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Home My WebLink AboutR-435407LO Ict It 0 W CONTACT INFORMATION ENGINEER LPD ENGINEERING, PLLC 1932 FIRST AVENUE, SUITE 500 SEATTLE, WA 98101 CONTACT: MARC SERVIZI PHONE: (206) 725-1211 EMAIL: MARCS@LPDENGINEERING.COM WEBSITE: WWW.LPDENGINEERING.COM APPLICANT/OWNER RENTON REGIONAL FIRE AUTHORITY 18002 108TH AVE SE RENTON, WA 98055 CONTACT: DANIEL ALEXANDER PHONE: (425) 276-9500 ARCHITECT: TCA ARCHITECTURE PLANNING, INC. 6211 ROOSEVELT WAY NE SEATTLE, WA 98115 CONTACT: BRIAN HARRIS, MICHELLE LANGREHR PHONE: (206) 522-3830 SITE DATA UTILITY SERVICE PROVIDERS SEWER AND STORMWATER CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98057 PHONE: (425) 430-6400 WATER KING COUNTY WATER DISTRICT #90 15606 SE 128TH STREET RENTON, WA 98059 PHONE: (425) 255-9600 SURVEYOR AHBL, INC. 2215 N. 30TH ST, SUITE 300 TACOMA, WA 98403 CONTACT: DAVID FOLLANSBEE PHONE: (253) 383-2422 LANDSCAPE ARCHITECT AHBL, INC 1200 6TH AVE, SUITE 1620 SEATTLE, WA 98101 CONTACT: MEREDITH SESSIONS PHONE: (206) 267-2425 PARCEL NUMBER: 366450-0007, 366450-0008, 366450-0009, 366450-0330 PROJECT ADDRESS: 15815 SE 128TH STREET RENTON, WA 98059 SITE AREA: 3.40 ACRES DISTURBED AREA: 3.00 ACRES EXISTING IMPERVIOUS AREA: 0.16 ACRES GROSS IMPERVIOUS AREA: 1.72 ACRES FUTURE EXPANSION IMPERVIOUS AREA: 0.05 ACRES NET NEW IMPERVIOUS AREA: 1.61 ACRES IMPERVIOUS SURFACE COVERAGE BASED ON GROSS IMPERVIOUS AREA (%): 50% LEGAL DESCRIPTION THE EAST 228 FEET OF THE WEST 234 FEET OF LOT 1, BLOCK 1; TOGETHER WITH THE SOUTH 133 FEET OF THE WEST 63 FEET OF LOT 1, BLOCK 1; TOGETHER WITH LOTS 6, 7, 8 AND 9, BLOCK 4; ALL IN JANETT'S RENTON BOULEVARD TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE 60, RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF THE 16.00 FOOT WIDE ALLEY LYING BETWEEN LOTS 6, 7, 8, AND 9, BLOCK 1, AND THE EAST 228 FEET OF THE WEST 234 FEET OF LOT 1, BLOCK 1, ALL IN JANETT'S RENTON BOULEVARD TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE 60, RECORDS OF KING COUNTY, WASHINGTON, VACATED BY ORDINANCE NO.-------------, AND RECORDED UNDER KING COUNTY RECORDING NUMBER . EXCEPT THE NORTH 12 FEET OF SAID LOTS 6, 7, 8 AND 9 CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 5726494. SITUATE IN THE NW QUARTER OF THE NE QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M., KING COUNTY, WASHINGTON. CONDITIONS OF APPROVAL SEC 14, TWP 23N, R 5E, W.M. RRFA NEW FIRE STATION NO, 16 15815 SE 128TH STREET, RENTON, WA 98059 m rNm SE 124TH ST PROJECT SITE SE 12�SH P� NE 4TH ST SE 128TH ST SE 128TH ST SE 12811-f ST sE 128rH sr = N t o m � + > SE 130TH ST M m D SE 131ST ST ,N„ SE 132ND ST SE 132ND ST SE 132ND PL N SE 133RD ST o A SE 134TH ST �^ SE 134TH ST D A fq SE 135TH ST SE 135TH ST �^ VICINITY MAP 1 " = 500' FOR THE REASONS IDENTIFIED IN THE CONCLUSIONS OF LAW, ABOVE, ALL APPLICABLE REVIEW CRITERIA FOR THE APPLICANT'S SITE PLAN, CONDITIONAL USE PERMIT AND MODIFICATION REQUEST ARE MET BY THE PROPOSAL AND THE APPLICATIONS ARE APPROVED AS DEPICTED IN THE CONCEPTUAL PLAN SET (EXHIBIT 2), SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON — SIGNIFICANCE MITIGATED, DATED JANUARY 27, 2025: A. CONSTRUCTION ON THE PROJECT SITE SHALL COMPLY WITH THE RECOMMENDATIONS OF THE SUBMITTED GEOTECHNICAL REPORT, PREPARED BY GEOENGINEERS, INC., DATED AUGUST 5, 2022, AND ANY FUTURE ADDENDA. B. THE APPLICANT' S GEOTECHNICAL ENGINEER SHALL SUBMIT A SEALED LETTER STATING THAT HE/SHE HAS REVIEWED THE CIVIL CONSTRUCTION AND BUILDING PERMIT PLANS AND IN THEIR OPINION THE PLANS AND SPECIFICATIONS MEET THE INTENT OF THE REPORT(S). C. THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL PROVIDE NOTES ON THE CONSTRUCTION AND BUILDING PERMIT PLANS IDENTIFYING WHEN ON— SITE GEOTECHNICAL ENGINEER SUPERVISION OF CONSTRUCTION EVENTS IS RECOMMENDED. D. THE APPLICANT SHALL SUBMIT AN INADVERTENT DISCOVERY PLAN PREPARED BY A QUALIFIED PROFESSIONAL WITH THE CIVIL CONSTRUCTION PERMIT FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 2. THE LOT COMBINATION AND ALLEY VACATION SHALL BE COMPLETED AND RECORDED PRIOR TO THE ISSUANCE OF A TEMPORARY OR FINAL CERTIFICATE OF OCCUPANCY FOR THE PROPOSED FIRE STATION AND MAINTENANCE BUILDING. 3. A DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW. THE DETAILED LANDSCAPE PLAN SHALL INCLUDE BUT NOT BE LIMITED TO: STREET TREES AND GROUND COVER WITHIN THE STREET TREE PLANTING STRIP, AND THE TEN— FOOT (10') ONSITE LANDSCAPE STRIP REQUIRED ALONG THE STREET FRONTAGES SHALL BE LANDSCAPED WITH A MIX OF TREES, SHRUBS, AND GROUND COVER. THE DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL. 5. THE REFUSE AND RECYCLABLES DEPOSIT AREA SHALL BE RELOCATED SUCH THAT THE SERVICE AREA WOULD NOT BE LOCATED WITHIN 50 FEET (50') OF A PROPERTY CURRENTLY OCCUPIED WITH A RESIDENTIAL USE OR LOCATE THE REFUSE AND RECYCLING WITHIN THE FIRE STATION BUILDING. A REVISED SITE PLAN SHOWING THE NEW LOCATION OF THE REFUSE AND RECYCLABLES DEPOSIT AREA SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL. 6. REVISED ARCHITECTURAL ELEVATIONS SHALL BE SUBMITTED AT THE TIME OF BUILDING PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. THE REVISED ELEVATIONS SHALL INCLUDE A MORE PROMINENT, PRIMARY PEDESTRIAN ENTRANCE AND SHALL INCLUDE ARCHITECTURAL TREATMENT TO THE APPARATUS BAYS TO REDUCE THEIR VISUAL IMPACT. 7. THE APPLICANT SHALL SUBMIT A DETAILED LIGHTING PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES. PEDESTRIAN SCALE AND DOWN— LIGHTING SHALL BE USED IN ALL CASES TO ASSURE SAFE PEDESTRIAN AND VEHICULAR MOVEMENT. THE LIGHTING PLAN SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 8. A REVISED SITE PLAN SHALL BE PROVIDED SHOWING THE LOCATION OF THE REQUIRED BICYCLE PARKING AND A BICYCLE PARKING DETAIL BE PROVIDED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 9. AN UPDATED TIA SHALL BE SUBMITTED TO ANALYZE THE EMERGENCY TRAFFIC CONTROL SIGNAL WARRANTS AND DETERMINE IF A SIGNAL IS WARRANTED. BASED ON THE DETERMINATION OF A SIGNAL WARRANT ANALYSIS, THE TIA SHALL RE —ASSESS THE RECOMMENDATION TO SHIFT THE SPEED LIMIT TRANSITION TO THE EASTERN PROPERTY BOUNDARY. THE UPDATED TIA SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE DEVELOPMENT ENGINEERING PLAN REVIEWER. 10. THE APPLICANT SHALL REVISE THE TECHNICAL INFORMATION REPORT, EX. 5, TO CONFORM TO FLOW CONTROL REQUIREMENTS FOR TDA 2 AS DETERMINED BY CITY STAFF. SHEET INDEX SHEETNO. SHEET TITLE C-100 COVER SHEET C-101 TESC & DEMOLITION PLAN C-102 TESC & DEMOLITION PLAN C-102A TESC & DEMOLITION PLAN ALT 1 C-103 TESC & DEMOLITION DETAILS C-104 TESC & DEMOLITION NOTES C-105 TESC & DEMOLITION NOTES C-201 GRADING PLAN C-202 GRADING PLAN C-202A GRADING PLAN ALT 1 C-203 DRAINAGE PLAN C-204 DRAINAGE PLAN C-204A DRAINAGE PLAN ALT 1 C-205 GRADING AND DRAINAGE DETAILS C-206 GRADING AND DRAINAGE DETAILS C-207 GRADING AND DRAINAGE DETAILS C-208 GRADING AND DRAINAGE DETAILS C-209 GRADING AND DRAINAGE DETAILS C-210 GRADING AND DRAINAGE DETAILS C-211 GRADING AND DRAINAGE DETAILS C-212 DRIVEWAY PROFILES C-213 DRAINAGE PROFILES C-214 DRAINAGE PROFILES C-215 DRAINAGE PROFILES C-215A DRAINAGE PROFILES ALT 1 C-216 RAMP DETAILS C-216A RAMP DETAILS ALT 1 C-401 PAVING & UTILITY PLAN C-402 PAVING & UTILITY PLAN C-402A PAVING & UTILITY PLAN ALT 1 C-403 PAVING & UTILITY DETAILS C-403A PAVING & UTILITY DETAILS ALT 1 C-404 PAVING & UTILITY DETAILS C-405 PAVING & UTILITY DETAILS C-500 WATER COVER C-501 WATER PLAN C-502 WATER PLAN C-502A WATER PLAN ALT 1 C-503 WATER DETAILS C-504 WATER CONNECTION DETAILS C-600 OFFSITE SEWER KEY PLAN C-601 OFFSITE SEWER TESC & DEMOLITION PLAN C-602 OFFSITE SEWER AND ROAD RESTORATION PLAN C-603 OFFSITE SEWER AND ROAD RESTORATION PLAN C-604 OFFSITE SEWER AND ROAD RESTORATION PLAN C-605 SEWER PLAN C-605A SEWER PLAN ALT 1 C-606 SEWER PLAN C-607 SEWER PROFILES C-608 SEWER DETAILS C-609 SEWER DETAILS VERTICAL DATUM NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. BASIS OF BEARINGS NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. SURVEYORS NOTES 1. FENCES ALONG THE EAST AND WEST LINE CROSS PROPERTY LINE. 2. BUILDINGS CROSS SOUTHERN AND EASTERN PROPERTY LINE ONTO ADJACENT PARCEL. REFERENCE 1. ROS AFN 9303199002 (R1) 2. PLAT OF JANETT'S RENTON BOULEVARD TRACTS" VOL. 17 OF PLATS, PG. 60, RECORDS OF KING COUNTY, WA T ARCHITECTURE + PLANNING + DESIGN 6211 ROOSEVELT WAY NORTHEAST SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 1932 First Ave Suite 500 1 MM Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc www.lpdengine r`Vm 00 T O sF C) WASiy� PERMIT RESUBMITTAL No. Description 6 City Comments Project Title: 0 to J r m ZW Ov Z �a aZ ~ W WZ 5a LL.� 0 J Q z O 0 w z 0 z LL Sheet Title: COVER SHEET Scale: As indicated Project No. Date Sheet Number: 08/21/2025 00 O O O O N C'0 O O O N Q Z) J Date: 8/21 /2025 Z 0 z w 4. A FINAL TREE RETENTION AND REPLACEMENT PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW. THE FINAL TREE RETENTION AND REPLACEMENT PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL. R-435407