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HomeMy WebLinkAboutR-389601w Q z F_ U w O a 0 00 Q0 00 n 0 L) U V) Q Ln 00 0 N 1P Q) E 0 0 7 0 I 0 v r` N i 0 i O N 1-1 U) 0 O O N i (D L� LEGAL DESCRIPTION PARCEL A: THE EAST 230 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY WASHINGTON. EXCEPT: THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR S. E. 128TH STREET BY DEED RECORDED UNDER RECORDING NUMBER 5849731. PARCEL B: THE EAST 330 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY WASHINGTON. EXCEPT: THE EAST 230 FEET THEREOF. ALSO EXCEPT: THE NORTH 190 FEET THEREOF. SURVEYOR'S NOTES: 1. BASIS OF BEARINGS IS THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. SAID LINE BEARS N 88°07' 59" W AS MEASURED FROM KING COUNTY AND THE CITY OF RENTON HORIZONTAL CONTROL POINTS AS NOTED HEREON. 2. THE BASIS OF THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY WAS DERIVED FROM MEASUREMENTS TAKEN ON MARCH 2007. WE UTILIZED CITY OF RENTON MONUMENTS IN CONJUNCTION WITH WCCS MONUMENTS TO DETERMINE THE HORIZONTAL DATUM OF NAD 83/91 AND VERTICAL DATUM OF NAVD 88 ADJUSTED TO OUR SURVEY CONTROL NETWORK. THE VALUES OF THOSE FINDINGS ARE DEPICTED HEREON. 3. KING COUNTY HORIZONTAL AND VERTICAL CONTROL POINTS USED FOR THIS SURVEY WERE NUMBERED 6113, 2823, 6177, 2822, 6138 (COR 1851), 2821 AND 6139. 4. ORIGINAL SURVEY CONTROL AND SITE TOPOGRAPHY PERFORMED N 2007, ADDITIONAL OFF-SITE TOPOGRAPHY SHOWN HEREON PERFORMED IN AUGUST 2014 5. A CURRENT TITLE REPORT WAS NOT PROVIDED FOR REVIEW. EASEMENTS AND OTHER SERVITUDES, IF ANY, ARE NOT SHOWN. SPECIAL NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL WET AND DRY UTILITIES THAT ARE CAPPED. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES TO ENSURE THIS OCCURS. 2. ONSITE WATER EASEMENT REQUIRED PRIOR TO BEGINNING CONSTRUCTION. ERC MITIGATION MEASURES: 1. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL STUDY CONDUCTED BY GEOTECH CONSULTANTS, INC. DATED MAY 29TH, 2014. CONDITIONS OF APPROVAL 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURE ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED JANUARY 26, 2015. 2. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REVISED LANDSCAPE PLAN TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. THE REVISED LANDSCAPE PLAN SHALL DEPICT THE FOLLOWING: A. ADDITIONAL SCREENING SHRUBS AND LANDSCAPING IN PLACE OF THE LAWN IN FRONT OF THE BUILDING, ADDITIONAL INTERIOR PARKING LOT LANDSCAPING WITH NO MORE THAN 50 FEET BETWEEN PARKING STALLS ALONG THE WEST BUILDING ELEVATIONS; B. ADDITIONAL FULLY SIGHT -OBSCURING TREES TO THE NORTH END OF THE DETENTION POND AND A COMBINATION OF TREES AND SHRUBS AROUND ALL SIDES OF THE POND; AND C. ADD PLANTER BOXES FOR LARGE PLANTER POTS) ALONG THE WEST ELEVATION OF THE BUILDING TO THE SECONDARY ENTRANCE OF THE LODDY/OFFICE FROM THE PARKING LOT. THE REVISED LANDSCAPING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 3. THE APPLICANT SHALL BE REQUIRED TO REVISE THE PARKING PLAN TO INCLUDE NO MORE THAN 18 SURFACE PARKING STALLS. THE ELIMINATED PARKING STALLS SHALL BE REPLACED WITH INTERIOR LANDSCAPE ISLANDS ALONG THE WEST FACADE OF THE BUILDING.. 4. THE APPLICANT SHALL SUBMIT BICYCLE PARKING DETAIL DEMONSTRATING COMPLIANCE WITH THE BICYCLE REQUIREMENTS OUTLINED IN RMC 4-4-080F. THE BICYCLE PARKING DETAIL SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 5. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A WOOD, SPLIT -RAIL FENCE ALONG THE WEST SIDE OF THE STREAM AND WETLAND BUFFERS WITH THE APPROPRIATE LEVEL OF STREAM AND WETLAND PROTECTION SIGNAGE. THE PROPOSED FENCE DETAIL SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 6. THE APPLICANT SHALL PROVIDE A MINIMUM OF 1,328 SQUARE FEET OF PEDESTRIAN -ORIENTED SPACE NEAR NE 4TH STREET. THE PROPOSED PEDESTRIAN -ORIENTED SPACE SHALL BE SHOWN ON A REVISED LANDSCAPING PLAN AND REVISED SITE PLAN AND EACH SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 7. THE APPLICANT SHALL BE REQUIRED TO PROVIDE SEATS OR BENCHES ALONG THE FRONT OF NEAR THE STREET FACING FACADE OF THE BUILDING WHICH COMPLIES WITH THE DESIGN DISTRICT STANDARDS. THE SEARING SHALL BE OF DURABLE, VANDAL -RESISTANT AND WEATER-RESISTANT MATERIALS THAT DO NOT RETAIN RAINWATER AND CAN BE REASONABLY MAINTAINED OVER AN EXTENDED PERIOD OF TIME THAT DO NOT IMPEDE OR BLOCK PEDESTRIAN ACCESS TO PUBLIC SPACES OR BUILDING ENTRIES. THE SEATING LOCATION SHALL BE INDICATED ON THE REVISED SITE PLAN AND A DETAIL SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 8. THE APPLICANT SHALL BE REQUIRED TO PROVIDE WINDOWS WITHIN THE STAIRCASES ON THE WEST AND EAST FACING FACADES. THE PROPOSED ELEVATIONS SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 9. THE APPLICANT SHALL BE REQUIRED TO PAINT ALL ROLL -UP DOORS VISIBLE FROM THE EXTERIOR OF THE BUILDING GRAY (OR EQUIVALENT COLOR). THE PROPOSED PAINT SWATCH SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 10.THE APPLICANT SHALL BE REQUIRED TO SUBMIT A CONCEPTUAL SIGN PACKAGE WHICH INDICATED THE APPROXIMATE LOCATION AND SIZE OF ALL EXTERIOR BUILDING SIGNAGE. PROPOSED SIGNAGE SHALL BE COMPATIBLE WITH THE BUILDING'S ARCHITECTURE AND EXTERIOR FINISHES. THE CONCEPTUAL SIGN PACKAGE SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 11.THE APPLICANT SHALL BE REQUIRED TO SUBMIT A LIGHTING PLAN WHICH COMPLIES WITH THE DESIGN DISTRICT STANDARDS. THE PLAN SHALL INDICATE THE LOCATION OF EXTERIOR/ORNAMENTAL LIGHTING TO BE ATTACHED TO THE BUILDING, AND ANY SURFACE PARKING LIGHTING, INCLUDING SPECIFICATIONS OF THE LIGHT FIXTURES. THE LIGHTING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. ASBUILT COVER SHEET STORAGE ONE ON 4TH EXPANSION -I - N.E. 4 �TBEET - o-- ---___________________ �_ L-- --- b H SOILS REPORT NOTES ...----- 1. THE FOLLOWING SOILS REPORT WAS PREPARED FOR THE SITE: �� 1- - - GEOTECHNICAL ENGINEERING STUDY - PROPOSED STORAGE FACILITY RENTON, WA -�, 1001. . GEOTECH CONSULTANTS, INC. / 13256 NORTHEAST 20TH STREET, SUITE 16 BELLEVUE, WASHINGTON 98005 425-747-5618 REPORT NO. JN14175 DATED MAY 29, 2014 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN ENGINEERS. 4. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS REPORT. 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN BID PROPOSAL. SHEET INDEX C1 OF 25 ASBUILT COVER SHEET C2 OF 25 EXISTING SURVEY C3 OF 25 CML SITE PLAN/HORIZONTAL CONTROL PLAN C4 OF 25 TEMPORARY EROSION CONTROL AND SEDIMENTATION PLAN C5 OF 25 ASBUILT GRADING PLAN C6 OF 25 ASBUILT COMPOSITE UTILITY PLAN C7 OF 25 ASBUILT STORM DRAINAGE PLAN C8 OF 25 ASBUILT STORM DRAINAGE PLAN/PROFILE SITE AREA C9 OF 25 ASBUILT STORM POND PLAN AND DETAILS CONTACTS: W rOWNER: z URBAN SELF STORAGE, INC. 918 SOUTH HORTON STREET #1000 SEATTLE, WA 98134 CONTACT: TRAVIS AMECHE Q PHONE: (206) 322-4868 EXT. 104 W UL ENGINEER: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH PROJECT KENT, PHONE:: ( (425)25) 2 251-6222 LIMITS CONTACT: JASON G. HUBBELL, P.E. EMAIL: JHUBBELLQBARGHAUSEN.COM SOILS ENGINEER: GEOTECH CONSULTANTS, INC. 13256 NORTHEAST 20TH ST, SUITE 16 BELLEVUE, WA 98005 CONTACT: THOR CHRISTENSEN, P.E. PHONE: (425) 747-5618 C10 OF 25 GRADING PROFILES EXISTING SITE AREA=79,894 SF / 1.83 AC. EXISTING IMPERVIOUS AREA= 15,624 SF C11 OF 25 POND AND RAIN GARDEN PROFILES AREA DISTURBED DURING CONSTRUCTION= 64,324 SF / 1.48 AC C12 OF 25 ASBUILT WATER AND SANITARY SEWER PLAN TOTAL IMPERVIOUS AREA AFTER PROJECT= 35,810 SF = 0.82 AC C13 OF 25 WATER PROFILES NET NEW IMPERVIOUS AREA DUE TO PROJECT= 20,186 SF C14 OF 25 ASBUILT NE 4TH STREET IMPROVEMENT PLAN SITE ADDRESS: C15 OF 25 SITE CONSTRUCTION DETAILS 4815 NE 4TH AVE C16 OF 25 CONSTRUCTION NOTES RENTON, WA 98059 C17 OF 25 WATER DETAILS C18 OF 25 STORM DETAILS C19 OF 25 CONSTRUCTION DETAILS C20 OF 25 CONSTRUCTION DETAILS C21 OF 25 ASBUILT CONSTRUCTION DETAILS C22 OF 25 CONSTRUCTION DETAILS 0 UTILITY CONFLICT NOTE: SURVEYOR: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 CONTACT: BRIAN GILLOOLY, P.L.S. EMAIL: BGILLOOLY@BARGHAUSEN.COM UTILITY CONTACTS: POWER: PUGET SOUND ENERGY 3130 S 38TH ST TACOMA, WA 98409 PHONE: (888) 321-7779 CONTACT: TBD GAS: PUGET SOUND ENERGY 3130 S 38TH ST TACOMA, WA 98409 PHONE: (888) 321-7779 CONTACT: TBD PHONE: CENTURYLINK 1550 NEWPORT WAY NW ISSAQUAH, WA 98027 PHONE: (206) 345-0173 CONTACT: DENA KLUDSIKOFSKY CABLE: COMCAST CABLE CORPORATION 410 VALLEY AVE NW, SUITE 12, BLDG C PUYALLUP, WA 98341 PHONE: (253) 288-7535 CONTACT: JERRY STEELE COMMERCIAL ARTERIAL (CA) CRITICAL AREAS *CLASS III WETLAND *CLASS IV STREAM TAX PARCEL NUMBERS 1523059002 (PARCEL A) 1523059178 (PARCEL B) U0U Know what's below. Call before you dig. ASBUILT SURVEY BY: BARGHAUSEN CONSULTING ENGINEERS, INC. DATED: 5/31/2018 LEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) FROPOSED TESC DETAILS EXISTING PROPOSED STREET LIGHTS Approved by: 4 OF 25 C24 LUMINAIRE (LUM.) PROPOSED SANITARY SEWER Date: G❑ YARD LIGHT CHANNE ON DETAILS 0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH POWER METER PROPOSED WATER LINE W -0- POWER POLE 1111 WASHINGTON STREET S.E. N ® JUNCTION BOX (AS NOTED) UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS P.O. BOX 47060 ® DATE - PROPOSED FIRE HYDRANT OLYMPIA, WASHINGTON 98504-7060 L1.00 CATCH BASIN (CB) UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT ® STORM MANHOLE (SDMH) PROPOSED GATE VALVE N 0 SANITARY SEWER MANHOLE (SSMH) L1.01 PLANTING PLAN o CLEANOUT (AS NOTED) DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND L1.02 Q GAS METER PROPOSED TYPE II CATCH BASIN O GAS VALVE CITY OF SUMNER ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH �Q WATER VALVE (WV) PROPOSED TYPE I CATCH BASIN I CONSTRUCTION. I RESPONSIBILITY OF THE CONTRACTOR. FIRE HYDRANT(FH) / CONNECTION(FDC) Y Y ® WATER MANHOLE PROPOSED STORM DRAINAGE LINE ® WATER METER 1 BLOW -OFF / AIRVAC SIGN ® MONITOR WELL DIRECTIONAL ARROW PROPOSED SANITARY SEWER CLEANOUT SURVEY MONUMENT (AS NOTED) BENCHMARK SECTION CORNER (AS NOTED) 23.2 PROPOSED SPOT ELEVATIONS FOUND REBAR/CAP (AS NOTED) MATCH EXISTING ELEVATION ±ME ❑ p FOUND LEAD/TACK SIDEWALK ELEVATION SW SURVEY CONTROL STATION ROOF DOWN SPOUT LOCATION DS R PROPERTY LINE PROPOSED FINISHED GRADE CONTOURS - - - - - -(�. � DO - - - - - - HANDICAP RIPRAP PAD d CONCRETE GRAVEL/SAND (AS NOTED) .. HEAVY DUTY ASPHALT // BUILG N X HAIDNIN LINK FENCE PROPOSED FENCE WOOD FENCE BARBED WIRE FENCE ° a �� HOGWIRE FENCE PROPOSED CONCRETE ° - w - WATER LINE G GAS LINE -T(xx)- OVERHEAD/UNDERGROUND TEL. LINE -P(xx)- OVERHEAD/UNDERGROUND PWR. LINE MODULAR GRID PAVEMENT -SID STORM LINE ss SEWER LINE 0 TREE WALL/ROCKERY P WETLAND DATA PLOT PERVIOUS PAVEMENT SURVEY MONUMENT (ASNOT) DD) FOUND RBAR/CAP(AS CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE NPDES PERMIT NUMBER: WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND WAR304097 REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190 C23 OF 25 TESC DETAILS CAUTION Approved by: 4 OF 25 C24 TAIL 1FSC DETAILS Approved by: Date: WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES OF 25 CHANNE ON DETAILS 0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH PUBLIC LAND SURVEY OFFICE 0 CN 0 CN 0 CN OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE 1111 WASHINGTON STREET S.E. N Approved by: coCN UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS P.O. BOX 47060 LANDSCAPE PLANS DATE - SHALL INCLUDE CALLING UTILITY LOCATE Q 811 AND THEN POTHOLING ALL OF THE EXISTING OLYMPIA, WASHINGTON 98504-7060 L1.00 TREE RETENTION PLAN AND WORKSHEET UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT PAGE: CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR L1.01 PLANTING PLAN a THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND L1.02 LANDSCAPE DETAILS OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. AND THE AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE CITY OF SUMNER ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE ILLUMINATION PLANS Y I CONSTRUCTION. I RESPONSIBILITY OF THE CONTRACTOR. IL1 OF 3 ILLUMINATION PLAN SURVEYED- IL2 OF 3 ILLUMINATION DETAILS DESIGNE - IL3 OF 3 ILLUMINATION SPECIAL PROVISIONS DRAWN: KEH RDC/KEH CHECKED- KEH NO. REVISION BY DATE APPR ��JGH SCALE. VERTICAL. NAVO 1988 1 " = 100' HORIZONTAL. NAD 1983/1991 CITY OF RENTON ONE INCH DATUM AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY z 0 W 44� nG GO Q� ENGIXA_ 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Ow < 0 0- LUchqRT W ~ 2 � 03 Q zaW� OQzW z�� W 0 0) 0 Q �� GUY 'PC�I)i WASy/ A, � r N Z 38950 p �4 �NAL��ENG\��, 6/11/2018 )w IE w w w w w V Y Y W Y `1 `1 `1 Ln z W w 0 W _ U w 0 N zw CD w o o a V) o z o Ln w (D z U W 00 o o C2,U w Q U w z � z W O J of OU M W W Z LJ �_ �' w z Q Of w O Q U Ir 0 o m E� o o w I -- r) U (n m LLJ �LLJ �LLJ O d J N� Q N U) U) a > m o m m afW W W af a a0©ODuDae Project #: 12740 ress: 4815 NE 4TH AVE RENTON, WA CITY OF RENTON Approved by: Date: COVER SHEET Approved by: Date: 'y 0 C-4 0 CNNCN 0 0 0 0 CN 0 CN 0 CN Date: Cn N Approved by: coCN 00 DATE - Permit N O . U15008468 FIELDBOOK. PAGE: 00 00 -f a t\D t\D t\D Ca Y Y Y Y Y Y Y Y )w IE w w w w w V Y Y W Y `1 `1 `1 Ln z W w 0 W _ U w 0 N zw CD w o o a V) o z o Ln w (D z U W 00 o o C2,U w Q U w z � z W O J of OU M W W Z LJ �_ �' w z Q Of w O Q U Ir 0 o m E� o o w I -- r) U (n m LLJ �LLJ �LLJ O d J N� Q N U) U) a > m o m m afW W W af a a0©ODuDae Project #: 12740 ress: 4815 NE 4TH AVE RENTON, WA 4815 NE 4TH AVE =°F R-389601 CITY OF RENTON Approved by: Date: COVER SHEET Approved by: Date: Drawing No.: Approved by: Date: C1 of 25 Approved by: Date: AS BUILT S TORAGE ONE ON 4TH EXPANSION DATE - Permit N O . U15008468 FIELDBOOK. PAGE: DRA*NG NO. 4815 NE 4TH AVE =°F R-389601