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UND REBAR, 0 CAP I ----------45 _SET REBAR W/CAP 1.0'(W) NE 114, N W 114, SEC.29, T.28N., R. 5E., W.M.
<br /> (W) OF COI ER. END I ; ON 7'ROPERTY LINE. WALL
<br /> NCE 1.6'(S) 0.3'(E) 0.3'(l`A��AT CORNER VERTICAL DATUM LEGAL DESCRIPTION
<br /> CORNER N 88'42'07" W 75.00'
<br /> ------------------------
<br /> �
<br /> Follow City of Everett I m 5' BSBL I NA VD 88
<br /> Design and I YP m 1 �REAOA LOT 3 OF SNOHOMISH COUNTY SHORT PLAT N0. 169 5-84),
<br /> i (NAND — 3.67' = NGVD29) RECORDED UNDER RECORDING NO. 8507030283, BEING A
<br /> Construction FOUND CASE CONC. MON. W/BRASS DISK & PUNCH
<br /> SL#1 i ON THE CENTERLINE 25TH AVE. SE. PORTION OF TRACT 12, CAMPBELL'S BERRY GARDENS, ACCORDING
<br /> Standards for all AREA©
<br /> 2 , ELEV. = 451.46' TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE
<br /> work in the public I i 7� PER GPS OBSERVATIONS 67, RECORDS OF SNOHOMISH COUNTY, WASHINGTON,
<br /> right-of-way. • 3 i �� SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
<br /> • o - �" m SURVEY REFERENCES
<br /> I LOTS DECK "' i Permit#: PW2501-004
<br /> i, Q) Q ` i (R1) PLAT OF PARKLAND PLACE - A.F.#201405145004
<br /> Q L 7,968 SF Site Address: 11615 25th Ave Se
<br /> c, "� �- i Owner: Alen Oze ovic
<br /> b (d �� cis (R2) PLAT OF SILVER GLEN MEADOWS - A.F.1202001285008 g
<br /> b ' App. Date: 1/9/2025
<br /> Description: Driveway Apron In Coe Right-of-way
<br /> N 1 Q '
<br /> w W ev R rr I City of Everett Permit Services
<br /> This permit review and approval is
<br /> only for the portion of the driveway
<br /> REVIEWED FOR CODE COMPLIANCE
<br /> that is in the City of Everett By Review Discipline: Public Works
<br /> Jorgenson
<br /> Reviewer:T Jor
<br /> Right-of-Way. 9
<br /> Date: 01/27/2025
<br /> ,\ o 2 As Noted
<br /> Review Status:Approved for Permit
<br /> I GENERAL NOTES:
<br /> i 4 3 i i 1) All civil site work, construction and materials shall be in accordance
<br /> with the current Snohomish County Engineering Design and Development TOTAL PARCEL AREA: 7,968 SF
<br /> Standards (EDDS), Snohomish County Code, Washington State Department
<br /> TOTAL PROJECT AREA: 7,968 SF
<br /> r of Transportation/American 'Public Works Association Standard
<br /> \AREA© / ) i Specifications for Road, Bridge, and Municipal Construction, and the AREA OF DISTURBANCE: 7,968 SF
<br /> Snohomish County Drainage Manual—.
<br /> Iq: `� —,�} � �-- 2) Call 1-800-424-5555 prior to any grading or underground utility SITE GRADING: 85 CY CUT AND FILL
<br /> I installation construction. 3) All work pertaining to this project shall be
<br /> Ab
<br /> subject to inspection b the count inspector or his designated
<br /> SL#2 AREA OA t p y y p g NEW & REPLACED IMPERVIOUS AREA:
<br /> � representative. Prior to an site work, the contractor shall contact the
<br /> p y
<br /> I I 30.00' �, — 5 county inspector at (425) 388— 3385 and schedule apre—construction DUPLEX STRUCTURE 2,735 SF
<br /> V ___ _ conference. DRIVEWAYS 1,010 SF
<br /> �il'88' 9 58" W 75.00' -------------------------
<br /> IK
<br /> TOTAL 3,745 SF
<br /> � FOUND REBAR, NO CAP 1.0'(N) EXISTING IMPERVIOUS AREA:' I FOUND REBA LEGIBLE cy�� i OF CORNER. FENCE COR. 0.2'(N)
<br /> i I CAP 0.2'(E) OF NER A i OF CORNER EXISTINGXI HOUSE, GARAGE AND DRIVEWAY WILL HOUSE STRUCTURE 1,186 SF
<br /> I BE REMOVED AND REPLACED BY A NEW DUPLEX SHEDS 205 SF
<br /> SCALE. 1 = 20' AND ACCOCIATED IMPROVEMENTS DRIVEWAYS 801 SF
<br /> TOTAL 2,192 SF
<br /> 0 20 40
<br /> 1Q 4" DIA. PVC PIPE (TYP)
<br /> SOIL MANAGEMENT PLAN (BMP 5.13 . Q2 YARD DRAIN (TYP) SNOHOMISH COUNTY
<br /> PLANNING AND DEVELOPMENT SERVICES
<br /> AREA A AMEND EXISTING SOIL IN—PLACE (2—INCH OF COMPOST) — 12.0 C. Y. 3a) CB TYP 1 APPROVED FOR CONSTRUCTION
<br /> AREA B IMPORTED TOPSOIL (MIN. 8" OF TOP SOIL) — 22.5 C.Y. ® BMP T5.10B (40.0') DISPERSION TRENCH W/ NOTCHED GRADE
<br /> BMP T5.13 POST—CONSTRUCTION SOIL QUALITY AND DEPTH IS ACHIEVED BY BOARD PER FIGURE 3.7 OF THE SNO. CO. DRAINAGE MANUAL CALL 811 BEFORE YOUDIG
<br /> IMPLEMENTING 5Q BMP T5.12 SHEET FLOW DISPERSION RIW PERMIT NO.
<br /> BEST MANAGEMENT PRACTICE. SOILS THAT HAVE BEEN DISTURBED, WILL BE AMENDED
<br /> ACCORDING TO THE FOLLOWING PROCEDURES: PER FIGURE 5.4 OF THE SNO. CO. DRAINAGE MANUAL
<br /> A. SCARIFY SUBSOIL TO A DEPTH OF ONE FOOT.
<br /> B. IN PLANTING BEDS, WILL PLACE THREE INCHES OF COMPOST AND TILL IN TO AN ^�b'F SITE ADDRESS PARCEL NUMBER:
<br /> 11615 25TH AVE. SE 00400500001207
<br /> EIGHT—INCH DEPTH. Q. of WAS y�
<br /> C. IN TURF AREAS, WILL PLACE TWO INCHES OF COMPOST AND TILL IN TO AN `S �F �ti�, EVERETT, WA 98036
<br /> EIGHT—INCH DEPTH. o
<br /> D. APPLY TWO TO FOUR INCHES OF ARBORIST WOOD CHIP, COARSE BARK MULCH, OR (, MAHER WELAYE, P.E. APPLICANT/CONTACT/OWNER:
<br /> COMPOST MULCH TO PLANTING BEDS AFTER FINAL PLANTING. COLD CREEK HOMES
<br /> 15516 - 56TH AVE. W
<br /> UNDISTURBED SOILS WILL BE PROTECTED FROM COMPACTION DURING CONSTRUCTION. ��0� �FG/sTER�ID `"33 4 � EDMONDS, WA 98026 COLDCREEKHOMES@GMAIL.COM
<br /> PRESE �SSIONAL ENO\ _ 425-345-0594
<br /> AFTERRVE GRAD NGVANDOILS BY CONSTRUCTION.OILING SITE DUFF AND TOPSOILS AND REAPPLY I J I2oZGy mahe��elaye®gma45com
<br /> �) SITE PLAN
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