HomeMy WebLinkAboutR-439009O
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LEGAL DESCRIPTION
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ZONING
VERTICAL DATUM
THE SOUTH i/101H OF THAT PORTION OF THE WEST HALF OF THE WEST HALF
OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5
EXISTING ZONING
O, R-12, R-S NAVD 88
6 �9 ®G -S� 9 tl
EAST. W.M., IN KING COUNTY, WASHINGTON. LYING SOUTH OF THE NORTH 30 FEET
PROPOSED ZONING
O, R-12, R-8 BENCHMARKS
THEREOF.
EXCEPT 40 FEET FOR ROAD.
ORIGINAL BM: BM 5812'. 3' BRASS DISC SET IN CONCRETE BASE OF
*KING
TAX ACCOUNT
LUMINARIE STAMPED COUNTY KC-F-8A 1993'
1 MILE NORTH OF THE INTERSECTION OF 1087H AND SR 515
0 15 30 60
THE NORTH ONE- FIFTH OF THE WEST HALF OF THE 'WEST HALF OF THE NORTH HALF
IN FRONT OF BLDG #17622
SCALE: i' - 30'
OF THE SOUTHWEST QUARTER OF THE NORTHEAST OUARTER SECTION 32, TOWNSHIP 23
TAX LOT NUMBERS
3223059091, 3223MOS ELEVATION= 400.968'
NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON,
EXCEPT THE WEST 3D FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED
TBM-A: 'X' IN NWLY BOLT ON TRAFFIC SIGNAL BASE
RECORDED UNDER RECORDING NUMBER 791757, RECORDS OF KING COUNTY, WASHINGTON
IN NE'LY QUAD OF INTX OF IOBTH AV SE AND 180TH 5T
YOU DIG
ELEVATION 403.50'
&CALLOBEFORE
COII: TOLL FREE
TBM-B: 'X' IN SWLY DOLT ON LIGHT POLE BASE
20'3 S'LY FROM SW PROPERTY CORNER
-80-424-5555
ELEVATION- 404.5V
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Ex 11815E ,
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VICINITY MAP
SCALE: 1"-2000'
{ I t I 1 s� SITE DEVELOPMENT DATA
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APPLICANT BRIAN HARRIS
FOLW81 6213 I -- EXT WR9 — �I I I ^ TCA ARCHITECTURE PLANNING
l4fjjt 1 i Wb/8CAP 6213 — _xi CJ48 J
I fR011 By
ESiIoxE L SEA LE. WA ELT WAY HE
I I AS'RA6D 1l�DT fWNO6 RRBAR I f — — PHONEE. 6. 98115
PHONE 206.522.3830
"FRO sCALC_aw W E 179TH PL
N 89'17'37" W 2&2.T1° FgYE py Uu� FROM CALC. POS. I ARCHITECT BRIAN HARRIS
uRaossx TCA ARCHITECTURE PLANNING
i V 1 i SEATILE,
6211 ROOSEVELT WAY NE
S� -- T5t5IEY We) CQVC JRWY �� PHONE 206.522WA.383098115
^EMT
I ' ' OWNER KING COUNTY FIRE PROTECTION DISTRICT No 40
I I ' r__r_ >E __ _ 10828 SE T
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i i i i___ I i___i__5___( - - e OI D MR O RENTON, WASH NG70N 98058
( i- T I_ _ I PHONE 425.255.0931
3 V-ii""'"'"' j i. k �.....�..
,I ENGINEER MARK FLURY, P.E.
BRIS i OW 4'1�D. DAMD EVANS and ASSOCIATES, INC,
i
'- W 1620 W. MARINE VIEW DRIVE
^ VOL.63. PG. 66 EVERETT, WASHINGTON 98201
i - N PHONE 425.259.4099 FAX 425.259.3230
i I i 1 I SURVEYOR TIM GRIFFIN, P.L.S.
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SE 180TH ST Nas 2s'a
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BENSON TERRACE DIV. 3
BLK. 1
VOL 62. PG. 4.
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EX HOUSE
EX fiW6E
SE 180TH ST
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PG. a.
IEX HOUSE I EX HUM ' I EX HW4E
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MEAD GILMAN & ASS=
P.O. BOX 299
WOODINVILLE. WA. 98072
PHONE 425.486.1252
SHEETINDEX
Ct
COVER SHEET AND SITE PLAN
C2
CLEARING, GRADING AND TESC PLAN
C3
CLEARING, GRADING AND TESL DETAILS
C4
PAVING AND STORM DRAINAGE PLAN
C5
DETENTION VAULT — DETAILS AND SECTIONS
C6
PAVING AND STORM DRAINAGE DETAILS
C7
108TH AVENUE SE IMPROVEMENT PLAN
SWt
SEWER AND WATER PLAN
S1-3
VAULT STRUCTURAL PLANS
GENERAL PLAN NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (Kee), KING COUNTY ROAD
STANDARDS (KCRS), KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM) AND THE
CONDITIONS OF PREUMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE
APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM
THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR
UABIUTY TO KING COUNTY.
2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY
DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES) ENGINEERING REVIEW
CHECKUST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE DOES PLAN REVIEWER.
ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING
COUNTY PRIOR TO CONSTRUCTION.
3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER
CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE. GAS, ELECTRICAL. ETC.).
4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD
BETWEEN THE DOES LAND USE INSPECTION SECTION, THE APPLICANT, AND THE APPLICANTS
CONSTRUCTION REPRESENTATIVE
5, A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS
6. CONSTRUCTION NOISE SHALL BE UNITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88};
NORMALLY, THIS IS 7 A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS
T IT SHALL BE THE APPUCANT•S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS
NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY.
& FRANCHISED UTIU71ES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT
BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREMENTS OF KCRS CHAPTER
8 IS SUBMITTED TO THE DOES LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION.
9. DATUM SHALL BE NAVD 1988 UNLESS OTHERIMSE APPROVED BY DOES
10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE V414N A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE
EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION, ALL GROUNDWATER SYSTEMS MUST DE
CONSTRUCTED IN ACCORDANCE WITH SECTION 81 3.02 OF THE APWA STANDARD SPECIFICATIONS.
11. ALL UTILITY TRENCHES SHALL BE 13ACKFILLED AND COMPACTED TO 95 PERCENT DENSITY.
12. ALL ROADWAY SUBGRADE SHALL BE BACKFlLLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT
2-06.3).
1& OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY ODES AND
NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHAM. BE RESTORED IN ACCORDANCE LWTH KCRS
&03(8)3.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS. SAFETY DEVICES
PROTECTIVE EQUIPMENT, FLAGGERS• AND ANY OT14ER 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 CONTRACTOR. 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. SECTION
1-07.23, 'TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY.
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PERMIT SET
REVISIONS: APPD.
DATE: JULY 13, 2005
DESIGN: RMF
DRAWN: CLK
CHECKED:
REVISION
NUMBER:
SCALE: 1'=30'
PROJECT NUMBER:
TCAX00000007
DRAWING FILE:
ECIMOOITCAXOCOO0007
i
c SHEET NO.
OF 7
of
R-439009