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2014, 05-09 Permit App: APR-2014-0027 ApproachSpokane �,1. Valley Community Development Department Permit Center 11703 East Sprague Avenue, Suite B-3 Spokane Valley, WA 99206 Tel: (509) 720-5240 Fax: (509) 688-0037 permitcenter(n spokanevalley.org (Staff Use Only) PERMIT NUMBER: All PERMIT FEE: QP '� •oO APPROACH PERMIT APPLICATION PROJECT ADDRESS: 102 S. HODGES ROAD /41° daa , 3005' START DATE: ANTICIPATED COMPLETION DATE: BUILDING OWNER NAME: Viking Builders, LLC. MAILING ADDRESS: 2605 W. Hayden Ave. CITY: Hayden STATE: I D zip: 83835 CONTACT PERSON NAME: Mike Smith PHONE: 208-762-9106 CONTRACTORNAME: Viking Builders, LLC. FAX: 208-7624507 CELL: 509-661-5126 MAILING ADDRESS: 2605 W. Hayden Ave. CITY: Hayden STATE: ID zIP: 83835 PHONE: 208-762-9106 FAX: 208-762-4507 CELL: CONTRACTOR LICENSE #: 602-978-207 EXPIRES: 9-30-2014 CITY BUSINESS LICENSE #: ❑✓ Residential Driveway ❑✓ Existing Curb & Gutter ❑ Culvert Installation ❑ --Other Conditions: PROJECT DESCRIPTION (Please Provide Site Sketch) O Commercial/Industrial Driveway ❑ Rural Road Section ❑ Sidewalk Repair/Construction U4) -tel 4 '/.0e)-) 4-1Col Bond/Insurance certification must be on file with the City. DISCLAIMER 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 J Lv_ \,'iisIt_t Date: 5-7-14 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: ['Sidewalk 5 ft wide 8 ft from back of curb ✓❑Streetside Swale Drainage Ditch _ Drywell (show location on sketch) _Other (please describe below) wi z' 0-1 CCI ai CURB 1 w zcrI 0I a1 DISTANCE FROM NEAREST PROPERTY LINE MAY BE LEFT OR RIGHT SIDE) FT (SEE TABLE) 6'6 CONCRETE APPROACH 1---4'-4—THROAT WIDTH WING (SEE TABLE) STREET NAME FT I WING HODGES ROAD STREET WITH CURB DISTANCE FROM NEAREST PROPERTY LINE MAY BE LEFT OR RIGHT SIDE) F FT (SEE TABLE) ASPHALT APPROACH CURB RETURN IF CORNER LOT, DISTANCE FROM CURB RETURN n FT SSS��,,E TABLE) W�"a l4 Via'% iii; o 9 dli CSVF'.,... 15' RAD(t. S R.;DIUS UB t L- I RETURN NII CORNER LOT, DISTANCE FROM RADIUS RETURN 0 FT (SEE TABLE) EDGE OF J ASPHALT �---THROAT WIDTH nFT ----1 (SEE TABLE) STREET NAME STREET WITH ASPHALT EDGE Approach Requirements: • Maximum 2 approaches per property frontage; one on arterials. DE -001: V-1 Page 2 of 2 Residential Approaches Commercial Approaches Distance from Curb/Radius Return 15' minimum 75' minimum Separation between Approaches (measured from centerline to centerline of each approach) None specified See Page 7-27 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 typical 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 S 2 In d 0 i-' 0 Z _v 5 O U I C) o) z d cn2 v u d i d J tn Ul tl'1 7 0 N N u v O d / 6 6 • \ -p O m cn 0 -1 o 0 0 * r V 1 5' SIDEWALK 5' .:.,:,DJPPED.:�. 23.4' \. r '..17! pWYr'' ' ' \ A \,\\\\\\. \ A. _...50.00' x'. HODGES RD TYPICAL POND "A" 3 4 LOT 5/BLOCK 4 102 S HODGES RD COVEY GLEN NORTH - PHASE 1 SUB -02-12 DRAWN BY: CPK DESIGNED BY: MJK CHECKED BY: ACS DATE: 10/03/2013 APPOVEI FOH CONSTRUCT O\ BY eff DATE /o/e3,l13 TYPICAL POND "A" 18" DEPTH © DRIVEWAY 16" DEPTH © PROPERTY LINE M2-Ao(4-baa DRIVEWAY NOTE: BUILDER SHALL INSTALL DIPPED DRIVEWAY PER CITY OF SPOKANE VALLEY STREET STANDARD PLAN R-111 PRIOR TO CERTIFICATE OF OCCUPANCY AT LOCATION SHOWN. DRIVEWAY REVISIONS WILL REQUIRE AN ENGINEERS REVIEW. Z O 0 10 20 40 SCALE IN FEET g 6impson En sneers Inc. CIVIL ENGINEERS & LAND SURVEYORS N, 909 ARG❑NNE R❑AD, SPOKANE VALLEY WA., 99212-2789 PHONE (509) 926-1322 FAX (509) 926-1323 1 Founded 1946 TYPICAL SECTION: DRAINAGE SWALE BETWEEN DIPPED DRIVEWAYS 1.5' 1.5' DIPPED CONCRETE DRIVEWAY PER SVSS STD. PLAN No. R-111 SWALE BOTTOM MAX. 1% SLOPE SEE DRAINAGE SWALE DETAIL FOR NOTES COVEY GLEN NORTH - PHASE 1 SUB -02-12 DRAWN BY: CPK DESIGNED BY: MJK CHECKED BY: ACS DATE: 10/03/2013 DIPPED CONCRETE DRIVEWAY PER SVSS STD. PLAN No. R-111 CONCRETE APRON PER STD. PLAN No. R-111 TYPICAL SECTION: DRAINAGE SWALE "A" SWALE ENTRY 3' MIN. 2.0' R.O.W. LINE SWALE WITH SOD LOP, SWALE FLOOR VARIES — 3' MIN. N \tio'f (l(apl3'fn1ma z 5' SIDEWALK \---SWALE FLOOR TO BE LEVEL TYPICAL SECTION: DRAINAGE SWALE "B" SWALE ENTRY SWALE FLOOR MIN 2.75' VARIES - MIN 3.25' STRUCTURE GRATE , 5' SIDEWALK 2.0' Op, LINE SWALE WITH SOD vt \ At \ atk A CII t� .fP.. S�OpE g•. SLOPE GRASS TO TOP OF DRYWELL SWALE FLOOR TO BE LEVEL TYPICAL DRAINAGE SWALE NOTES 1. MINIMUM 12" DEPTH FROM TOP OF CURB TO SWALE BOTTOM WHEN NO DRYWELL IS PRESENT 2. MINIMUM 15" DEPTH FROM TOP OF CURB TO SWALE BOTTOM WHEN DRYWELL IS PRESENT 3. WHEN SWALE DEPTH VARIES. EXPOSE 6" OF BACK OF CURB AS NEEDED TO MAINTAIN POND BOTTOM WIDTH AND 3:1 SIDE SLOPES 4. BUILDER SHALL INSTALL SOD OR HYDROSEED SWALE AND IRRIGATION SYSTEM BEFORE CERTIFICATE OF OCCUPANCY CAN BE ISSUED 5. SEE SHEET 1 FOR POND BOTTOM DIMENSIONS 6. POND DEPTH IS TO BE PER TYPICAL SECTION UNLESS SHOWN ON SHEET 1 AP CO P SOV \ STL. D FOH CTIO\ 6impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N. 909 ARG❑NNE ROAD, SPOKANE VALLEY WA„ 99212 PHONE <509) 926-1322 FAX <509) 926-1323 Founded 1946 2 SITE PLAN SCALE: 1" = 20' - 0" 0 LOT 5 BLOCK 4 COVEY GLEN NORTH PHASE 1 SPOKANE VALLEY, WASHINGTON 0 50.000' PROPERTY LINE LOT AREA = 6,250 S.F. 20' MIN. REAR SETBACK PROPOSED': CONCRETE',. PATIO t�I�Y (2-.2014-'00p 9 2014 CSV PER VV,,T CENTER PROPOSED SINGLE FAMILY RESIDENCE NO EXISTING OR PROPOSED ACCESSORY STRUCTURES AT THIS TIME. PROPOSED CONCRETE PORCII & WALK 20' MIN. FRONT SETBACK 101 UTILITY EASEMENT ;1`4) UNDE GROUND POWER 13 BORDER EASEM ENT ! SIDEWALK io h io 50,000' PROPERTY LINE 1T-2 ---- REV. POWER TO RUN UNDER DRIVEWAY r 102 S. HODGwS ROAD CURB 0 ___ HODGESROAD BUYER APPROVAL VIKING APPROVAL LOT TO BE GRADED TO RETAIN RUNOFF WATER FROM HOUSE ON LOT. This site plan is being submitted for the purpose of obtaining a building permit and is a true and correct representaion of the propsal. All known property line/dimensions, curb lines, structures and easements have been identified. Also indicated are wetlands, bodies of water, steep slopes or other critical areas. Signed9441771WWr i' 9. f Date: 5-6-14 MILLER-CIMARRON