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2015, 03-13 Permit App: APR-2015-0002 Approach , Community Development Department (Staff Use Only) Permit East Sprague g n PI -1.4-o Sii61(a Ile 11703 S ra ue Avenue,Suite B-3 PERMIT NUMBER: 4 C Spokane Valley,WA 99206 PERMIT FEE: Fax:Tel: (509)688-003(509)720-52407 iopo.%11ey 0 permitcenter@spokanevallev.org APPROACH PERMIT APPLICATION PROJECT ADDRESS:/ /5/y //?_(-- —/A'r: ,�a t' e,e, /./6/&5e / � START DATE: /93.-A _ Jo/....c— ANTICIPATED COMPLETION DATE: ®3. /„,.9--c.2„ ,�4 .L BUILDING OWNER NAME: /vc,j. J C)/,t1 Go MAILING ADDRESS: 5//cf /(/ ,fie P, ,gyp Z.(- 4- CITY: cfra—r L( (�a STATE: ZIP: 97,i4-{ CONTACT PERSON NAME: 12/G,t/ PHONE: /-iQ 4,e, (.�J) 9,0-3cf fpf FAX: CELL: CONTRACTOR NAME?—_____.may/c -5J7* e e t' 0e-- S.E'—Q._V e CO' MAILING ADDRESS: 26 GC/�/ i Jam_ CITY: f-?Z� {,C.c STATE: /4- ZIP: 1.9bit,� �J PHONE: FAX: CELL: / 9) J 9/" 70V 7 CONTRACTOR LICENSE#://tie,---nre,7,7),e EXPIRES: CITY BUSINESS LICENSE#: PROJECT DESCRIPTION(Please Provide Site Sketch) Residential Driveway El Commercial/Industrial Driveway al Existing Curb&Gutter vAi Rural Road Section' t h iRR ECEIVED Culvert Installation Sidewalk Repair/Cgnstructio LI Other Conditions: CSV PERMIT IT CENTER M R 13_2015 1 Project# DZ E Bond/Insurance certification must be on file with the City. DISCLAIMERSut�milla! The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction or on a dwelling, the dwelling is/will be served by potable water. 2)Ownership of this City of Spokane Valley permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) The City of Spokane Valley permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted and subsequently approved before this application can be processed. Signature (,. Date: / — / DE-001:V-1 Page 1 of 2 APPROACH PERMIT APPLICATION REQUIRED SKETCH INFORMATION Provide required measurements(in sketch boxes),and include street name. Check all existing conditions that apply: DSidewalk DDrainage Ditch ft wide ODrywell(show location on sketch) ft from back of curb DOther(please describe below) OStreetside Swale w; DISTANCE FROM z' INEAREST PROPERTY LINE MAY BE LEFT OR RIGHT SIDE) 1 FT(SEE TABLE) w� / 7,Er 1 n-I CONCRETE CURB APPROACH RETURN %// WINO' THROA EEITABLEE) WING I CURB' NIF CORNER LOT, DISTANCE FROM STREET NAME CURB RETURN n FT(SEE TABLE) STREET WITH CURB w 1 DI STANCE FROM - NEAREST PROPERTY LINE MAY BE LEFT OR RIGHT SIDE) �; FT(SEE TABLE) aI 15'RADIUS RADIUS X; ASPHALT al APPROACH RETURN EDGE OF I-THROAT WIDTH nFT---1 Ns_ 1 ASPHALT (SEE TABLE) IF CORNER LOT, DISTANCE FROM STREET NAME RADIUS RETURN n FT(SEE TABLE) STREET WITH ASPHALT EDGE Approach Requirements: • Maximum 2 approaches per property frontage;one on arterials. • Total width of approaches not to exceed 50%of frontage width. Residential Approaches Commercial Approaches Distance from Curb/Radius Retum 15'minimum 75'minimum Separation between Approaches(measured from centerline to centerline of See Page 7-27 each approach) None specified in City Street Standards Throat Width(flat portion) 16'min.,30'max. 30'min.,40'max. Wing Width(at curb line) 4 feet typical 4 feet pical Minimum Distance from Side Property Line(@ r/w) 5.0' 5.0' Minimum Distance from Crosswalk 5' 5' DE-001:V-1 Page 2 of 2 3/B' EXPANSION JOINT GENERAL NOTES 11111, 1. EXPANSION JOINT MATERIAL SHALL BE PLACED IN THE CENTER OF ALL DRIVEWAYS OVER 20' IN WIDTH. 2.EXPANSION JOINT REQUIRED IF POUR INCLUDES ADDITIONAL DRIVEWAY AREA. 3.PORTLAND CEMENT CONCRETE SHALL BE CLASS 3000, AIR ENTRAINED. "'44�� 4.ALL EXTERNAL EDGES TO BE TROWELLED WITH 1/4" RADIUS EDGER. 5.SIDEWALK TO BE SCORED EVERY 5'. 3/8" EXPANSION JOINT TO BE `.."- INSTALLED AT LOCATIONS WHERE SIDEWALK INTERSECTS OTHER �7�.� 411PI:, . SIDEWALKS AND DRIVEWAYS. 6.FOR ROADSIDE SWALE APPLICATIONS. INSTALL 12" CULVERT UNDER g'� 'tip�� APPROACH PER SPOKANE REGIONAL STORMWATER MANUAL. ENDS ��� SHALL BE BEVELED TO MATCH SWALE SLOPE. 7.yROAT � \ 7.MIN. 4" THICK COMPACTED CRUSHED SURFACING TOP COURSE LAYER (vTAx -9' / UNDER DRIVE APPROACH. H rSFF Tq AA &MST 2' OF DRIVE TO MATCH BOTTOM OFP CURB.H (AT CURB SIDE) SHALL BE THICKENED $<F� ,ICEND rr.. 4 -, �1oPASi?_ 0 •01 THROAT WIDTH o ' 4 /4 DISTANCES I-: 20, s:ii TYPE MIN. MAX. s1 COMM. 30' 40' '�°,5:, 8 36449 �� RES. 16' 30' ' &'GISTT ' "-TONALt � :LAoy . VARIES :..c VARIES y EXPIRES Gj/zy/ac ec f —PROJECTED TOP OF CURB ELEVATION DEVELOPMENT SERVICES SENIOR ENGINEER 2%._ f— 5" APPROVED FORPUDUCA7ON /0/C' ) j SEE NOTE :liq.4.!: SCITY OF' __ „',.::vx jlj■I1`�,lll( e 6" PORTLAND Approach moil' he, ( '" rQ` Y�ll�►�� CEMENT CONCRETE r SECTION A—A 'Pirsf l0` -Pt and then WAa/ewer s1° e I's r epi red a (ti et- t Agit 10 Pm 4 Ick DRIVEWAY APPROACH SEPARATED SIDEWALK e X t'5 tin,'n, g rA ciB. 1 35 STANDARD PLAN NO. R-110