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S CTION
<br />TOWNSHIP
<br />7 8N,7 RANG V
<br />CONTRACTOR TO REGRADE
<br />,,)I_. ;:_.X, DITCH AS NEEDED TO '.
<br />20 LF 1
<br />MAINTAIN FLOWS TO WEST
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<br />LIMITS OF ` 17 . p Z 4. d° 4 -_
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<br />DISTURBANCE �' '' B e 4 . ° :, 4 a -
<br />MARK W/\ a 4 ° 4
<br />4.
<br />ORANGE
<br />.._.. _..._.__.2.0' ,, l
<br />FLAGGING 1
<br />20. 0 2, o� 5 0, PROPOSED i t
<br />PROPOSED I � o j
<br />- __ - _- 14. 0 0 11. 0 \. SFR C 14. 0 5 0' PROPOSED
<br />- SFR j 14
<br />i 11 0 4,0
<br />- PROPOSED
<br />SFR 1
<br />_ I SFR
<br />PROPOSED
<br />`: -- 1\1.0 SFR-
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<br />� - B S B L (TYP .) �,, \ \ �n - -
<br />- ... TOP: 558 75'± = = EX. FLOW ,
<br />__ 00 52400601000 \ _� BSBL (TYP,) ARROWS ,(TYP)
<br />`: 554 ► j05524\00600900
<br />• ' f �� , TOP: 558 . _. � - •`
<br />�7- �- TOP: 558 75 f� `
<br />—.. I TOE: 554 TOE: 556 1 1 \ 00552400600800 00552400600700 -
<br />\ 75 f
<br />E.X. r LO • • � '. 75 f \ 0
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<br />ARROWS (TYP --
<br />00 ` LIMITS OF 0
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<br />DISTURBANCE I '� (_0
<br />DISTURBANCE 0
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<br />� .. _ � • .. �\\ � ,� ORANGE t,
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<br />--' ' `• �•• r �i / CHANNEL ,...- - - ---� -_- - � • , �" 1 ,.
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<br />LOT 7 LOT 7
<br />BUILDING HEIGHT CALCS TOTAL AREA - 0.20 Ac
<br />IMPERVIOUS AREA SUMMARY TABLE
<br />S IDE
<br />EX. ELEV.
<br />AVG ELEV.=568'
<br />MAX. BLDG HT.=596 '
<br />LOT 8
<br />BUILDING HEIGHT CALCS
<br />SIDE
<br />EX. ELEV.
<br />A
<br />567.5'
<br />B
<br />567.0
<br />C
<br />567.0
<br />D
<br />567.5'
<br />AVG ELEV.=567.25'
<br />MAX. BLDG HT.=595.25'
<br />LOT 9
<br />BUILDING HEIGHT CALCS
<br />SIDE
<br />EX. ELEV.
<br />A
<br />567'
<br />B
<br />564'
<br />C
<br />565'
<br />D
<br />567'
<br />AVG ELEV.=565.75'
<br />MAX. BLDG HT.=593.75'
<br />LOT 10
<br />BUILDING HEIGHT CALCS
<br />SIDE
<br />EX. ELEV.
<br />A
<br />558'
<br />B
<br />557'
<br />C
<br />556:
<br />D
<br />-557
<br />AVG ELEV.=557'
<br />MAX. BLDG HT.=585.0'
<br />LOT 11
<br />BUILDING HEIGHT CALCS
<br />SIDE
<br />EX. ELEV.
<br />A
<br />558'
<br />B
<br />557'
<br />C
<br />556'
<br />D
<br />557'
<br />AVG ELEV.=557'
<br />MAX. BLDG HT.=585.0'
<br />PGIS (so
<br />I NPGIS (so
<br />Total (so
<br />Existing
<br />0
<br />0
<br />0
<br />Proposed
<br />569
<br />1,929
<br />2,498
<br />Removed
<br />0
<br />0
<br />0
<br />New
<br />1 569
<br />1,929
<br />2,498
<br />LU I UUVEKA(3I=: L5"/o
<br />LOT 8
<br />TOTAL AREA - 0.20 Ac
<br />IMPERVIOUS AREA SUMMARY TABLE
<br />PGIS (so
<br />NPGIS (so
<br />Total (so
<br />Existing
<br />0
<br />0
<br />0
<br />Proposed
<br />569
<br />1,929
<br />2.498
<br />Removed
<br />1 0
<br />0
<br />1 0
<br />New
<br />1 569
<br />1,929
<br />1 2,498
<br />LU I UUVEKA(31z: 26"/o
<br />LOT 9
<br />TOTAL AREA - 0.18 Ac
<br />IMPERVIOUS AREA SUMMARY TABI F
<br />PGIS (so
<br />NPGIS (so
<br />Total (s)
<br />Existing
<br />0
<br />0
<br />0
<br />Proposed
<br />569
<br />1,929
<br />2.498
<br />Removed
<br />1 0
<br />1 0
<br />1 0
<br />New
<br />1 569
<br />1 1,929
<br />1 2.498
<br />LU I UUVEKAGE: 32"/0
<br />LOT 10
<br />TOTAL AREA - 0.18 Ac
<br />IMPFRVIOI )S ARFA SI 1MMARY TABI F
<br />PGIS (so
<br />NPGIS (so
<br />I Total (so
<br />Existinq
<br />0
<br />0
<br />r 0
<br />Pro osed
<br />569
<br />1.929
<br />1 2.498
<br />Removed
<br />0
<br />0
<br />1 0
<br />New
<br />569
<br />1,929
<br />1 2,498
<br />LU I UUVLKA(_�L: 3L'/o
<br />LOT 11 -
<br />TOTAL AREA - 0.17 Ac
<br />IMPERVIOUS ARFA SUMMARY TABI F
<br />PGIS (so
<br />NPGIS (so
<br />Total (so
<br />Existing 0
<br />0
<br />0
<br />Proposed 1 1,325
<br />1,237
<br />1 2,562
<br />Removed 1 0
<br />0
<br />1 0
<br />New 1 1,325 1
<br />1237 1
<br />2,562
<br />LU I UUVLKA(3E: 36'-/o
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<br />EXISTING SOIL VEGETATION NOTE.
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<br />THE SOIL ANALYSIS FOR THIS PROJECT FOUND
<br />--- --�
<br />%"
<br />I —
<br />THE EXISTING SOILS TO BE COMPACTED FILL
<br />�
<br />l 1.
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<br />Q
<br />r ,
<br />OVER SANDY LOAM. THE DEPTH TO HIGHWATER
<br />TABLE OR HARDPAN IS AT GRADE DUE TO THE'.
<br />— — — — — — —
<br />COMPACTED' SOILS IN THE AREAS OF THE SITE..'
<br />N VICINITY MAP
<br />THIS SITE CONTAINS MOSTLY GRASSES &
<br />EXPOSED SOIL.
<br />SCALE 1" = 2000'
<br />LEGAL DESCRIPTIONS
<br />RANCHO INTERCITY DIV 2 BLK 006 D-00 —
<br />EXISTING SITE AND_ UTILITY FEATURES ARE
<br />LOT 7, 8, 9, 10 & 11
<br />BASED ON A SURVEY PREPARED BY ASPI.
<br />SITE DATA
<br />SITE ADDRESS: 1430 100TH ST SW
<br />:GRADING QUANTITIES:
<br />EVERETT, WA 98204
<br />CUT = 75 C.Y. (APPROX. PER LOT)
<br />PARCEL NUMBER: 00552400600700,
<br />FILL = 75 C, Y. (APPROX. PER LOT)
<br />00552400600800, 00552400600900,
<br />00552400601000, 00552400601100
<br />GRADING QUANTITIES ESTIMATED
<br />BASED ON CURRENT :SITE INFORMATION
<br />8c ASSUMED EXCAVATIONS NECESSARY(
<br />FOR
<br />PROJECT BENCHMARK
<br />PROPOSED IMPROVEMENTS,
<br />EX SSMH RIM NORTH OF NW PROPERTY
<br />CORNER. ELEV = 567.63
<br />PER ASPI SURVEY DATA
<br />DRAWING INDEX
<br />1) COVER/EX. coNDiTlol`!s MAP
<br />`OWNER APPLICANT
<br />& PRELIM. SITE :LAYOUT
<br />2) TARGETED STORMV-IATER SITE
<br />ADAIR ENTERPRISES LLC
<br />PI AN
<br />15922EAST SHORE DR
<br />3) SWPPP
<br />LYNNWOOD, WA 98087
<br />4) SOIL MANAGEMENT PLAN
<br />CIVIL ENGINEER
<br />OMEGA ENGINEERING, INC.
<br />JOSEPH SMEBY, PE
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<br />2829 ROCKEFELI_E R AVE.
<br />W o 0 CID
<br />EVERETT, WA 98201
<br />> N coo rn
<br />425.387, 3820
<br />< Co
<br />F: 425.259.1958
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<br />CALL 48 HOURS — W o 0
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<br />BEFORE YOU DIG CO
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<br />0
<br />1- 800- 424- 5555 f" CL
<br />PLAN
<br />APPROVED
<br />PUBLIC SERVICES
<br />EVERETT
<br />DATE '�
<br />UBLIC WORKS
<br />PROJ. NO,
<br />12-1205
<br />DSN. BY:
<br />JMS
<br />DATE:
<br />1 /30/13
<br />UTILITIES
<br />DRAIN E DEPARTMENT
<br />A PUBLIC WORKSIERMIT IS REQUIRED PRIOR TO
<br />SCALE:
<br />1" =30'
<br />STARTING ANY CONSTRUCTION ON THIS
<br />CITY ENGINEER
<br />PROJECT. APPROVAL FOR THIS PROJECT
<br />IS CONDITIONAL PER CURRENT STANDARDS
<br />DRAWING NO.
<br />1
<br />4
<br />AND EXPIRES UNLESS PERMIT
<br />FOR CONSTRUCTION HAS BEEN ISSUED.
<br />OF
<br />
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