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HomeMy WebLinkAboutR-432401p • 1• U 0 0 0 z z N 3 0 N W a 0 z N N U U 1-1 z p z w z z 0 z x W zz J Renton ® Uval,ma -.neon Garden Inn I .nh an Jim, Hendrix Memonal^t� 'nD0 RTN Heritage Park Best western Plus Rail Inn Leisure Estates ell Moblle Home Park a /j� Sunnydale Mobile - HOme PaHl I O N MEADOWS nlnn I on -Seattle Vly Medl © sea s - �E. h BENSON HILL QQ a huan First W3` G utlwara Singh U East Ramon Highlands - Lb- H oh Srhool 0 Maplewood col( Clo-e If PROJECT SITE MAPLEWDOD I --gh H,gn Scnooi Fa mo d L b- [y Q feway sE9..o.1,,,., FA RW OC[ Falmood Meeker Middle School© St Stephen the Martyr SE 192n1A sE 1- Sr SE 192nd s. Q SE 192na s� Csoogle VICINITY MAP NOT TO SCALE CONSULTANTS ARCHITECT: K+ ARCHITECTS 10317 8TH AVE NE SEATTLE, WA 98125 (509) 336-9200 CONTACT: JOHN KAY CIVIL: PACLAND 6814 GREENWOOD AVENUE N. SEATTLE, WA 98103 (206) 522-9510 CONTACT: WILLIS LIU JEFF CHAMBERS, P.E. SURVEYOR: SAM 15241 NE 90TH ST, SUITE 100 REDMOND, WA 98052 (425) 823-5700 CONTACT: ZANE NALL, PLS GEOTECHNICAL CONSULTANT: ASSOCIATED EARTH SCIENCES INCORPORATED 911 5TH AVE KIRKLAND, WA 98033 (425) 827-7701 CONTACT: BRUCE GUENZLER, L.E.G. BASIS OF BEARINGS HELD A BEARING OF NORTH 78'42'42" WEST BETWEEN KING COUNTY MONUMENT DESIGNATION 3960 & 3961. HORIZONTAL DATUM NAD '83/'11 - WASHINGTON STATE PLAN NORTH ZONE. VERTICAL DATUM NAVD '88 PER CITY OF RENTON BENCH MARK DESIGNATION NO. 2677. N I I mmkll 6814 Greenwood Ave N T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM BENCH MARK ORIGINATING BENCHMARK: CITY OF RENTON BENCH MARK ID NO. 2677 - BRASS DISC WITH PUNCH IN CONCRETE MONUMENT AT CENTERLINE OF CEDAR RIVER TRIAL, ±350 FEET WEST OF INTERSECTION OF SR169 AND 131ST AVE SE. ELEVATION: 81.4206 ADDITIONAL BENCHMARKS: PER KING COUNTY POINT DESIGNATION 3961 FOUND PUNCH IN 3" BRASS DISK IN CONCRETE MONUMENT STAMPED "KING COUNTY SURVEY MONUMENT 3961 1995" ELEVATION: 31.54 AND KING COUNTY POINT DESIGNATION 3960 FOUND PUNCH IN 3" BRASS DISK STAMPED "KING COUNTY SURVEY MONUMENT 3960 1995" ELEVATION: 103.48 TEMPORARY BENCHMARKS: TBM 'A' TOP OF FOUND PUNCH IN 3" BRASS DISK IN CONCRETE MONUMENT STAMPED "KING COUNTY SURVEY MONUMENT 3961 1995" ELEVATION: 106.42 TBM 'B' SET REBAR AND RED AXIS CONTROL CAP t3.5' SOUTHEASTERLY OF NORTHEAST CORNER OF DRIVEWAY FOR 14937 MAPLE VALLEY HWY. ELEVATION: 104.54 TBM 'C' RR SPIKE IN W. FACE OF UTILITY POLE ELEVATION: 108.00 TBM 'D' RR SPIKE IN W. FACE OF UTILITY POLE ELEVATION: 107.32 S7E �SSIONAL Zt EW LIFE CHURCH OFFICE ADDITION VI CI. CONt;TRUCTION II PER�/ RENTON, KING COUNTY, WASHINGTON LEGAL DESCRIPTION THAT PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE SOUTH MARGIN OF THE RENTON-MAPLE VALLEY HIGHWAY, AS ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING NO. 1760648; EXCEPT THAT PORTION OF SAID WEST HALF DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID SECTION 23 WITH THE SOUTH MARGIN OF SAID HIGHWAY; THENCE SOUTH 75'42'00" EAST ALONG SAID MARGIN 390.27 FEET, TO AN EXISTING FENCE; THENCE SOUTH 13'01'15" EAST ALONG SAID FENCE 1,010.22 FEET; THENCE NORTH 75'42'00" WEST 139.00 FEET; THENCE SOUTH 13'42'00" WEST 274.24 FEET TO THE WEST LINE OF SAID SECTION 23; THENCE NORTH 02*08'15" EAST ALONG SAID WEST LINE 1,313.66 FEET TO THE POINT OF BEGINNING; AND EXCEPT ANY PORTION LYING WITHIN THE PARCEL OF LAND CONVEYED TO LOUIS A. WOHLMAN AND STELLA WOHLMAN, HIS WIFE, BY DEED RECORDED DECEMBER 4, 1958 UNDER RECORDING NO. 4970773; AND EXCEPT ANY PORTION THEREOF LYING WITHIN THE PARCEL OF LAND CONVEYED TO MARION K. DAVIS BY REAL ESTATE CONTRACT AND FULFILLMENT DEED RECORDED DECEMBER 20, 1961 AND DECEMBER 2, 1964 UNDER RECORDING NOS. 5366494 AND 5817922; AND EXCEPT THE EAST 20 FEET OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23, LYING SOUTHERLY OF THE RENTON-MAPLE VALLEY HIGHWAY AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 251237; AND EXCEPT THE NORTH 20 FEET OF THE EAST 20 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23 AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 251237; AND EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 702958; AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 9001041071; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR SR 169 BY DEED RECORDED UNDER RECORDING NO. 9303312386; E NO. PERMIT REVISIONS #1 UTILITIES STORMWATER CITY OF RENTON 1055 S GRADY WAY, 6TH FLOOR RENTON, WA 98057 WATER/SEWER CEDAR RIVER WATER & SEWER DISTRICT 18421 SE PETROVITSKY RD RENTON, WA 98058 ELECTRIC: PUGET SOUND ENERGY CONTACT: TBD COMMUNICATIONS: COMCAST 410 VALLEY AVE NW PUYALLUP, WA CONTACT: IAN HULSEY SITE DATA ZONE: R-14 (RESIDENTIAL 14 DU/AC) RC (RESOURCE CONSERVATION) PARCEL NO.: 232305-9021 SITE AREA: 55.14 ACRES (0.58 ACRES OF TOTAL DISTURBED AREA) OWNER NEW LIFE CHURCH 15711 152ND AVE SE RENTON, WA 98058 (425) 226-0880 CONTACT: CAL CARPENTER APPLICANT PACLAND 6814 GREENWOOD AVENUE N. SEATTLE, WA 98103 (206) 522-9510 CONTACT: WILLIS LIU JEFF CHAMBERS, P.E. REVISION CONDITIONS OF LAND USE PERMIT (LUA23-0003300) 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED JUNE 3, 2024: A. THE APPLICANT SHALL COMPLY WITH THE RECOMMENDATIONS OF THE SUBSURFACE EXPLORATION, GEOTECHNICAL ENGINEERING, AND STORMWATER INFILTRATION FEASIBILITY REPORT, PREPARED BY ASSOCIATED EARTH SCIENCES, INC. DATED JANUARY 31, 2024, AND ANY FUTURE ADDENDA. B. THE APPLICANTS GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECTS CONSTRUCTION AND BUILDING PERMIT PLANS TO VERIFY COMPLIANCE WITH THE GEOTECHNICAL REPORT(S). THE GEOTECHNICAL ENGINEER SHALL SUBMIT A SEALED LETTER STATING THEY HAVE REVIEWED THE CONSTRUCTION AND BUILDING PERMIT PLANS AND IN THEIR OPINION THE PLANS AND SPECIFICATIONS MEET THE INTENT OF THE REPORT(S). C. THE APPLICANT SHALL SUBMIT AN INADVERTENT DISCOVERY PLAN (IDP) PREPARED BY A QUALIFIED PROFESSIONAL PRIOR TO THE START OF ANY CONSTRUCTION. THE APPLICANT SHALL PROVIDE NOTIFICATION TO TRIBES' CULTURAL COMMITTEE PRIOR TO THE START OF CONSTRUCTION. 2. THE APPLICANT SHALL SUBMIT AN UPDATED LANDSCAPE PLAN PREPARED BY A LICENSED LANDSCAPE ARCHITECT OR NURSERYMAN THAT DEMONSTRATES SITE -WIDE COMPLIANCE WITH THE LANDSCAPE REGULATIONS IN RMC 4-4-070. THE UPDATED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ISSUANCE OF A BUILDING PERMIT. 3. THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH THE REFUSE AND RECYCLING SIZE, LOCATION, AND SCREENING REQUIREMENTS PRIOR TO ISSUANCE OF A BUILDING PERMIT. 4. THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH THE BICYCLE PARKING REQUIREMENTS PRIOR TO ISSUANCE OF A BUILDING PERMIT. 5. THE APPLICANT SHALL SUBMIT A LIGHTING PLAN WITH THE BUILDING PERMIT APPLICATION THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY AND CREATES VISUAL INTEREST TO THE BUILDING AND SITE. PEDESTRIAN SCALED LIGHTING SHALL BE PROVIDED AT THE PRIMARY ENTRANCE AND ACCENT LIGHTING ON BUILDING FACADES. IN ADDITION, THE PARKING AREA SHALL ALSO CONTAIN ADEQUATE LIGHTING TO ENSURE SAFETY AND SECURITY. THE LIGHTING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 6. THE APPLICANT SHALL SUBMIT A SITE -WIDE PEDESTRIAN CIRCULATION PLAN THAT SPECIFICALLY IDENTIFIES A CONNECTION BETWEEN THE PROPOSED BUILDING AND THE MAIN CAMPUS BUILDING. THE PEDESTRIAN CIRCULATION PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. GENERAL NOTES 1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, CURRENT DOT SPECIFICATIONS, AND LOCAL AGENCY STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY SAM, DATED AUGUST 2024. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS, INCLUDING ANY UTILITIES THAT WERE NON -LOCATABLE AND/OR UNMARKED, SUCH AS PVC, CLAY, HDPE, OR CONCRETE, PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THIS MAY INCLUDE POTHOLING, SCOPING, OR GRAVITY PENETRATING RADAR (GPR) AT THE CONTRACTOR'S EXPENSE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 4. ALL NECESSARY INSPECTION AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 5. SITE WORK FOR THIS PROJECT SHALL BE CONSTRUCTED PER THE APPROVED, SIGNED CONSTRUCTION PLANS. ELECTRONIC FILES SHALL NOT BE CONSIDERED CONSTRUCTION DOCUMENTS UNLESS SPECIFICALLY STATED AS SUCH AND HANDLED IN ACCORDANCE WITH THE BID DOCUMENTS. SIGNED PAPER PLANS SHALL TAKE PRECEDENCE OVER ELECTRONIC FILES. 6. THE CONTRACTOR SHALL MAINTAIN A SET OF THE CONSTRUCTION PLANS ON -SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 7. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD A DETAILED AS -BUILT SURVEY FOR THE FOLLOWING SITE CONSTRUCTION IMPROVEMENTS: • ALL REVISIONS TO THE CITY APPROVED CONSTRUCTION PLANS. • ALL UNDERGROUND UTILITIES INCLUDING BUT NOT LIMITED TO STORMWATER, SANITARY SEWER, WATER, ELECTRICAL, ETC. PROVIDE RIM AND INVERT ELEVATIONS FOR ALL STORMWATER AND SANITARY STRUCTURES. It SPOT ELEVATIONS FOR ALL CURB RAMPS, ADA PARKING AND ACCESSIBLE ROUTES FROM THE BUILDING TO THE RIGHT-OF-WAY AND FROM PARKING AREAS TO THE BUILDING. PACLAND 1/27/2025 ZLN oaaen� WL MB w�®JAC BY DATE APPR 8WM AS SHOWN Oli NON l� !ILL JOKE F wa oK Mox JOKE AOOOIE+11i1Y w�mo we 0M DATUM CITY OF RENTON Planning/Building/Public Works Dept. SW1/4OFS237T23N, R 5 E DRAWING INDEX SHEET NO. DRAWING TITLE CV-1.0 COVER SHEET CV-1.1 PACLAND GENERAL NOTES CV-1.2 CITY OF RENTON NOTES 1 OF 5 TOPOGRAPHY SURVEY 2 OF 5 TOPOGRAPHY SURVEY 3 OF 5 TOPOGRAPHY SURVEY 4 OF 5 TOPOGRAPHY SURVEY 5 OF 5 TOPOGRAPHY SURVEY D-1.0 OVERALL DEMOLITION AND ESC PLAN D-1.1 DEMOLITION AND ESC PLAN D-1.2 DEMOLITION AND ESC PLAN D-1.3 DEMOLITION AND ESC PLAN DR-1.1 OFF -SITE DEMOLITION AND ESC PLAN DR-1.2 OFF -SITE DEMOLITION AND ESC PLAN D-2.0 EROSION CONTROL DETAILS D-2.1 EROSION CONTROL DETAILS C-1.0 OVERALL SITE PLAN C-1.1 SITE PLAN C-1.2 SITE PLAN C-1.3 SITE PLAN CR-1.1 OFF -SITE IMPROVEMENTS PLAN CR-1.2 OFF -SITE IMPROVEMENTS PLAN CH01 CHANNELIZA11ON PLAN CH02 CHANNELIZA11ON DETAILS IL01 ILLUMINATION NOTES AND LEGEND IL02 ILLUMINATION PLAN IL03 ILLUMINATION DETAILS IL04 ILLUMINATION DETAILS TS01 TRAFFIC SIGNAL GENERAL NOTES & LEGEND TS02 TRAFFIC SIGNAL MODIFICATION PLAN TS03 TRAFFIC SIGNAL TERMINATIONS TSO4 TRAFFIC SIGNAL POLE CHART TDO1 TRAFFIC SIGNAL DETAILS TD02 TRAFFIC SIGNAL DETAILS C-2.0 OVERALL GRADING AND DRAINAGE PLAN C-2.1 GRADING AND DRAINAGE PLAN C-2.2 GRADING AND DRAINAGE PLAN C-2.3 GRADING AND DRAINAGE PLAN CR-2.1 OFF -SITE GRADING AND DRAINAGE PLAN CR-2.2 OFF -SITE GRADING AND DRAINAGE PLAN C-3.0 OVERALL UTILITY PLAN C-3.1 UTILITY PLAN C-3.2 UTILITY PLAN C-3.3 UTILITY PLAN CR-3.1 OFF -SITE UTILITY PLAN CR-3.2 OFF -SITE UTILITY PLAN P200 UNDERGROUND PLUMBING PLAN C-5.0 SANITARY SEWER DETAILS C-6.0 STORM DRAINAGE DETAILS C-6.1 STORM DRAINAGE DETAILS C-7.0 WATER DETAILS C-7.1 WATER DETAILS C-7.2 WATER DETAILS C-8.0 PAVING AND SITE DETAILS C-8.1 SITE DETAILS CR-9.0 OFF -SITE DETAILS CR-9.1 OFF -SITE DETAILS CR-9.2 OFF -SITE DETAILS L1.00 OVERALL SITE PLAN L1.01 PLANTING PLAN BUILDING L1.02 LANDSCAPE PLAN FRONTAGE L1.03 PLANTING PLAN PARKING LOT L1.04 PLANTING DETAILS L1.05 PLANT IMAGES L2.00 OVERALL IRRIGATION PLAN L2.01 BUILDING IRRIGATION PLAN L2.02 FRONTAGE IRRIGATION PLAN L2.03 IRRIGATION DETAILS 1 OF 2 SITE PHOTOMETRIC PLAN 2 OF 2 LUMINAIRE SCHEDULE R-432401 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Ln 7- N 0 0 N U 0 0 0 0 N Q SURFACE WATER UTILITY DEVELOPMENT ENGINEERING �' _ IL JFarah 03/11/2025 yqi 03/18/2025 W U REGIONAL FIRE AUTHORITY 711REW" APPROVED cthomas 03/11/2025 U NEW LIFE CHURCH /27/2025 W 15711 152N D AVE SE �asooie awwa wk COVER SHEET CV-1 .0 w ■@i! 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