the S E. 1/4 of the N.W. of the N.
W 1/41 The
N 200 feet of the E 1/2 of the S.W 1/4 of
the N W. 1/4 7 That
portion of the westerly 321 feet of the N 1/2 of
the S. E. 1/4 of the N. W. 1/4 of the N. W 1/4 line
westerly of private road and southly of the Carr
County Road except the W. 20 feet thereof all
in Section 32, Township 23 N., Range 5 E, W M. in
King County, Washington except that portion conveyed
to King County by deed recorded under Auditor'
s File No. 5801760 Begininq
at the N E corner of NW 1/4 of the NW 1/
4, then S. 337.02 feet to the true point of beginning, then
S 860 19' 24" W 158.32 feet, then S 020 24' 54" W 336.
52 feet, S 860 39' 20" W 165 feet to the easterly line
of County Road, then southly along private road 70.
40 feet to the true point of beginning. in Section 32,
Township 23 N, Range 5 E, W M in King County, Washington.
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Legal Description
PARCEL A The S 1/2 of t h e S. E. 1/4 of the N.W. of t h e
N W 1/47 C,
PARCEL B The N 200 feet of the E 1/2 of the S.W. 1/4 7-A 4s
of the N.W. 1/4
PARCEL C That portion of the westerly 321 feet of the N 1/2
k '
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of the S. E. 1/4 of the N.W. 1/4 of the N.W 1/4
line westerly of private road and southly of t h e
Carr County Road except t h e W. 20 feet thereof
all in Section 32, Township 23 N., Range 5 E, W.M
in King County, Washington except that portion
conveyed to Kingng County by deed recorded under
Auditor's File No. 5801760
PARCEL D Begining at the NE corner of NW 1/4 of the NW
I I
then S 860 19' 24" W S 020 24' 54" W
1/4, then S. 337.02 feet to the trie point of beginning,
158.32 feet, then
336.52 feet, S 861 39'20" W 165 feet to the easterly
line of County Road, then southly along private road
70.40 feet to t h e true point of beginning. in Section
32, Township 23 N , Range 5 E, W M In K Ing County,
Washington .
I C I N TY in A P EXHIBIT
NO. ITEM
No. NO,
286AG-6-24X36 REVISIONS
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EXHIBIT NO. _
ITEM NO.
North Scale 1 " / 20'
SHEET NO.
REVISIONS BY
10 3 rd. Ave. S. E.
N to 20' 56" E 537.3 8'
N 10 20' 56" E 46 9 4 0' INN
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Description Sig Existing
Power P P
PARCELATheS1/2 of t h e S. E. 1/4 of t h e N.W. of t h e CP N.
W. 1/4- PARCEL
B The N 200 feet of the E 1/2 of the S.W. 1/4 CARR
R GA D oftheN.W. 1/4; 7 PARCEL
C That portion of the westerly 321 feet of the N 1/2 of
the S. E. 1/4 of the N. W. 1/4 of the N. W 1/4 line
westerly of private road a n d southly of t h e Carr
County Road except the W. 20 feet thereof all
in Section 32, Township 23 N., Range 5 E, W.M. in
King County, Washington except that portion conveyed
to King County by deed recorded under Auditor'
s File No. 5801760. PARCEL
D Begining at the N.E. corner of NW 1/4 of the NW 1/
4, then S. 337.02 feet to the true point of beginning, then
S 860 19' 24" W 158.32 feet, then S 020 24' 54" W Existing
curb, 336.52 feet, S 8603920" W 165 feet to the easterly I "-I C gutter,
B sidewalk lineofCountyRoad, then southly along private road PC 70.
40 feet to t h e true point of beginning. in Section 32,
Township 23 N, Range 5 E, W.M. in King County, Washington. ' ,
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SEE DETAIL
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TO SEDIMEtJ'rAc7jQrj PONC> (225 LF)
N P i I - G R- A D 1 N G / R.F--T.F-NT ION
S i URfelA 1 S DRA 1 NAGt PLAN 0011 S
1. All construction shall be in accordance with Ring County Specifications.
2. The store drainage system shall be constructed according to the approved
plans which are on file in the Department's Central Records. Any
deviation from the approved plans will require written approval from the
Department.
3. A copy of these approved plans must be on the job site whenever
construction is in progress.
4. Datum shall be K.C.A.S. unless otherwise approved by the Department.
S. Before any construct 1100/development activity occurs. a pre -construction
meeting oust be held with the Departaent's Development Inspection Unit.
6. A requirement 1h1 M must be met before beginning construction is to
Provide proof of the liability policy required by King County Code
20,50.100(0) to the Department's Development Inspection Unit.
7. King County Code 12.86 requires that Construction noise only occur between
7 an and 10 pas on weekdays and 9 an and 10 pe on weekends.
S. All sedimentation/erasion facilities must be in operation prior to
clearing and tw ilding construction, and they must be satisfactorily
aaintained until construction is completed and the potential for on -site
erosion has passed.
9. All retentfon/detention facilities must be installed and in operation
prior to or in conjunction with all construction activity unless otherwise
approved by the Department.
10. All disturbed areas shall be seeded and mulched or otherwise stabilized to
the satisfaction of tht Department for the prevention of on -site erosion
after the completion bf construction.
11, Grass shall be established by hydrdseeding or as otherwise approved by the
Department. The performance bond will not be released until the grass has
been established. unless otherwise approved by the Department.
11. All pipe and appurtenances shall be laid on a properly prepared foundation
in accordance with Section 1-02.3(1) of the current State of Washington
Standard Specifications for Road aid Bridge Construction. This shall
include necessary leveling of the trench bottom or the top of the
foundation material as well as placement and compaction of required
bedding material to uniform grade so that the entire length of the pipe
will be supported on a uniformly dense unyielding base. If the native
material in the bottom of the trench meets the requirements for 'Gravel
Backfill for Pipe Bedding' the first lift of pipe bedding may be witted
Provided the material in the bottom of the trench is loosened, regraded
and cormpacted to fore a dense unyielding bast.
13. "c" truction of dewsteriog (groundwater) system shall be In accordance
wttb the APiA Standard Specification, Section 61-3.02.
14. Galvanized steel pipe utilized as detention facilities shall have asphalt
treatment Ill or better inside and outside.
15. Structures %lull not be permitted within 10' of the spring line of any
store drainage pipe(s), or 15' from the top of any channel bank.
16. All catch basin grates shall be depressed 0.10 feet below pavement level.
17. Catch basin grates installed on County right-of-way shall conform to
standard drawings 39 or /44 which includes the sta+mping 'Outfal) to
Stream, Dump No Pollutants' and 'Property of King County.'
18. Plans showing all underground utilities must be provided to the
Department's Develooment Inspection Unit. Plans for water and sanitary
sewers must be provided prior to the pre -construction meeting. Plans for
all other utilities must be provided prior to the installation of roan
base course materials and must show the location of the measures whlcn
will be taken to prevent soil erosion and sedimentation,
19. Open cut road crossings for utility trenches on existing traveled roadway
shall be backfilled only with pea gravel or 5/8 minus crushed rock ana
mechanically compacted. Cuts into the existing asphalt shall be meat line
cut witti saw or ja:thammer in a continuous line. A temporary cold six
patch must be placed immediately after backfill and compaction. A
permanent hot mix patch shall be placed within 10 days and shall be the
thickness of the original asphalt or two inches, vaiichever is greater.
20. All metal driveway culverts within County right-of-way must have concrete
or aasonry headwalls designed to be accepted by the Department.
21. Rock for erosion protection of roadway ditches, where required, must be of
sound quarry rock, placed to a depth of I' and must meet the following
Specifications: 4-8'/40401 passing; 2-4' rock/30-4CS passing; and -2'
rock/10-20% passing,
22. All building downspouts and footing drains shall be connected to the store
drainage system. unless otherwise approved by the Department.
23. Issuance of this Building Permit by King County does not relieve the owner
Of his continuing legal obligation and/or liability connected with stars
and surface water disposition and further, King County does not accept any
obligation for the proper functioning and maintenance of the system
provided.
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TR E. ATk, ! Ic Air- 1 or-- BETrF z ) EROSION/
SEDiNEtfTATION NOTES 1.
All limits of clearing and areas of vegetation preservation as described on the plan
shall be clearly flagged in the field and observed during construction, 2.
All required sedimentation/erosion control facilities rust be constructed and in
operation prior to land clearing and/or other construction to insure that sediment
laden water does not enter the natural drainage system. All erosion and
sediment facilities shall be maintained in a satisfactory condition until such
time that clearing and/or construction is completed and potential for on -
site erosion has passed. The Implementation, maintenance, replacerent and additions
to erosion/sedimentatlon control system shalt be the responsibility of
the permittee. 3.
The erosion and sedimentation control systems depicted on this drawing are intended
to be minimum requirements to (meet anticipated site conditions. As construction
progresses and unexpected or seasonal conditions dictate, the Per"
ittee should anticipate that more erosion and sedimentation control facilities
will be necessary to insure com+0lete siltation control on the proposed
site. During the course of construction, it shall be the obligation and
responsibility of the perinittee to address any new conditions that may be created
by his activities and to provide additional facilities, over and above minimum
requirements, as way be needed to protect adjacent properties and water quality
of the receiving drainage system. 4.
Approval of this plan is for erosion/sedimentation control only, it does not constitute
an approval of storm drainage design, size nor location of pipes, restrictors,
channels or retention facilities. S.
Any disturbed area which has been stripped of vegetation and where no further work
is anticipated for a period of 30 days or more must be immediately stabilized
with mulching. grass planting or other approved erosion control treatment
applicable to the time of year in question. Grass seeding atone w111 he
acceptable only during the months of April thru September inclusive. Seeding
may proceed outside the specified time period whenever it is in the interest
of the permittee, but must be augmented with mulching, netting, or other
treatment approved by the Department. 6.
All erosion/sedimentation control ponds with a dead storage depth exceeding 6 inches
must have a fence with a minimum height Of 3 feet. Frame,
Grate & Round Solid Cover Removable
Watertight Marked "DRAIN" with Locking Bolts Coupling
See Note 3 & KCRS Dwgs 49 & 50 Elev.
2353' 4"
Min. 16"
Max. I
6"
Min. Overflow
Max. Design W.S. 6" _
T
Depth 16" min.) Max. - -
Plate
Welded to Elh Pipe Supports i^ With
Orifice 13/.1'I7 See Note 5 Elbow -
Restrictor , Detail
NO SCALE Min.
u
lit-
uDk. T Outlet Pipe See
Notes 1 4 Isometric
NQ?
Fs NO SCA L E USE *
A DIA' CATCH BASIN
TYPE 2 t-, I. 2•
OUTLET CAPACITY: DEVELOPED DESIGN
FLOW 1
METAL PARTS: CORROSION RESISTANT.
GALVANIZED PIPE PARTS
TO HAVE ASPHALT TREATMENT
I. 4.
FRAME a LADDER OR STEPS OFFSET
50. A.
CLEANOUT GATE IS VISIBLE FROM
TOP, B.
CUMB-GOWN SPACE IS CLEAR OF
RISER AND CLEANOUT GATE
C.
FRAME IS CLEAR OF CURB. S.
IF METAL OUTLET PIPE CONNECTS TO
CEMENT CONCRETE PIPE: OUTLET
PIPE To HAVE SMOOTH 0
D. EQUAL TO CONCRETE PIPE 10.
LESS cat•. 6.
PROVIDE AT LEAST ONE ]' X .OW GAGE
SUPPORT BRACKET ANCHORED
CONCRETE WALL MAX
X 0' VERTICAL SPACING), 7.
LOCATE ELBOW RESTRICTOR(S) AS NECESSARY
TO PROVIDE MIN. CLEARANCE
AS SHOWN. Invert
Eo-Ev. Restrictor
Plate W/ /
1/_'I 0rIf,
cb - im/-
2
216. REuxrl>
r >;xlsl, 4'M+i' r2c%
rRtc7taR, kt=h av C-
Y' 5 T APES SCAi- kP . ADO
k 0f ill s As' AfE1-vt'A. 4)
c t>Q.A tafr, PIPE , 1ELea =
232.1 Std.
Galv. Handholds i
Steps or Ladder See
KCRS Dwg. 39 Elbow
Restrictor See
Detail 36
wkir-
kT P(
FE c-
g
Shear Gate w/ iu
Control
Rod For Cleanout/
Drain Rod
Bent as Req.d for
Vertical Alignment w/
Cover) See
KCRS Dwg. 53 Section
A -A NO
SCALE $" c vk_ Aw*t Pi Pr= a
Attatch Shear Gate Control Rod
to Support Bracket on
Inside of Access Opening G
Elbow
Restrictor See
Detail `v / PIPE To Df_ FIIT00 Angle
as necessary See
Note 6 J Plan
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