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SW 1 /4, SW 1 /4 SECTION 8; NW 1 /4, NW 1 /4 SECTION 1 7; NE 1 /4, NE 1 /4 SECTION 1 8; ALL IN TOWNSHIP 28 N, RANGE 5 E, W.M.
<br /> E VERE T T PUBL IC S TORA GE
<br /> REDEVELOPMENT CONSTRUCTION PLANS
<br /> GRADING
<br /> STORM DRAINAGE, & UTILITY DESIGN
<br /> MARCH 2, 2015
<br /> REVISED DUNE 19, 2015 <944D � ]�Dr�c
<br /> REVISED JULY 2015 iarn ` '0� e Si �. O�'Q <
<br /> REVISED AUGUST 2015
<br /> E Madison St
<br /> LEGEND PROJECT INFORMATION INDEX OF SHEETS m
<br /> 3 3 � M.pwP Ave a,
<br /> EXISTING PROPOSED EXISTING PROPOSED APPLICANT: WOODMAN CONSTRUCTION C-1 COVER SHEET a r4
<br /> 3zo 10910 117TH PLACE NE,BLDG.6 C-2 EXISTING CONDITIONS PLAN w rI st SE
<br /> CONTOURS(1'INTERVALS) rp GAS VALVE KIRKLAND,WA 98033 C-3 COMPOSITE SITE PLAN r;
<br /> RIGHT-OF-WAY(R.O.W.) U GAS METER PHONE:(425)454-3621 C-3A DEMOLITION PLAN w 75rh St SE N
<br /> CONTACT:JOE MCLAUGHLIN C-4 T.E.S.C. PLAN
<br /> 12'So EMAIL:JOE@WOODMANCONSTRUCTION.COM C-5 GRADING AND DRAINAGE PLAN '
<br /> STORM DRAINAGE LEI © POWER VAULT '
<br /> ARCHITECT: PM DESIGN GROUP,INC. C-6 STORM DRAINAGE PROFILES -
<br /> - EXISTING DITCH -0- UTILITY POLE 19401 40TH AVE.WEST,SUITE 300 C-6A WET/DETENTION VAULT PLAN&SECTIONS x
<br /> LYNNWOOD,WA 98036 C-7 WATER AND SANITARY SEWER PLAN .f'� SITE
<br /> ❑ 0 CATCH BASIN(CB)TYPE A E-- E_ UTILITY POLE ANCHOR PHONE:(425)405-7746 C-8 NOTES AND DETAILS
<br /> CONTACT:DUNCAN WALLACE,LEER AP C-9 FRONTAGE IMPROVEMENTS AND PAVING PLAN
<br /> 0 CATCH BASIN(CB)TYPE 2 ® ® TELEPHONE RISER EMAIL:DWALLACE@PMDGINC.COM
<br /> W e wrR. WATER MAIN(WM) ELI 0 TELEPHONE VAULT
<br /> ENGINEER: GOLDSMITH SURVEY NOTES
<br /> FIRE HYDRANT(FH) Q TELEPHONE MANHOLE 1215 114TH AVE.SE z' 'spy S � d
<br /> BELLEVUE,WA 98004 1. HORIZONTAL DATUM:NAD 83/91-WASHINGTON NORTH ZONE BASED ON SNOHOMISH COUNTY Cypress Lawn Cemetery®wM WATER METER M ELECTRICAL UNCTION BOX SURVEY CONTROL. m' 59+st5�y
<br /> (W ) m m J PHONE:(425)462-1080
<br /> wv CONTACT:SCOTT KIM,PE 2. BASIS OF POSITION:HELD SNO'IS3162-A WIRE SET INTO TOP OF CONCRETE FILLED PIPE IN
<br /> D4 N WATER GATE VALVE(WV) ® ® SIGNAL CONTROL BOX EMAIL:SKIM@GOLDSMITHENGINEERING.COM CASE,STAMPED"IS3162".(N 339,320.496,E 1,303,993.033 GROUND). 1p 90th St SL
<br /> 11 4 91stCt9L
<br /> WATER BEND �""- SIGNAL POLE 3. BASIS OF BEARING:HELD BEARING BETWEEN THE ABOVE NOTED BASIS OF POSITION AND -
<br /> SURVEYOR: GOLDSMITH
<br /> GP31005-87-WSDOT BRASS DISK SET INTO BRIDGE DECK,(N 338,230.954,E 1,303,506.297 GROUND)
<br /> F=i I-=-i WATER TEE (� STREET LIGHT 121 S 114TH AVE.SE ;° ±}urieyCu u,
<br /> BELLEVUE,WA 98004 TO BE S 24°04'19"W PER DIRECT INVERSE. m
<br /> j� WATER AIR-VAC ASSEMBLY }— �0 SITE LIGHT-SINGLE PHONE:(42S)462-1080 4. VERTICAL DATUM:NAVD 1988 T
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<br /> �-(—�,_}-( I--I � I-1 CONTACT:LEE NYQUIST,P.L.S. U;
<br /> WATER BLOW-OFF ASSEMBLY Y M E -�-= SITE LIGHT-DOUBLE MASTER BENCHMARK:SNOHOMISH COUNTY SURVEY CONTROL POINT SNO`GP31005-87-FOUND K,
<br /> WSDOT BRASS DISK SET FLUSH WITH THE TOP OF BRIDGE DECK.SEE WGS SURVEY DATA
<br /> SS a"SS SANITARY SEWER LINE(SS) r= o MAIL BOX WAREHOUSE DATABASE FOR A MORE DETAILED DESCRIPTION. ELEVATION=474.18 FEET.NAVD : SF
<br /> TAX PARCEL NO: #2 80 51 700200900,00397100000100, 1988. Jordan Rd
<br /> a SANITARY SEWER MANHOLE STREET SIGN AND 2 805 1 700201 000
<br /> d SITE BM#1:GOLDSMITH SURVEY CONTROL POINT WTF`2-SET CONCRETE NAIL AND TAG 11.2
<br /> v SITE AREA: TOTAL BUILDING AREA:48,160 SF FEET EAST OF THE EDGE OF PAVEMENT ALONG THE WEST SIDE OF PROPERTY AND 15.0 FEET
<br /> `-' TOTAL PROJECT AREA:107,536 SF(2.47 AC) SOUTH OF THE JOG IN THE CHAIN LINK FENCE SOUTH OF THE ENTRY WAY TO THE PROPERTY.
<br /> SEE MAP FOR PLOTTED LOCATION.ELEVATION=444.28 FEET.IN 339,148.902,E 1,303,599.738
<br /> TOTAL DISTURBED AREA:107,536 SF(2.47 AC) GROUND).
<br /> Map data 02015 Goo Ie
<br /> IMPERVIOUS/PERVIOUS EXISTING: IMPERVIOUS AREA =107,536 SF(2.47 AC) SITE BM#2:GOLDSMITH SURVEY CONTROL POINT WFT`3-SET REBAR IN THE SOUTHEAST
<br /> PERVIOUS AREA = 0 SF CORNER OF GRAVEL LOT AT THE NORTH END OF PROPERTY AND 28.0 FEET NORTHEAST OF
<br /> TOTAL 107,536 SF(2.47 AC) CATCH BASIN IN ASPHALT NEAR WATER SPIGOT/BOLLARD AND 5.0 FEET NORTH OF WOOD VICINITY MAP
<br /> STAIRS DOWN TO GRASS AREA.SEE MAP FOR PLOTTED LOCATION.ELEVATION=430.76 FEET(N
<br /> a 339,405.672,E 1,303,801.926 GROUND). N.T.S.
<br /> v AREAS:
<br /> a_ 5. SEE ALTA/ACSM LAND TITLE SURVEY FOR EVERETT STORAGE DATED JULY 11,2014 FOR MORE
<br /> DEVELOPED: IMPERVIOUS AREA =91,419 SF(2.1 AC) COMPLETE SURVEY CONTROL BOUNDARY INFORMATION. I'~ PERVIOUS AREA =16,117 SF 0.37 AC) $qp� Broadwa�
<br /> a ( 6. TOPOGRAPHIC AND PLANIMETRIC INFORMATION HEREON WAS OBTAINED ON JUNE 17 THROUGH
<br /> a TOTAL = 107,536 SF(2.47 AC) 19,2014 AND IS CURRENT TO THOSE DATES ONLY.
<br /> a
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<br /> a 7. ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES UNLESS NOTED OTHERWISE. I ,I CJ O Q,�] O®Q
<br /> 8. UNDERGROUND UTILITIES SHOWN HEREON ARE PER A COMBINATION OF FIELD LOCATED W (,
<br /> SURFACE OBSERVABLE FEATURES,LOCATION AS PAINTED BY AN UNKNOWN UTILITY LOCATE PLAINS APPROVED
<br /> COMPANY AND RECORDS OF THE APPLICABLE UTILITY PURVEYOR.ALL LOCATIONS SHOULD BE
<br /> VERIFIED PRIOR TO ANY CONSTRUCTION.
<br /> (SEE SHEET C-2 FOR LEGAL DESCRIPTION.)
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<br /> FOR: KEVIN & RENE MUL VANE ~�7 0 1YA cadd y two' A
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<br /> By GOLDSMITH BELLEVUE WA. — LAND DEVELOPMENT SERVICES GISTFIQ' WO �o STE4fG�a4 KnowwhaYSbelow.
<br /> ���NAL E�n�115 ANAL CBII before you dig.
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