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NOTES:
1. BEFORE ANY CONSTRUCTION/DEVELOPMENT ACTIVITY OCCURS. A PRE -CONSTRUCTION
MEETING MUST BE HELD WITH THE DEPARTMENT'S DEVELOPMENT INSPECTION UNIT.
2. All construction shall be in accordance with King County Specifications
(including King County Road Standards 1987).
3. The storm drainage system shalt 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.
4. A copy of these approved plans must be on the job site whenever
construction is in progress.
5. Datum must be K.C.A.S. unless otherwise approved by the Department.
6. A requirement which must be met before beginning construction is to
provide proof of the liability policy required by King County Code
9.04.100(D) to the Department's Development inspection Unit.
7. King County Code 12.88 requires that construift}on noise only occur
between 7 am and 10 pm on weekdays and 9 am and 10 pm on weekends.
8. All sedimentation/erosion facilities must be in operation prior to
clearing and building construction, and they must be satisfactorily
maintained untilconstruction
onstruction is completed a t potential for on site
omp eted and he po ent
erosion has passed.
9. All retention/detention facilities must be installed and in operation
prior to or in conjunction with all construction activity unless otherwise
approved by the Department.
10. At( disturbed areas shalt be seeded and mulched or otherwise stabilized
to the satisfaction of the Department for the prevention of on -site
erosion after the completion of construction.
11. Grass shalt be established by hydroseeding 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.
12. All pipe and appurtenances shall be laid on a properly prepared
foundation in accordance with Section 7-02.30) of the current State of
Washington Standard Specifications for Road and Bridge Construction.
This shalt include necessary leveling of the trench bottom or the top of
the foundatill 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
Backil ll for Pipe Bedding" the first lift of pipe bedding may be omitted
provided the material in the bottom of the trench is loosened, regraded
and compacted to form a dense unyielding base.
13. Construction of dewatering (groundwater) system shall be in accordance
with the APWA Standard Specification, Section 61-3.02.
20 30 40
4I 3 \ 2" ASPH. CONIC. CLASS B
t J LDS A \\
S�.D C.O. \ z Y
6°S.D �INV=40.26 \ a o 3 A� 5 SPACES (l o 4"ASPH. TREATED BASE
(CONC.� 416.15 \ 8.5 = 42.5 \ I I o
- - --
-
TOT \ PROPOSED CHURCH
LOT I ` \ IJ u LLI
` FIN FLR\. ELEV. 416.25\
50 1 \ v v v I I
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BOUNDARY AND TOPOGRAPHY FROM SURVEY BY DODDS E1IIGINEERS DAITED WIAYF1986
I i I I I
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N 88'24.48"W 327.23 I �'
�--COMPACTED SUBGRADE
ASPHALT PAVING SECTION
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14. Galvanized steel pipe utilized as detention facilities shall have
asphalt treatment Ni or better inside and outside.
15. Structures shall not be permitted within 10 feet of the spring line of any
storm drainage pipe, or 15 feet from the top of any channel bank.
16. Catch basin grates installed on County right-of-way shall conform to
standard drawings 41 or 47 which includes the stamping "Outfatl to
Stream, Dump No Pollutants" and "Property of King County".
17. Plans showing all underground utilities must be provided to the
Departments's Development 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
road base course materials and must show the location of the measures
which will be taken to prevent soil erosion and sedimentation.
18. Open cuts thru existing public right-of-way wilt not be altowed unless
specificly approved by King County Public Works.
19. All metal driveway culverts within County right-of-way must have
concrete or masonry headwalls designed to be accepted by the Deparment.
20. Rock for erosion protection of roadway ditches, where required, must be
of sound quarry rock, placed to a depth of i foot and mast ---et the
_
following specifications: 4'1-811 /40X-70X passing; 211 411 rock/30X-40X
passing; and -2" rock/10%-20% passing.
21. All building downspouts and footing drains shalt be connected to the
storm drainage system, unless approved by the Department.
22. Issuance of this Building Permit by King County does not relieve the
owner of this continuing legal obligation and/or liability connected with
storm and surface water disposition and further, King County does not
accept any obligation for the proper functioning and maintenance of the
system provided.
23. Compaction of subgrades for all commercial developement parking lots and
roadways shall comply with compaction requirements for King County
maintained roadways. The subgrades under all areas to be paved shall be
firm and unyielding, and compacted to 95% of the maximum density (per
Standard Proctor Test). Proof rolling prior to paving is required to
insure stability.
24. The Contractor shall be responsible for providing adequate safeguards,
safety devices, protective equipment, flaggers, and any other needed
actions to protect the life, health, and safety of the public, and to
protect property in connection with the performance of work covered by
the contract. Any work within the traveled right-of-way that may
interrupt normal traffic flow shall require at least one flagger for each
lane of traffic affected. All sections of the W.S.D.O.T. Standard
Specifications 1-07.23 - Traffic Control, shall apply.
70 80 90
3I CRUSHED SURFACING
TOP COURSE
COMPACTED SUBGRADE
GRAVEL SURFACING SECTION
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13611 SE 116TH ST RENTON WASHINGTON
FBF
L. S, 137cf
Sewer Wei+e r
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r� ROUND Sol COVER NOT93.
MARKED'DRAIN- 1, SES SURFACS WATER WAT. DIV. AULLITIN 'NULTIPLA
WITH LOCKll Bw.YSSi- ORIFICES- Err. SEPT. 1. 1963.
E±EE OVVGV. PL 49 &so KCIS-
1. PIPI SIZES AND SLOPIS: PER PLAMS.
OVEQGipW ELEV. TO Z
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4.
METAL PARTS: CORROSION RESISTAMT. GALYMILSSD
iiY- 410.01 11
PIPE PARTS TO Iii 43PUALT TREATNBMT 1.
S.
FRAM A LADOu OE STEPS OFFSST SO
MAX,REVVICrOR '. s
A. CLSAMOUTIMB-DO GAT{ IS SOON TOP.
IALBCLEAR
STANDARD WWANRED
B, cl[MD-IxM/l sPACI Is GLEAM or alsEt AND
13
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CLEAXOUT OATS.
D14. 2-31811
f SEE DWG, N. 3 f l'u R4.
C. FRAMs lS CLIAR OF CURB.
El 6V. 4 08.50
•.
ItNATALOUTLET PIPS CONNECTS TO CEMSMT CONCRITS
PIPSF SUPPOSIT(f):
PIPS: OUTLET Pi TO RAVS SMOOTS O.D. EQUAL TO
3'%-OSOGA4EI
_
CLfill GAIll SHEAR,
CONCRATS PIPS I.D. LESS 1/4'.
90 LTE0 OR I►r SEDDED
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DEVICE, TEE TYPE. (FROP-T)
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412 LEGEND
CONTOUR LINE -
PROPERTY LI N E -
410 EDGE OF PAVEMENT-
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Number
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