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SECTION 13 TOWNSHIP 27 RANGE 03 QUARTER SE
EDMONDS SEA VIEW TRS BLK 000 D-00 - LOT 1
CITY OF ED LLA REC LIND AFN 201211210469 &
SURV REr UND AFN 201210195001 CORR BY NO
201211010497 BEING PTN LOTS 78 & 79 SID PLAT
SITE DATA
SITE ADDRESS: 19011 OLYMPIC VIEW DR.
EDMONDS, WA 98020
PARCEL NO' 00434600007800
OWNERAPPLICANT
CHRISTOPHER & MERIN MIONE
19011 OLYMPIC VIEW DR.
EDMONDS, WA 98020
CIVIL ENGINEER
OMEGA ENGINEERING, INC,
JOSEPH SMEBY, PE
2707 WETMORE AVE,
EVERETT, WA 98201
425.387.3820
F. 425.259.1958
UTILITY PURVEYORS
POWER SOURCE: SNOHOMISH COUNTY PUD
GAS SOURCE: PUGET SOUND ENERGY
WATER SOURCE: CITY OF EDMONDS
SEWAGE DISPOSAL: CITY OF '-EDMONDS
5-
m
AREA - 38,412 SF = 0.88 Ac
IMPERVIOUS AREA SUMMARY TABLE
1 PGiS ( NPGIS (sf) I Total
VIM
OUT, 2218=12"! - 01
jotal IMpgrvious 2 62 1,872 34
TOTAL AREA - 53,412 SF = 1.23 Ac
IMPERVIOUS AREA SUMMARY TABLE
kb PGIS (sf) JAP �i�s
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A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMT IS REQUIRED
FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY,
A RIGHT-OF-WAY PERMIT APPLICATON WiT]H' CONITRACTOR'S
SIGNATURE SHALL BE PROVIDED TO THE CITY PRIOR ISSLJANCE OF
CIViL CONSTRUCTION PLANS,
0410111MARma
THE PAINTED FOG LINE WILL BE RESTRiPED,
AS REQUIRED, PRIOR TO PROJECT "COMPLIETfON,
GENERALNOTE
APPROVAL OF THESE PLANS DOES NOT CON. T17UTE
APPROVAL OF THE SINGLE FAMiLY RESIDENCES AND
ASSOCIATED SETBACKS, A SEPARATE BUS LDMNG
PERMIT IS REQURED FOR REVIEW ,ND APPROVAL OF
THE SINGLE FAN,'flLY RESIDENCIE-S-,
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DEC 17215
RawAmomsm
QLAWING INDEX
1) COVER SHEET & SITE PLAN
2) SWPPP
3) DRAINAGE & GRADING PLAN
4) UTILITY PLAN
5) SOIL MANAGEMENT PLAN
6) MAILBOX LOCATION (1 OF 1)
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SILT FENCE NOTE:
CONTRACTOR TO INSTALL SILT
INFILTRATIONFENCING WHERE NECESSARY
NO TEMPORARY SURFACE WATER ALONG PERIMETER IF VEGETATIVE
RUNOFF SHALL BE DIRECTED TOWARD BUFFER DOES NOT PROVIDE
ANY INFILTRATION AREA DURING OR ADEQUATE PROTECTION.
AFTER CONSTRUCTION.
CUT = 115 C,Y.
FILL = 115 C.Y.
GRADING QUANTITIES ESTIMATED BASED STORM DRAINAGE INLET PROTECTION NOTE: TOPSOIL STOCKPILE NOTE:
CAN CURRENT SITE INFORMATION & FILTER SOCKS TO BE ADDED IN CATCH BASINS LOCATED WITHIN STOCKPILES ,ARE. TO BE COVERED l
ASSUMED EXCAVATIONS NECESSARY THE R.O.W DOWNSTREAM FROM CONSTRUCTION SITE AND AS PLASTIC SHEETING WITHIN 24 HOURS.
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WORK.
LEGEND (SEE NOTES)
AREA OF SOIL AMENDMENT
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