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Home My WebLink AboutzR-4268setSECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 00 to co N N I 1 ti N N 1 CL & F- to 1 CD 1 LU F- LU z Q 0. ti ti H LU LAKE WASHINGTON r m NE SUNSET BLVD �P PROJECT,y SITE a°5 y Z n � a N 8TH ST y � v Z 0 D zm z m N 6TH ST z VICINITY MAP N TS OWNER/DEVELOPER WEST77 PARTNERS 3300 N TRIUMPH BLVD, SUITE 100 LEHI, UT 84043 (801) 448-2079 CONTACT: AARON CONVERSE GOVERNING AGENCIES CITY OF RENTON 1055 SOUTH GRADY WAY, 6TH FLOOR RENTON, WA 98057 (425) 430-7200 CONSULTANTS CIVIL: NAVIX ENGINEERING 11235 SE 6TH STREET, SUITE 150 BELLEVUE, WA 98004 CONTACT: JASON GREEN (425) 458-7934 CONTACT: JENELLE TAFLIN, P.E. (425) 458-7896 ARCHITECT: BRR ARCHITECTURE, INC. 2200 6TH AVE, SUITE 523 SEATTLE, WA 98121 (206) 393-5355 CONTACT: CULIN THOMPSON, AIA, LEED GREEN ASSOC. LANDSCAPE: JGM LANDSCAPE ARCHITECTS 12610 NE 104TH ST KIRKLAND, ST 98033 (425) 454-5723 CONTACT: CRAIG LEWIS SURVEYOR: AXIS SURVEYING & MAPPING 15241 NE 90TH STREET REDMOND, WA 98052 (425) 823-5700 X309 CONTACT: ZANE NALL, PLS UTILITIES WATER/SEWER/STORM: CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY RENTON, WA 98057 (425) 430-7439 CONTACT: YONG QI POWER AND NATURAL GAS: PUGET SOUND ENERGY 355 110TH AVE NE BELLEVUE, WA 98004 (888) 225-5773 TELECOMMUNICATION: CENTURY LINK 208 10655 NE 4TH STREET BELLEVUE, WA 98004 (425) 949-1162 PLANNING CITY OF RENTON PLANNING DIVISION 1055 SOUTH GRADY WAY RENTON, WA 98057 (425) 430-7289 CONTACT: CLARK CLOSE BUILDING CITY OF RENTON BUILDING DEPARTMENT 1055 SOUTH GRADY WAY RENTON, WA 98057 (425) 430-7290 CONTACT: ROB SHUEY FIRE RENTON REGIONAL FIRE AUTHORITY 18002 108TH AVE S.E. RENTON, WA 98055 (425) 430-7024 CONTACT: COREY THOMAS CSWPP SUPERVISOR CLEAR WATER SERVICES 2525 WEST CASINO ROAD, SUITE 7A EVERETT, WA 98204 (425) 412-5700 (CSWPP SUPERVISOR MAY CHANGE UPON SELECTION OF CONTRACTOR) E CD EXISTING LEGEND I N N CALCULATED MONUMENT LOCATION YARD DRAIN 0 `V .°. FOUND 'X' SCRIBED IN CONCRETE < CULVERT C-� FOUND QUARTER CORNER FIRE HYDRANT U OCENTER OF SECTION mIcV IRRIGATION CONTROL VALVE ® FOUND MONUMENT IN CASE ® MONITOR WELL ® POWER STUB ® POST INDICATOR VALVE 0 oI z POWER JUNCTION BOX ® WATER METER w © POWER VAULT m WATER VALVE i 0--0 STREET LIGHT Ow WATER MANHOLE m SIGNAL VAULT Ka GAS VALVE o POWER TRANSFORMER ® SOIL LOG/TEST PIT cf) 0 FIBER OPTICS MANHOLE SIGN o (D TELECOMMUNICATIONS MANHOLE BOLLARD ® TELECOMMUNICATIONS JUNCTION BOX RIGHT TURN ARROW CE:::::- TRAFFIC SIGNAL POLE LEFT TURN ARROW ® TRAFFIC SIGNAL BOX 0 o ss SANITARY SEWER CLEANOUT12"C CEDAR Of � SANITARY SEWER MANHOLE CATCH BASIN 12"COT COTTONWOOD co o SD STORM DRAIN CLEANOUT �❑ STORM DRAIN MANHOLE 12"D DECIDUOUS0 m SD SD t c- w- GAS GAS - CIVIL CONSTRUCTION PERMIT APPLICATION CD co CNI PARK AVENUE NORTH, RENTON, WASHINGTON 98057CD eq SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. �" DATUM/BASIS OF BEARINGS VERTICAL: NAVD '88 BASIS OF BEARINGS: HELD N89°28'22"W BETWEEN THE WEST QUARTER CORNER AND CENTER OF SECTION 8, T. 23 N., R. 5 E., W.M. (PER LAKESHORE LANDING 2 BSP REC. NO. 20100602900006) BENCHMARKS ORIGINATING BENCHMARK: CITY OF RENTON MONUMENT NO. 1847, TOP OF FND NAIL IN 4"X4" CONIC MON IN CASE, DN. 0.3' 65' W. OF RR TRACKS & 10' N. OF CURB ON S. SIDE OF N. 8TH ST. (STATE PLANE COORDINATES N183823.10/E1303496.93) ELEVATION: 37.84' (27.844) TEMPORARY BENCHMARKS: TBM-A: TOP OF RIM - METRO SEWER @ SOUTHWEST CORNER OF SITE. ELEVATION: 30.81' TBM-B: FND 'X' IN CONV. W/LATH "PROP. COR. @ "X" ALONG SOUTHERLY LOT LINE ±315' E. OF SOUTHWEST CORNER OF SITE. ELEVATION: 28.73' LEGAL DESCRIPTION (SURVEYOR) LOT 5A-2, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-10-020-LLA, AS RECORDED UNDER RECORDING NUMBER 20100602900006, TOGETHER WITH THOSE CERTAIN BENEFICIAL RESTRICTIONS AS CONTAINED WITHIN DOCUMENT ENTITLED "DECLARATION OF RESTRICTIONS" RECORDED DECEMBER 10, 2019 UNDER RECORDING NUMBER 20191210001654. RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. GENERAL NOTES (NAVIX) SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, THE CITY OF RENTON STANDARD SPECIFICATIONS, AND THE A.P.W.A. STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. 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 ALTA/NSPS LAND TITLE SURVEY FOR TOPGOLF - RENTON LANDING, DATED 11/21/19 AND CAD RECORD DRAWING FILES FROM THE COMPLETED TOPGOLF PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS 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. 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. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. DITCH LINE SANITARY SEWER LINE EXISTING SANITARY SEWER PIPE STORM DRAIN LINE STORM DRAINAGE PIPE POWER LINE CABLE LINE WATER LINE EXISTING WATER LINE GAS LINE CHAIN LINK FENCE LINE (CLFNC) CONCRETE PAVING ASPHALT PAVING BUILDINGS GRAVEL SURFACE SITE DATA PARCEL NUMBER: OVERLAY DISTRICT. ZONING: EXISTING USE: PROPOSED USE: 0886610010 URBAN DESIGN DISTRICT C URBAN CENTER-2 (UC-2) VACANT LOT COMMERCIAL BUILDING SETBACKS: FRONT YARD - 15' MIN. AND 20' MAX. REAR YARD - 0' MIN. AND 0' MAX. ** SIDE YARD - 0' MIN. AND 0' MAX. ** ** 15' IF LOT ABUTS LOTS ZONED RESIDENTIAL SITE AREAS LOT AREA = 72,895 SF (1.67f AC) EXISTING ON LOT: IMPERVIOUS = 40,136 SF (0.92t AC) PERVIOUS = 32,759 SF (0.75f AC) DISTURBED SITE AREAS: TOTAL = 49,077 SF (1.13f AC) EXISTING: IMPERVIOUS = 47,293 SF (1.09f AC) PERVIOUS = 1,784 SF (0.04f AC) PROPOSED: BUILDING = 15,220 SF (0.35f AC) IMPERVIOUS = 23,330 SF (0.54f AC) PERVIOUS = 10,527 SF (0.24f AC) TOTAL = 49,077 SF (1.13f AC) PERCENTAGE OF LOT COVERED BY STRUCTURES = 32%. 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: SCALE: Z. N ALL VERTICAL: NAVD 1988 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET DESIGNED: HORIZONTAL: NAD 1983/1991 0 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET J.GREEN/D.RIDDLE DRAWN: ® 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET J.GREEN D.RIDDLE 4 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL S ONE INCH DATUM B J.TAFLIN J.GREEN IF NOT ONECNCH NO. REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY SHEET INDEX SHEET SHEET NUMBER SHEET TITLE 1 OF 41 CVR-1 COVER SHEET 2 OF 41 C-0.1 NOTES 3 OF 41 C-0.2 NOTES 4 OF 41 C-0.3 EXISTING CONDITIONS PLAN 5 OF 41 D-1.0 DEMOLITION PLAN 6 OF 41 D-2.0 T.E.S.C. PLAN 7 OF 41 D-2.1 T.E.S.C. DETAILS 8 OF 41 D-2.2 T.E.S.C. DETAILS 9 OF 41 C-1.0 OVERALL SITE IMPROVEMENT PLAN 10 OF 41 C-1.1 SITE IMPROVEMENT PLAN 11 OF 41 C-1.2 SITE DETAILS 12 OF 41 C-1.3 SITE DETAILS 13 OF 41 C-1.4 SITE DETAILS 14 OF 41 C-1.10 HORIZONTAL CONTROL PLAN 15 OF 41 C-1.11 FIRE TRUCK MANUVERING PLAN 16 OF 41 C-2.0 GRADING PLAN 17 OF 41 C-2.1 GRADING DETAILS 18 OF 41 C-3.0 STORM DRAINAGE PLAN 19 OF 41 C-3.1 STORM DRAINAGE PROFILES 20 OF 41 C-3.2 STORM DRAINAGE DETAILS 21 OF 41 C-3.3 STORM DRAINAGE DETAILS 22 OF 41 C-4.0 WATER PLAN 23 OF 41 C-4.1 WATER PROFILES 24 OF 41 C-4.2 WATER DETAILS 25 OF 41 C-4.3 WATER DETAILS 26 OF 41 C-4.4 WATER DETAILS 27 OF 41 C-4.5 WATER DETAILS 28 OF 41 C-5.0 SANITARY SEWER PLAN 29 OF 41 C-5.1 SANITARY SEWER PROFILES 30 OF 41 C-5.2 SANITARY SEWER DETAILS 31 OF 41 C-6.0 FRANCHISE UTILITY PLAN 32 OF 41 C-6.1 WET UTILITY CROSSINGS LANDSCAPE PLANS 33 OF 41 L-1.0 HOTEL DETAILED PLANTING PLAN AND SCHEDULE 34 OF 41 L-2.0 HOTEL PLANTING DETAILS 35 OF 41 L-3.0 HOTEL SITE AMENITY DETAILS 36 OF 41 L-4.0 HOTEL SITE AMENITY PLAZA 37 OF 41 L-5.0 HOTEL IRRIGATION PLAN AND SCHEDULE 38 OF 41 L-6.0 HOTEL IRRIGATION DETAILS LIGHTING PLANS 39 OF 41 SL01 PHOTOMETRIC PLAN 40 OF 41 SL02 LIGHTING DETAILS 41 OF 41 E1.0 ELECTRICAL SITE PLAN NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com 12/07/2Q23 S-426801 W-426801 I R-426801 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY Ar, FDEVELOPIMENT ENGINEERING JFarah 12/15/2023 12/20/2023 EAPPROVED ONAL FIRE AUTHORITY AG EWASTEEWATER UTILITY thomas 12/18/2023 o�4[FIgEpJt! well 12/19/2023 WEST77 PARTNERS DATE:12.07.2023 CITY OF � L I VAWAY HOTEL PAIELDBOOK: GE RENTON PARK AVENUE NORTH DRAWING NO: Planning/Building/Public works Dept. RENTON, WA 98057 CVR-1 COVER SHEET SHEET: 1 OF. 41 to O O O 0 N Q M J L0 to M 0 O N N U.1 ii LU z H Q IIL ti I- LU SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 00 to co N IN qlT N N CL w W LU F_ LU Z Q a. ti H LU i r O V Q N 0 N 0 N 0 U a� 0 U 0 0 0 I n LLJ i co cr 0 N i r` r` co aD i 0 aD i O Q' W i m DEMOLITION NOTES (NAVIX) 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON -SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. 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 ALTA/NSPS LAND TITLE SURVEY FOR TOPGOLF - RENTON LANDING, DATED 11/21/19 AND CAD DESIGN FILES FROM THE COMPLETED TOPGOLF PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS 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 AND/OR ELEVATION 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. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 4. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE LIMITS OF WORK UNLESS OTHERWISE NOTED. ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE CODES. ALL COST SHALL BE INCLUDED IN BASE BID. 5. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. 6. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES, VALVE BOXES, VAULT LIDS AND UTILITY ACCESS STRUCTURES WHICH ARE TO REMAIN TO FINISH GRADE WITHIN AREAS AFFECTED BY PROPOSED CONSTRUCTION. SEQUENCE OF CONSTRUCTION (NAVIX) 1. HOLD A PRE -CONSTRUCTION MEETING WITH THE CITY OF RENTON AND OBTAIN REMAINING REQUIRED PERMITS. 2. POST SIGN WITH NAME AND PHONE NUMBER OF CSWPP/ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN.) CSWPPP SHALL BE KEPT ON SITE AT ALL TIMES. 3. ESTABLISH/FLAG LIMITS OF CLEARING AND GRADING. 4. INSTALL INLET PROTECTION ON ALL EXISTING STORM DRAINAGE STRUCTURES TO REMAIN. 5. INSTALL TEMPORARY SILT FENCING. 6. INSTALL STABILIZED CONSTRUCTION ENTRANCES, WHEEL WASH AREAS, AND HAUL ROADS. 7. HAVE T.E.S.C. MEASURES INSPECTED BY THE CITY PRIOR TO ANY ADDITIONAL SITE DISTURBANCE. 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 9. CLEAR, GRUB, AND ROUGH GRADE SITE. 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPT 30) OR TWO DAYS DURING THE WET SEASON (OCT 1 TO APR 30) WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 11. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 12. SEED. SOD, STABILIZE, OR COVER ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 13. INSTALL PERMANENT STORM DRAINAGE SYSTEM NEEDED TO CONNECT TO CITY SYSTEM. 14. INSTALL INLET PROTECTION ON ALL NEW STORM DRAINAGE STRUCTURES. 15. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 16. INSTALL CURBING, UTILITIES, AND OTHER SITE IMPROVEMENTS AND CONSTRUCT RIGHT-OF-WAY IMPROVEMENTS. 17. FINISH GRADING SITE FOR PAVING ACTIVITIES. 18. PAVE SITE. 19. COMPLETE SITE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. 20. REMOVAL ALL T.E.S.C. MEASURES ONLY AFTER THE SITE IS DEEMED COMPLETELY STABILIZED BY THE INSPECTOR. SOIL AMENDMENT NOTE ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: 1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE. 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL 3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS: a. THE ORGANIC CONTENT FOR 'PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE COMPOST SPECIFICATION FOR BIORETENTION (REFER TO SECTION C.2.6) WITH THE EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% BIOSOLIDS OR MANURE. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 40% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1. THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. b. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING "A)" ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING THE LIMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAC 173-350-220. 4. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. GENERAL EROSION CONTROL NOTES (NAVIX) 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION. 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION AND THE SITE IS STABILIZED. 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE. DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE OWNER AND/OR CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 5. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. 6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, STRAW BALES, SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING 1 /2 ITS MAXIMUM POTENTIAL DEPTH. 7. AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. 8. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTION DRAWINGS ON SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 10. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. 11. THIS APPROVED "TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN" MUST BE IMPLEMENTED PRIOR TO ANY SITE WORK. SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION. 12. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 13. MAXIMUM SLOPES SHALL BE 3:1 HORIZ: VERT FOR FILL SLOPES, AND 3:1 HORIZ: VERT FOR CUT SLOPES, WITH THE EXCEPTION OF RIGHT-OF-WAY. 2:1 IS THE MAXIMUM ALLOWED SLOPE FOR WORK WITHIN THE RIGHT-OF-WAY. 14. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN 60 DAYS SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH. 15. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE CONSTRUCTED AT THE TOP OF LONG, STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES A WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED. IN ADDITION, SLOPES SHOULD BE STABILIZED IN ACCORDANCE WITH ITEM (17) ABOVE. 16. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 17. REFER TO PROJECT SPECIFICATIONS FOR STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE. 18. PH SAMPLING MAY BE REQUIRED IF PROJECT INCLUDES MORE THAN 40 CUBIC YARDS OF POURED OR RECYCLED CONCRETE. 19. IF SAMPLING REVEALS HIGH PH LEVELS, CONTRACTOR SHALL IMPLEMENT BMP C252 TO NEUTRALIZE THE PH LEVELS. SITE NOTES (NAVIX) 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF EXIT PORCHES, SIDEWALKS, RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. DIMENSIONS SHOWN REFER TO FACE OF CURB, EDGE OF PAVEMENT, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 4. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD OR LIGHT DUTY PAVEMENT UNLESS OTHERWISE NOTED. 5. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. 6. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. 7. ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COAT. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) 8. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDE, UNLESS OTHERWISE NOTED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. GRADING NOTES (NAVIX) 1. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 4. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE UBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 5. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 6. ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 7. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. 8. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 9. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. 10. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 11. FOR LAYOUT INFORMATION REFER TO THE HORIZONTAL CONTROL PLAN. WATER NOTES (NAVIX) 1. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. 2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL METALS. 3. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. 4. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1-INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1-1/4" - 2" DIAMETER IN ANY PUBLIC MAIN OR AS REQUIRED PER CITY STANDARD DETAILS. 5. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. 6. A DEPTH OF 36" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED FOR PIPES 10" IN DIAMETER AND LESS. 6. A DEPTH OF 48" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED FOR PIPES 12" IN DIAMETER AND GREATER. MAXIMUM COVER FOR ALL WATER LINES SHALL BE 60". 7. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 8. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 9. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. 10. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. STORM DRAINAGE NOTES (NAVIX) 1. 2. 3. 4. 5. 6. 7. 8 iU WA ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE DUCTILE IRON PIPING, OR APPROVED EQUAL TO SUSTAIN H-20 LOADING. ALL ONSITE STORM DRAINAGE PIPE SHALL BE CORRUGATED POLYETHYLENE PIPE (CPE) - TRIPLE WALL, OR OTHER CITY -APPROVED MATERIAL PER 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL TABLE 4.2.1.A2. PIPES SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOW LINE OF GUTTER (WHERE APPLICABLE). CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED ACCORDING TO CITY OF RENTON STANDARDS. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT, UNLESS OTHERWISE SHOWN IN THE CATCH BASIN DETAIL. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS TO PROPOSED STORM DRAINS AS SHOWN. SANITARY SEWER NOTES 1. ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. 2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE D3034 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 6" AND OF SCHEDULE D3034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MUST BE PROPERLY MARKED AT ENDS. 3. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFILLING. 4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED AND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. 5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND. GENERAL NOTES (CITY OF RENTON) 1. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL ENGINEERING SERVICES REPORT, PREPARED BY GEOENGINEERS ON OCTOBER 29, 2019, OR AN UPDATED GEOTECHNICAL REPORT APPROVED BY THE PLAN REVIEWER AT A LATER DATE. 2. THE APPLICANT SHALL PERMANENTLY ABANDON ALL ONSITE MONITORING WELLS AND SHALL BE CONSISTENT WITH THE RECOMMENDATIONS OF THE PHASE II: LIMITED SITE INVESTIGATION REPORT, PREPARED BY PROFESSIONAL SERVICES INDUSTRIES, INC., DATED JUNE 11, 2018, OR AN UPDATED REPORT SUBMITTED AT A LATER DATE. 3. THE APPLICANT SHALL REPAIR ANY DAMAGED STREET FRONTAGE INCLUDED, BUT NOT LIMITED TO, EXISTING CEMENT CONCRETE SIDEWALK AND ROADWAY PAVEMENT ALONG LOGAN AVENUE N, N 8TH STREET, AND PARK AVENUE. 4. PER RECORDING NO. 20100803001658. SHORT-TERM STAY HOTELS ARE PERMITTED TO HAVE SLEEPING ROOMS LOCATED AT GRADE LEVEL IF, BUT ONLY IF, THE ENTIRE HOTEL STRUCTURE IS LOCATED ABOVE AN APPROVED VAPOR BARRIER. AN APPROVED VAPOR BARRIER IS A VAPOR BARRIER THAT (1) MEETS THE SPECIFICATIONS SET OUT IN "GUIDANCE FOR COMMERCIAL/INDUSTRIAL BUILDING PASSIVE VAPOR BARRIER DESIGN AND CONSTRUCTION - DOUGLAS PARK DEVELOPMENT, LONG BEACH, CALIFORNIA" PREPARED BY GEOSYNTEC CONSULTANTS FOR BOEING REALTY CORPORATION AND DATED 29 SEPTEMBER 2006; OR (11) IS APPROVED BY DECLARANT IN DECLARANT'S SOLE DISCRETION. NAVIX 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com 12/07/2Q23 S-426802 W-426802 R-426802 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING % yqi 12/20/2023 %J 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: SCALE: WEST77 PARTNERS Z. N ALL VERTICAL: NAVD 1988 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET HORIZONTAL: NAD 1983/1991 CITY OF 0 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET J GREEN/D.RIDDLEPRI LIVAWAY HOTEL ® 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET N RENTON PARK AVENUE NORTH ® J.GREEN D.RIDDLE ONE INCH DATUM 4 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL SCALE RENTON WA 98057 B J.TAFLIN J.GREEN IF NOT ONE INCH Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY NOTES DATE: 12.07.2023 FIELDBOOK: PAGE: C-0.1 SHEET: OF. 2 41 r O 00 N O O M N to O O M N Q M J L0 to M O O O N U.1 ii LU Z F_ Q ti I- LU i SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 to N 0 LU F_ i N O Al u Q N O I r� N O N cD O U U U O O O I n LLJ O co LAND USE CONDITIONS OF APPROVAL (CITY OF RENTON) SEPA MITIGATION MEASURES AND LAND USE CONDITIONS 1. THE APPLICANT SHALL COMPLY WITH THE THREE (3) MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE - MITIGATED (DNS-M), 1. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL ENGINEERING DATED APRIL 4, 2023: SERVICES REPORT, PREPARED BY GEOENGINEERS, INC. ON OCTOBER 29, 2019, AND ANY FUTURE ADDENDA. 2. THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT'S CONSTRUCTION AND BUILDING PERMIT PLANS TO VERIFY A. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL ENGINEERING SERVICES REPORT, PREPARED COMPLIANCE WITH THE GEOTECHNICAL REPORT(S). THE GEOTECHNICAL ENGINEER SHALL SUBMIT A SEALED LETTER OR MEMO BY GEOENGINEERS, INC. ON OCTOBER 29, 2019, AND ANY FUTURE ADDENDA. STATING THAT HE/SHE HAS REVIEWED THE CONSTRUCTION AND BUILDING PERMIT PLANS AND IN THEIR OPINION THE PLANS AND B. THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT'S CONSTRUCTION AND BUILDING PERMIT PLANS TO VERIFY COMPLIANCE WITH THE SPECIFICATIONS MEET THE INTENT OF THE REPORT(S). GEOTECHNICAL REPORT(S). THE GEOTECHNICAL ENGINEER SHALL SUBMIT A SEALED LETTER OR MEMO STATING THAT HE/SHE HAS REVIEWED THE CONSTRUCTION 3. THE APPLICANT SHALL BE SUBJECT TO THE FOLLOWING CONTINGENCY ACTIONS IN THE EVENT IF SUBSURFACE WORK ENCOUNTER AND BUILDING PERMIT PLANS AND IN THEIR OPINION THE PLANS AND SPECIFICATIONS MEET THE INTENT OF THE REPORT(S). SOIL AND/ OR GROUNDWATER CONTAMINATION: C. THE APPLICANT SHALL BE SUBJECT TO THE FOLLOWING CONTINGENCY ACTIONS: A. HAZARDOUS WASTE OPERATIONS WORKER TRAINING, HEALTH/ SAFETY PLAN, AND SITE CONTROL REQUIREMENTS, PER WAC 296-843; I. HAZARDOUS WASTE OPERATIONS WORKER TRAINING, HEALTH/SAFETY PLAN, AND SITE CONTROL REQUIREMENTS, PER WAC 296-843; B. MANAGEMENT OF POTENTIAL CONTAMINATED SOIL AND GROUNDWATER ENCOUNTERED DURING EXCAVATIONS, INCLUDING SAMPLING, II. MANAGEMENT OF POTENTIAL CONTAMINATED SOIL AND GROUNDWATER ENCOUNTERED DURING EXCAVATIONS, INCLUDING SAMPLING, CONTAINMENT, AND CONTAINMENT, AND DISPOSAL AT A PERMITTED FACILITY; AND DISPOSAL AT A PERMITTED FACILITY; AND C. IMPACTS OF THE CONSTRUCTION PROJECT ON ONGOING CONTAMINANT REMEDIATION AT THE SITE, INCLUDING PROCEDURES TO PREVENT DAMAGE TO SITE MONITORING WELLS. III. IMPACTS OF THE CONSTRUCTION PROJECT ON ONGOING CONTAMINANT REMEDIATION AT THE SITE, INCLUDING PROCEDURES TO PREVENT DAMAGE TO SITE MONITORING WELLS. 2. THE MAJORITY OF THE NET FLOOR AREA OF THE HOTEL SHALL BE DEDICATED TO THE RENTAL OF ROOMS FOR TRANSIENT OCCUPANCY FOR SLEEPING PURPOSES IN ADVISORY NOTES (CITY OF RENTON) EXCHANGE FOR PAYMENT, TYPICALLY BASED ON A PER NIGHT AND PER ROOM BASIS, FOR NO MORE THAN THIRTY (30) CONTINUOUS DAYS FOR THE AVERAGE 1. RMC SECTION 4-4-030.C.2 LIMITS HAUL HOURS BETWEEN 8:30 AM TO 3:30 PM, MONDAY THROUGH FRIDAY UNLESS OTHERWISE APPROVED DURATION OF GUEST STAY. BY THE DEVELOPMENT SERVICES DIVISION. 3. THE APPLICANT SHALL RECORD A COVENANT ON THE PROPERTY SPECIFYING THAT THE FACILITY WOULD NOT BE USED OR CONVERTED TO AN ATTACHED RESIDENTIAL 2. COMMERCIAL AND OTHER NONRESIDENTIAL CONSTRUCTION ACTIVITIES SHALL BE RESTRICTED TO THE HOURS BETWEEN SEVEN O'CLOCK (7:00) DWELLING USE. A.M. AND EIGHT O'CLOCK (8:00) P.M., MONDAY THROUGH FRIDAY. WORK ON SATURDAYS SHALL BE RESTRICTED TO THE HOURS BETWEEN 4. THE APPLICANT SHALL COMPLETE A SHORT PLAT OF THE PROPERTY THAT WOULD ALLOW THE EXISTING AND PROPOSED BUILDINGS TO COMPLY WITH REQUIRED NINE O'CLOCK (9:00) A.M. AND EIGHT O'CLOCK (8:00) P.M. NO WORK SHALL BE PERMITTED ON SUNDAYS. BUILDING SETBACKS OF THE URBAN CENTER-2 (UC-2) ZONE PRIOR TO BUILDING PERMIT ISSUANCE. 3. WITHIN THIRTY (30) DAYS OF COMPLETION OF GRADING WORK, THE APPLICANT SHALL HYDROSEED OR PLANT AN APPROPRIATE GROUND COVER OVER ANY PORTION OF THE SITE THAT IS GRADED OR CLEARED OF VEGETATION AND WHERE NO FURTHER CONSTRUCTION WORK WILL 5. THE APPLICANT SHALL SUBMIT A REVISED SITE IMPROVEMENT PLAN THAT DEMONSTRATES COMPLIANCE WITH THE MINIMUM 35 SQUARE FEET OF LANDSCAPING PER OCCUR WITHIN NINETY (90) DAYS. ALTERNATIVE MEASURES SUCH AS MULCH, SODDING, OR PLASTIC COVERING AS SPECIFIED IN THE PARKING SPACE ONSITE. A REVISED SITE IMPROVEMENT PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CURRENT KING COUNTY SURFACE WATER MANAGEMENT DESIGN MANUAL AS ADOPTED BY THE CITY OF RENTON MAY BE PROPOSED BETWEEN ENGINEERING PERMIT APPROVAL. THE DATES OF NOVEMBER 1ST AND MARCH 31 ST OF EACH YEAR. THE DEVELOPMENT SERVICES DIVISION'S APPROVAL OF THIS WORK IS 6. THE APPLICANT SHALL PROVIDE A FINAL DETAILED LANDSCAPE PLAN AND IRRIGATION PLAN WITH THE CONSTRUCTION PERMIT APPLICATION. THE FINAL DETAILED REQUIRED PRIOR TO FINAL INSPECTION AND APPROVAL OF THE PERMIT. LANDSCAPE PLAN AND IRRIGATION PLAN SHALL BE PROVIDED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT 4. A NATIONAL PERMIT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT IS REQUIRED WHEN MORE THAN ONE ACRE IS BEING CLEARED. ISSUANCE. 5. THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE 7. THE APPLICANT SHALL PROVIDE A SPECIAL UTILITY AND LANDSCAPE PLAN SET WITH THE CONSTRUCTION PERMIT SHOWING THE LOCATION OF ALL GROUND MOUNTED ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF UTILITY EQUIPMENT AND IDENTIFY HOW THEY WOULD BE SCREENED FROM PUBLIC VIEW. THE SPECIAL UTILITY AND LANDSCAPE PLAN SET SHALL BE PROVIDED TO, AND ANY TREE TO BE RETAINED. APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 6. THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES, OR ALONG THE PERIMETER OF A STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY 8. THE APPLICANT SHALL COMPLETE A SHARED PARKING EASEMENT AGREEMENT. THE FINAL SHARED PARKING EASEMENT AGREEMENT SHALL BE SUBMITTED TO AND FIFTY FEET (50') INDICATING THE WORDS, "NO TRESPASSING - PROTECTED TREES'OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO TEMPORARY CERTIFICATE OF OCCUPANCY. FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES 9. THE APPLICANT SHALL PROVIDE SECURE BICYCLE PARKING FOR UP TO 13 STALLS. BICYCLE PARKING SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. MOVING NEAR TREES. 10. THE APPLICANT SHALL BE REQUIRED TO SUBMIT REVISED ELEVATIONS FOR THE REFUSE AND RECYCLABLE ENCLOSURE. THE SERVICE ENCLOSURE SHALL INCLUDE SELF -CLOSING DOORS AND HAVE A MINIMUM OPENING WIDTH OF AT LEAST TWELVE FEET (12') FOR HAULERS. THE REVISED DETAILED ELEVATIONS SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 11. THE APPLICANT SHALL SUBMIT A REVISED SITE IMPROVEMENT PLAN THAT DIFFERENTIATES ALL DESIGNATED PATHWAY CONNECTIONS TO OTHER PHASES OF THE MASTER SITE PLAN FROM THE DRIVE AISLE MATERIAL USED THROUGHOUT THE PARKING LOT AREA. THE REVISED SITE IMPROVEMENT PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 12. THE APPLICANT SHALL INCREASE THE WIDTH OF THE INTERIOR CONCRETE SIDEWALK CONNECTION TO THE BUILDING'S EAST MAIN ENTRANCE TO A MINIMUM WALKWAY WIDTH OF EIGHT FEET (8') OF UNOBSTRUCTED WALKING SURFACE. A REVISED SITE IMPROVEMENT PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 13. THE APPLICANT SHALL PROVIDE PUBLIC ARTWORK (OR COMPARABLE) AND SITE FURNITURE ALONG ON PARK AVE N THAT IS MADE OF DURABLE, VANDAL- AND WEATHER -RESISTANT MATERIALS THAT DO NOT RETAIN RAINWATER AND CAN BE REASONABLY MAINTAINED OVER AN EXTENDED PERIOD OF TIME. THE SITE FURNITURE DETAILS SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. PUBLIC ARTWORK SELECTED BY THE APPLICANT WOULD BE REQUIRED TO UNDERGO REVIEW AND APPROVAL FROM THE RENTON MUNICIPAL ARTS COMMISSION. 14. THE APPLICANT SHALL PROVIDE A DETAILED PEDESTRIAN -ORIENTED SPACE PLAN WITH THE CONSTRUCTION PERMIT APPLICATION. THE DETAILED PEDESTRIAN -ORIENTED SPACE PLAN SHALL BE PROVIDED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 15. THE APPLICANT SHALL REPLACE THE SPANDREL GLAZING WITH STOREFRONT WINDOWS THAT CONTAIN CLEAR GLAZING OR PROVIDE COMPARABLE GROUND -LEVEL DETAILS. IN ADDITION, THE APPLICANT SHALL PROVIDE AT LEAST 50 PERCENT OF THE PORTION OF THE GROUND FLOOR FACADE THAT IS BETWEEN 4 FEET AND 8 FEET ABOVE GROUND ON THE NORTH AND SOUTH BUILDING ELEVATIONS OR PROVIDE ADDITIONAL GROUND LEVEL ARTICULATION. THE REVISED DETAILED BUILDING ELEVATIONS SHALL BE PROVIDED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 16. THE APPLICANT SHALL DESIGN THE EAVES AND OVERHANGS IN A MANNER THAT CREATES DESIRABLE SHADOWS, GREATER VISUAL INTEREST, AND STRENGTHENS THE BUILDING DESIGN. REVISED BUILDING ELEVATIONS SHOWING MORE VARIED AND INTERESTING EAVES AND OVERHANGS SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 17.ALL GUESTROOM WINDOWS ABUTTING THE PROPOSED WOOD LOOK FIBER CEMENT SIDING SHALL INCLUDE A MINIMUM OF THREE AND ONE-HALF INCHES (3 1/2") OF TRIM OR SIMILAR AESTHETIC. IN ADDITION, THE APPLICANT SHALL REDUCE THE VISUAL IMPACTS OF THE HOTEL -STYLE HEATING AND COOLING UNITS FROM THE STREET AND PROVIDE A MATERIALS BOARD INCLUDING MATERIAL SAMPLES AND COLORS CODED TO THE BUILDING ELEVATIONS AT THE TIME OF BUILDING PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING MANAGER. 18. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A LIGHTING PLAN WITH FOOT-CANDLES LEVELS THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES. THE FINAL LIGHTING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. NAVIX 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 i f: 425-453-8208 www.navixeng.com /2/07/2Q23 R-426803 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Eyq OPMENT ENGINEERINGi 12/20/2023 ' 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: SCALE: WEST77 PARTNERS Z. N ALL VERTICAL: NAVD 1988 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET HORIZONTAL: NAD 1983/1991 CITY OF 0 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET JsPRI�GREEN/D.RIDDLE LIVAWAY HOTEL 0 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET DRAWN RENTON PARK AVENUE NORTH ® J.GREEN D.RIDDLE ONE INCH DATUM 4 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL SCALE RENTON WA 98057 B J.TAFLIN J.GREEN IF NOT ONE INCH Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY NOTES DATE: 12.07.2023 FIELDBOOK: PAGE: C-0.2 SHEET. 3 OF. 41 r O 00 N O O N W O O O O M N Q J L0 M O O O N N W ii W Z H OC Q IL ti I— W i SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 (0 N O I W I - W Z H Q a ti ti F— U) W M O U CV C) I CV CD CAI CD C) v U W O O I n W 0 / m WEST QJBSS RNER SECTION 8, TOWNSHIPANGE 5E. W.M. FIND 2 1/ DISC IN CASE, DN.0.5' (4/17/18) FND PUNCH MARK IN 2-1/2' DISK IN CASE. ON. 0.4' (4/17/18) SS1 J 0 25 50 100 SCALE: 1 inch = 50 ft. NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com 41872 4 �ssIONAL /2/07/ZQZ3 R-426804 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I VELOPMENT ENGINEERING :(GDI yqi 12/20/2023 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.231 JET SURVEYED: sOALE: WEST77 PARTNERS Z. N ALL VERTICAL: NAVD 1968 � 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET HORIZONTAL: NAD 1983/1991 CITY O F JSGREEN/D.RIDDLE :� LIVAWAY HOTEL 0 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET �•` RENTON PARK AVENUE NORTH 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET DRAWN: 0 J.GREEN D.RIDDLE ® ONE INCH DATUM Q 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: L SCALE RENTON WA 98057 AT FUL J.TAFLIN J.GREEN IF NOT ONE INCH Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY EXISTING CONDITIONS PLAN DATE: 12.07.2023 FIELDBOOK: PAGE: C-0.3 SHEET: 4 OF: 41 r O 00 N O O 1 M N •i, cfl M O O O 1 N N W W Z F- DC a ti F— U) W SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. i I 0 r 0 0 0- Ln 0 I r� N O N cD 0 U O LLi 0 0 I n LLJ / 07 CT 0 N r, r, co CY c 0 / O W / m 0 1 'I 1 I 1 I 2 I rr _ — —r � W W 44-I —LL�/ s d = - - - - - - - � � M M M M M a14 -F� F M — 4 I I 2 D 5 1 II II WATER MAIN SHALL BE 2 II II CUT/CAPPED BY CITY OF RENTON PRIOR TO ANY ■�� I i� WATER MAIN REMOVAL 5 ri�� --� II I = 1 1 s 4 � I, 2 II 5 I 1 3 III II 2 II � 00 I 1 II 1 `L s II 2 w 1 II 4 rDO ILn 1 loll 2 II 1 z -- Z 4 _ Iln N� 1 4 W ll l ; �C i Q 1 1 �1 II 1 4„D Qll II 1� 3 all I � II I I 11D 3 I 1 II 1 3 ' II s D 10 1 3 D 1 s l 4"D 4 D I I I 0 3 1 IC D 1 ICIV 9 1 1 2 , s s l , J 4D 4 l I 1 1 1 ; 4 o cn 1 1 4" D 'D I 1 l 3 1 3 I 14 'D I I 1 1 1 1 1 5 WA '• 5 CIVIL CONSTRUCTION PERMIT COMMENTS 4 CIVIL CONSTRUCTION PERMIT COMMENTS 0 3 CIVIL CONSTRUCTION PERMIT APPLICATION O 2 SITE PLAN REVIEW RESUBMITTAL �Q 1 INITIAL SITE PLAN REVIEW SUBMITTAL B NO. REVISION w NAVIX 12.07.231 JET SURVEYED: Z.NALL NAVIX 10.20.23 JET DESIGNED: J.GREEN/D.RIDDLE NAVIX 06.02.23 JET NAVIX 03.03.23 JET DRAWN: J.GREEN D.RIDDLE NAVIX 02.10.23 JET CHECKED: J.TAFLIN J.GREEN BY DATE APPR APPROVED: J. TAFLI N SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LEGEND PROPERTY LINE — — — — — — — — — LIMITS OF DISTURBANCE — — — — — — — — — SAWCUT LINE EXISTING CURB TO BE REMOVED EXISTING CONCRETE PAVEMENT, ASPHALT PAVEMENT AND/OR CONCRETE SIDEWALK TO BE REMOVED EXISTING TREE TO BE REMOVED DEMO KEY NOTES: O REMOVE EXISTING CONCRETE PAVEMENT, ASPHALT PAVEMENT AND/OR CONCRETE SIDEWALK (TYP). O2 REMOVE EXISTING CONCRETE CURB (TYP). O3 REMOVE EXISTING TREES, SHRUBS, LANDSCAPING AND ROCK (TYP). O REMOVE EXISTING SANITARY SEWER, WATER, STORM DRAINAGE AND IRRIGATION STRUCTURES AND PIPING. PLUG AND CAP AS NECESSARY PER LOCAL CODE. INSTALL PROPOSED UTILITIES PER SHEETS C-3.0, C-4.0, C-5.0 AND C-6.0 PRIOR TO REMOVAL OF EXISTING. CONTRACTOR SHALL COORDINATE WITH THE CITY OF RENTON PUBLIC WORKS INSPECTOR PRIOR TO REMOVING ANY STRUCTURES OR PIPING. THE WATER MAIN SHALL BE CUT/CAPPED BY CITY WORKERS PRIOR TO ANY WATER MAIN REMOVAL. O RELOCATE EXISTING UTILITY VAULT. CONTRACTOR TO CONFIRM EXISTING USE AND EXTEND EXISTING UTILITY CONNECTIONS AS REQUIRED. Os REMOVE ALL EXISTING PARKING STRIPING WITHIN THE LIMITS OF DISTURBANCE. O RELOCATE EXISTING FIRE HYDRANT ASSEMBLY. Os RELOCATE EXISTING PARKING LOT LIGHT. O9 REMOVE EXISTING ROAD STRIPING. 10 EXISTING CATCH BASIN AND PIPE TO TEMPORARILY REMAIN AS TESC DISCHARGE S LOCATION. PRESERVE/ PROTECT KEY NOTES: PRESERVE AND PROTECT EXISTING SANITARY SEWER, WATER, AND STORM DRAINAGE STRUCTURES 1 AND PIPING TO REMAIN. CONTRACTOR SHALL REFER TO SHEETS C-3.0, C-4.0, C-5.0 AND C-6.0 FOR PROPOSED UTILITIES. ❑PRESERVE AND PROTECT EXISTING POWER, TELECOM, AND NATURAL GAS SERVICE. ADJUST 2 STRUCTURES TO GRADE AS NECESSARY. �3 PRESERVE AND PROTECT EXISTING TREES TO REMAIN. ❑4 PRESERVE AND PROTECT EXISTING LIGHT TO REMAIN. �5 PRESERVE AND PROTECT EXISTING SIDEWALK TO REMAIN. �s PRESERVE AND PROTECT EXISTING CURB TO REMAIN. ❑� PRESERVE AND PROTECT EXISTING PARKING LOT STRIPING TO REMAIN. �s PRESERVE AND PROTECT EXISTING SIGN TO REMAIN. ❑9 PRESERVE AND PROTECT EXISTING IRRIGATION TO REMAIN. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. 0 10 20 40 SCALE: 1 inch = 20 ft. NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com 12/07/2Q23 Cfl O O N Q J N W ii R-426805 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING t >� yq i 12/20/2023 W WEST77 PARTNERS LIVAWAY HOTEL PARK AVENUE NORTH RENTON, WA 98057 DEMOLITION PLAN Z H OC Q DATE: a 12.07.2023 FIELDBOOK: PAGE: DRAWING N0: D-1.0 W SHEET. OF. 5 41 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. � N 1 1 LU i W z I.L � a �\ L � a �\ � W J r 1 � 0 y N O N �I I O U O I0 CD \N O I \ n w / 0 N C0 ° ° F( � co C O �(� Elf O 0 m F_ I F —1,I I ,I I I I ir El I I I I I I I I J I I I I J W v W 0 0 0 0 I> 2 D i \ �1 I \ \ III II 1 xx x x xxx �x xx x xx x—ac— x x � �� I o 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O i i i i =/JIM 1 I � I I 1 O o I II 3 8 / 1 4 / a 1 x / X J SC / III xi 6 7 I f / III 5 li z 01 LU IC > r----- I 1 IC a 1 I C 01 \ / 1 4„D a PROPOSED BUILDING FOOTPRINT I II x IN � 11 o \ I II 4"D xII ICIV I C < I[- So— r_j \ II I 1 \ I 11 4 D mj / x 1 1 � xl 1 "1 011 C/) I� n I D 11 I 4 D N ° ° ° ° ° U LEGEND PROPERTY LINE — — — — — — — — — SAWCUT LINE LIMITS OF DISTURBANCE TEMPORARY INLET PROTECT N 216.30 D-2.2 14.0 TEMPORARY SILT FENCE D-2.2 D-2.2 TEMPORARY CONSTRUCTION ENTRANCE 215.10 0 0 0 o D-2.2 X X CHAIN LINK FENCE 2 D-2.1 STRAW WATTLE 213.40 D-2.1 WHEEL WASH 215.00 D-2.2 CONCRETE WASHOUT AREA D.2.2.2.A D-2.2 KEY NOTES: Di LIMITS OF CLEARING AND GRADING. O2 CHAIN LINK FENCE. 2 D-2.1 O3 CHAIN LINK GATE AT CONSTRUCTION ENTRANCE. O4 TEMPORARY CONSTRUCTION ENTznp O5 TEMPORARY SILT FENCE (TYP). D-2.1 O6 TEMPORARY INLET PROTECTION (TYP). 216.30 2 O7 STRAW WATTLE 213.40 D-2.1 Os WHEEL WASH AREA, TO BE INSTALLED AS NEEDED. 2 2t�.2 O9 CONCRETE WASHOUT AREA. CONTRACTOR TO ADJUST LOCATION AS NEEDED. D.2.2.2.A D-2.2 PROVIDE INLET PROTECTION FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500' OF DISTURBED AREA TYP. X_>F--x ° I 4"D — FO FO Fo I01�FO� - 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: SCALE: Z.NALL 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET DESIGNED: 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET J.GREEN/D.RIDDLE 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET DRAWN: J.GREEN D.RIDDLE ONE INCH 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX o2.10.23 JET CHECKED: AT FULL SCALE J.TAFLIN J.GREEN IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF [;%Rl RENTON Planning/Building/Public Works Dept. 0 10 20 40 SCALE: 1 inch = 20 ft. NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com /2/07/ZQ23 r 00 04 O N to 0 O 1 N a J O 0 1 N W 7 R-426806 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 12/20/2023 w WEST77 PARTNERS LIVAWAY HOTEL PARK AVENUE NORTH RENTON, WA 98057 T.E.S.C. PLAN W z N� I.L a DATE: 12.07.2023 FIELDBOOK: PAGE: DRAWING NO: D-2.0 LUSHEET: G OF. 41 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 (.fl N 1 O I W I- VN♦ BEES W Z IN- Ii Q a I- U) W r N 1 n 0 I I� CV O CV cc O v L� 0 N CD I w w U) 0 CN 0 n GO / 0 DocuSign Envelope ID; 6EECF5B6-6G,2A-4E4A-8436-A317AA638878 ❑ocuSign Envelope IG: 6EEGF5B6-602A4E4A-B436-A317AA63S878 DocuSign Envelope IQ: 6EEGF5B6-602A-4E4A-B436-A317AA638878 � 3'•37, SEE NOTE 2.3 ROLL SPA DEPEND$ TYPE ANT STEEPNP: \ \' EDIMENT, ORGANIC MATTER. ND NATIVE SEEDS ARE APTURE D BEHIND THE ROLLS STRAW RDI-LS MUST BE PLACED ALONG SLOPE GONTOURS ADJACENT ROLLS SHALL TIGHTLY ASU7 NOTES: I. CONDITIONS OF 115E 1-1- INSTALL ON DISTURBED AREAS THAT REQUIRE IMFAED1A7E EROSION PROTECTION. 1Z USE ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN &F ESTA13LI&. 1-3. CAN BE USED ALONG THE PERIMETER OF A PROJECT. AS A CHECK DAM 114 UNLINED DITCHES AND AROUND TEMPORARY STOCKPILES. 1.4. WATTLES CAN BE STAKED TO THE GROUND USING WILLOW CUTTINGS FOR ADDED REVEGETATION. 1.6. PALLING CAN OCCUR BENEATH AND BETWEEN WATTLES EF NOT PROPERLY ENTRENCHED- ALLOWING WATER TO PASS BELOW AND BETWEEN WATTLES 2. DESIGN AND INSTALLATION SPECIFICATHAS 2-1- IT IS CRITICAL THAT WATTLES ARE INSTALLED PERPENDICULAR TO THE FLOW OIRECTION AND PARALLEL TO THE SLOPE CONTOUR. 2-Z KAPJ40W tRENCHIES tiHOULD BE DUG ACROSS THE SLOPE, ON CONTOUR. TO A DEPTH OF a TO 9INCHE5 ON CLAY MLS AND SOBS wITH GRADUAL SLOPES ON LOOSE SOILS, STEEP SLOPES, AND DUMNi3 HIGH RAINFALL EVENTS. THE TRENCHES SHOULD BE OUG TO A nEPTH OF 51,07 II,ICJ-TES, OR iR TO 213 Or THE THICKNESS OF THE WATTLE 28. START CONSTRUCTION OF TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UPHILL. EXCAVATED MATERIAL SHOULD BE SPREAD EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHOD, CONSTRUCT TRENCHES AT CONTOUR 1NTERVALS OF 3 TO 30 FEET APART DEPENDING ON THE STEEPNESS OF THE SLOPE, SOIL TYPE. AND RAINFALL. THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES SHOULD BE CONSTRUCTED VERTICAL DISTANCE BETWEEN WATTLES IS N07 TO EXCEED 1D FEET. 2-4. INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY ENO TO END. DO NOT OVERLAP THE ENDS- 2 5. INSTALL STANCES AT EACH ENb aF THE WATTLE, AND AT 4 FOOT CENTERS ALONG TwE ENTIRE LENGTH OF THE WATTLE 2.6. IF REQUIRED. INSTALL PIM T HOLES FOR THE STAKES USING A STRAIGHT BAIT TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE $OIL. 2 7, AT A MINIMUM, WOODEN STANES SHOULD BF APPR(WIMA.TELY 34 K 8+4 X 24114CHES WILLOW CUTTINGS OR 318-INCH REPAR CAN ALSO BE LIBEQ FOR STAKES 26. STAKES SHOULD -BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 9INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. 3. MAINTENANCE STANDARDS 3-1. INSPECT WATTLES PRIOR TQ FOR€CASTE➢ RAIN), DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE WET SEASON. AND AT TWO WEEK INTERVALS AT ALL OTHER TIDIES OF THE YEAR 3.2. REPAIR OR REPLACE SPLIT, TORN. RAVELING, OR SLUMPING WATTLES 3.3. REMOVE SEDIMENT ACCUMULATK)NS WHEN EXCEEDING lit THE HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE UN LESS"Y RWESE NOT[13-E3RAWING ISNOTTO SCALE(NTS1 51'b- KAN - 213.40 f PUBLIC WORKS DEPARTMENT STRAIN WATTLES GAZ 9/28/2018 I nArl r10' MAX. CO , 2" r • -i-• 4 X POST DIA. NOTE: 8'-0" TALL FENCE UNLESS OTHERWISE NOTED. :45 AN 8' MIN. 8' MIN. MOVEABLE CONCRETE BLOCKS (TYP. ) CHAIN LINK FENCE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS. OR EQUIVALENT TO ATTACH FABRIC TO POSTS 2'x2. 14 GAUGE WIRE, OR EQUNALENT, IF STANDARD STRENGTH FABRIC USED - FILTER FABRIC --I ------------ II G' MAX. 12">,"IN PAST SPACING MAY 9E tNCREASEO TO8' IF WIRE BACKING IS USED I I 47x4' MIN. TRENCH I BACKF ILL TRENCH WITH NATIVE SOIL 1 OR 314" TO 1.V2' WASHED GRAVEL 2'x4' WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1- CONNDIFIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS- 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXULE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE AOB )A$TM D1751 I 2D-100 SIEVE SIZE {B.FiB.4.15-) FOR SILT FILM 50-i00 SIEVE SIZE (D,3Q.-D,150" FOR OTHER FABRICS WATER PERMATTIVLTY OSTMI 54491) a.D2 SECT MINIMUM GRAB TENSILE STRENGTH (ASTM 046321 1N10 LBS. MIN. FOR EXTRA STRENGTH FABRIC 106 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM 04532) OQ%MAX (WOVEN) uLTRAVIOLFT RESISTANCE IA5TM D43551 70%MIN. 2.2 STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE WIRE BACKING OR CLOSER POST SPACING MAYBE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCGE WARRANTS A 67ROIN5ER FENCE. 2.3. WHERE THE PI=NICE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1 V 2,4. IF ATYPICAL SILT FENCE IS USED, THE STANDARD 4'X4' TRENGS MAY BE RL_OUGED AS LONG AS THE BOTTOM B INCHES OF THE SILT FENCE FABRIC IS WELLBURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS DR UNDERMINE THE SILT FENCE 2.5. FILTER FASRIG FENCES SHALLBE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3- MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIREO IMMEDIATELY. 3.2. IF CONCENTRATED FLDWS ARE EVIDENT UPHILL OF THE FENCE, THEY MOST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3, IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FDR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAU9INC CHANNF1,LZATtCN OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLPrETHE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. .SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3-5. IF THE F ILTER FABRIC KGECTEXT'ILE) HAS DETERIORATED OUE TO ULTRAVIOLET BREAKDOWN, FT SHALL BE REPLAULD- UNLESS 4't►[FRWI5E NOTT0. PRAWYM; IS NDt T4 SCALE [NTg1 STD, PLAN - 214.00 Vrn URIPUBLIC WORKS SILT FENCE PR 'atz�lzal$ DEPARTM ENT GAZ PATF :45 M EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL HE INCORPORATED IN THE ENGO 3ION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEAEAY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE EEC STANDARD PLAN NOTES. 1 SEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF FT IS REQUIRED FOR THE PROJECT- THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONETORING REPORTS PROVIDED TG ECOLOGY ASSOCIATED WITH THE CONSTRUCTLDP! STORMWATER GENERAL PERMIT. 3. THE ESC PLANT SET SHALL INCLUDE AN ESG CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS. AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLANS, SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D CF THE CI7Y OF RENTON SURFACE WATER DESIGN MANUAL {RENTON SWDMI PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING UMITS SHALL BE MAINTAINED BY THE APPLICANTIESC SUPERVLSOR FOR THE DURATION OF CONSTRUCTIQN- 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAYED AREAS ARE KEPT CLEAN AND TfiACK-OU7 TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY- OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS 4K THE SLATE. S, WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAI NS OR OPEN DITCHES. ON SITE PUMPING OF E)CCF;95 CONCRETE SHALL ONIY OCCUR IN DESIGNATED CQNCRErE WASHOUTAREAS. 7 ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING ANWIDR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ANTIAaR CONSTRUCTION IS COMPLETEAND POTENTAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLE7W AND THE SITE HAS BEEN STAmuzED TO ENSURE POTENTIAL FOR ON -SITE ERCSIQN DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMEWr. ENHANCEMENT, AND REMOVAL OF EEC BMPS SHALL HE THE RESPONSIBILITY OF THE APPLICANT e. ANY HAZARDOUS MATERIALS OR UQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9- THE ESC BMPS DEPICTED ON THIS DRAWING ARE 1NTEN➢ED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITION 3, AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION- IT SHALL BE THE OBLIGATION AND RESPCNSIBWTY OF THE APPLICANT TO ADDRESS ANY NEW GONDFTIONS THAT MAYBE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FSC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NJEEDEII, To PROTECT ADJACENT PROPERTIES AND WATER PLIAL17Y OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL aF THIS PLAN IS FQR ESC ONLY. FT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NDR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMLYATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILTNES SHALL BE SUBMITTED TO THE CRY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EAPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (CCTOSER 1ST THROUGH APR IL 30TH) OR SE VEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER VTH) SHALL 9E IMMEDIATELY STABILIZED WITH THE APPROVED ESc COVER METHODS (E.G.. SMOING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIx D OF THE RENTON SWDM. 13. WET SEASON ESC REOUIREM ENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 36TH. UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTIAN, SHALL BE ADDRESSED WTHIN SEVEN (7) DAYS 15 THE E9C BMPS ON INACTIVE SITES SHALL FIE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, GA7CH BASIN INSERTS PER THE CRY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 50o FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY HTINOTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2A3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FAGIL1 Y LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AHD SMALL PROVIDE ADEQUATE STORAGE CAPACITY: IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM 1N ITS PERMANENT STATE, THE TEMPORARY FACILITY SMALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILTFY. 19. AREAS DESIGNATED ON THE FLAN(S) CONTAINING EXISTING STORMWATER FACILITIE5 OR ONSITE BMPS (AMENDED 5-DIL3, BIORFTENTION, PERMEABLE PAVEMENT. ETC,) SHALL BE CL7=ARLY FENCED AND PROTECTED USING ESC EMF'5 TO AVO10 SEDIMENTATION AND COMPACTION DURING CONSTRUCTIQTN, 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OOTD3ER SST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDEµTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON AN EXHIBIT OF THOSE AREAS TO BE SCDOED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT 51TE, ALL ESC BMPS SHALL BE REMOVED, AND STORMVYATER CONVEYANCE SYSTEMS, FAClLFTIE5, AND D"fTE BMPS SHALL 13E RESTORED TO THEIR FULLY FUNCTIONING CONNQF7kON- ALL DISTURBED AREAS OF THE PROJECT SITE SHALL E E VEGETATED OR OTHERWISE PERMANENTLY STABILIZED, AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MQLCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OGTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILRATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAANING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF' -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS- ROCKERIES Ot MDE Of ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUiLOING CODE UNtEsi 4ri[TRWISE N01-�{S, PRAwING IS Not T4 SCALE [NTsI t'."GAZ D. PLAN - 268.00 PUBLIC WORKS EROSION AND SEDIMENT CONTROL 1f� DEPARTMENT 9/28/20191 STANDARD PLAN NOTESaici PATE :45 M NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com I 41872 �s"ONAL /2/07/ZQZ3 R-426807 N.T.S. I % IN COMPLIANCE WITH CITY OF RENTON STANDARDS r O 00 N O O 1 M N to /� w O O O O 1 M N Q J LO/� w M O O O 1 N W r.1 DEVELOPMENT ENGINEERING yqi 12/20/2023 01 W Z H DC a 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: SCALE: Z.NALL VERTICAL: NAVD DALE: ,BBB WEST77 PARTNERS 12.07.2023 li 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET HORIZONTAL: NAD 1983/1991 JSGREEN/D.RIDDLE[!%;Rl ITV F LIVAWAY HOTEL FIELDBOOK: 0 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX os.o2.23 JET RENTON H DRAWN: PAGE: 0 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET JAWN: D.RIDDLE PARK AVENUE NORTH DRAWING NO: '^ ONE INCH DATU M V 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL SCALE RENTON WA 98057 D-2.1 J.TAFLIN J.GREEN IF NOT ONE INCH Planning/Building/Public Works Dept. %� W NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY T,E,S.C. DETAILS SHEET: OF: J.TAFLIN 7 41 300 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 (0 N 1 O I W I- Q CD I CV CD CV CC C) U W C) N CD I n W co 0 CAI En C3 n r` U) (D / 0 / 0 In m DocuSign Envelope ID; 6EECF5B6-61k2A-4E4A-8436-A317AA638878 ❑ocuSign Envelope IG: 6EEGF5B6.662A4E4A-B436-A317AA63S878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-&136-A317AA638878 O" 3EWFRPIPE WITH BUTTERFLY VALVES 8)0: SUMP WITH 5' OF CATCH TO ACCOMMODATE CLEANING BY TRACKHOF 2I X SLOPE I FH 1V _�. , 16 ATB APRON TO PROTECT GROUND FROM SPLASHING vYA7ER S" ATB OVER C`RUSHEO BASE MATERIAL OR 8' ATS OVER A GOOD SUBORADE - 3' TRASH PUMP WITH FLOATS ON SUCTION HOSE Z SCH 40 r 1IirSCH40FOR D.PRAYERS r I `MIDPOINT SPRAY NCSFLES, IF NEEDED n 5HHIV Z% SLOPE II LOCATE INVERT OF TOP PIPE 12' TO IA' ABOVE BOTTOM OF WHE L WASH 8'xlr SUMP To ACCOMMODATE CLEANING BY TRACKiOF S• DRANPIPE WITH BUTTERFLY VALVE ATB CONSTRUCTION ENTRANCE PALL VALVE iTYp.} ASPHALT CURB ON THE LOW ROAD SIDE TO DIRECT WATER BACK TO POND PLAY VIEW 8' SLEEVE UNDER ROAD 6' SLEEVE ELEVATION VIEW 50' CURB 7 6' WATER LEV EL, 12' TD 14" DEEP r 3' SECTION A NOTES: 1. CONDMOGNS W USE 1.1. WHEN A STAB IL¢ED CONSTRUCTION ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT. WHIEEL WASHING IS GENERALLY AN TIVIF EROSION AND SEDIMENT CONTROL METHOD AND BMP WHEN INSTALLED WITH CAREFUL ATTENTION TO T0P0CPAFHY. 2. DESIGN AND IHSTALLATIONSPEOFXATKINS 2.1 USE A LOW CLEARANCE TRUCK TO TE57 THE WHEEL WASH BEFORE PAVING- EITHER A BELLY DUMP DR LOVMY WILL WORK WELL TO TEST CLEARANCE- 2 2 MIDPOINT SPRAY N=ES ARE ONLY NEEDED IN VERY MUDDY CONDITIONS 2.3 POLYACRYLAMIDE (PAM) AMED TO WHEEL WASHWATER AT A RATE OF 0.254L5 POUNDS PER 1,0X GALLONS OF WATER INCREASES EFFECTIVENESS AND REDUCE: CLEANUP TIME. IF PAM 15 ALREADY BEING USED FOR DUST OR EROSION CONTROL AND IS BEING APPLIED BY A WATER TRUCK_ THE SAME TRUCK MAY BE USED TO CHANGE THE WASHWA7ER. 3. MAINTENANCE STANDARDS 3.1 THE WHEEL WASH SHOULD STAA7 OUT EACH DAY WITH CLEAN, FRESH WATER 32 THE WASHWATER SHOULD BE CHANGED A MINIMUM OF ONCE PER DAY. ON LARGE EARTHWORK JOBS WHERE MORE THAN 10 TO 20 TRUCKS PER HOUR ARE EXPECTED. THE WASHWATER WILL NEED TO BE CHANGED MORE OFTEN. 3.3 WHEEL WASH OR TIRE BATH WAS4iWATER SHALL BE DISCHARGED 70 A SEPARATE ONSITE TREATMENT SYSTEM, SUCH AS A CLOSED -LOOP RECIRCULATION SYSTEM OF. LAND APPLICATION, OR TO THE SANITARY SEWER SYSTEM WITH PROPER APPROVAL ANUCR PERMITS FROM KING COUNTY AND THE CITY CF RENTON UN LESS"MWISE N13TEEI-13RAMUG IS NOTTB SCALE (NTSI STD. KAN - 215.00 fPUBLIC WORKS WHEEL WASH AND PAVED I'I'l DEPARTMENT CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 r�.a�w«x..a,..,iWTE SECTION D.? GENERAL CSWPP REQUIREMENTS VIGURE D.2.2.2.A CONCRETE WASHOUT AREA {ABOVE GRADE) POST 3j'x �" K S' PLYWOOD 4' X 2' PAINTED WHITE BL-ACK LETTERS 6" HEIGHT I I WAt#I" 11UT" Id LAG SCREWS ( ? ) 3. WOOD 3' f WOOD FRAME SECURELY FASTENED AROUND ENTIRE PERIMIETER WITH TWO STAKES 10 mll 7rnPLASTIC - LINING IJ I SECTION B-S u ll NTS 10' MIN. RECOMMENDEDI A VARIES STAPLES (2 PER BALE) PLAN NTS WOOD OR 1❑ mil PLASTIC TYPE "ABOVE GRADE" WITH METAL STAKES LINING WOOD PLANKS {2 PER BAIL] STRAW BALES (2 NATIVE MATERIAL BALES HIGH, MAX.] (OPTIONAL) 1' MIN. ORIGINAL GROUND SECTION A,A y SAND OR GRAVEL -FILLED NTS t BAGS IN CORNERS 10' MIN. RECOMMENDED STRAW SAND OR GRAVEL -FILLED BALES " e BAGS IN CORNERS (TYP"] � WEDGE LOOSE STAKE " STRAW {TYP-} BETWEEN BALES VARIES TO m1 PLASTIC !VOTES: LINING - 1. ACTUAL LAYOUT DETERMINED IN THE FIELD 2. THE CONCRETE WASHOUT SIGN PLAN SHALL BE INSTALLED WITHIN 30' OF THE FACILITY NTS TYPE "ABOVE GRADE" WITH STRAW BALES ABOVE GRADE TEMPORARY CONCRETE WASHOUT FACILITY NTS Adapwd from Can- F w-v SPC &14-0Y 6/22/2022 D-76 2022 City of RL'mo1T Surface Water Design A=W :45 AN 0`0,11,Ra R • 25' MIN.' Arl INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STAN DARDS 1w, MIN. 4".8' QUARRY SPALLS - GEOTEKTILE 12" MIN- THICKNESS CONSTRUCTION ENTRANCE NOTES; 1 DRIVE WAYS SHALL BE PAVER TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2. R IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THW RUNOFF DRAINS OFF THE PAID 15' MiN. PROVIDE FULL WYDTH OF INGRESSIEGRESS AREA NOTES: 1. CONDITION QF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AMC TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS W FTHiN 1.00D FEET OF THE SITE 1.2 FOR RESID€NTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTI-MIDTH TO PROVIDE VEHICLE ACCESSIPARKING. BASED ON LOT SIZEICONFIGURATION. 2, Dr:SK:N AND INSTALLA'nON SPECIFICATIONS 2.1. ASEPARATFGN GEQTEXTILE SHALL BE PLACED UN➢Eli THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTJLE SHALL MEET THE FOLLDLVING STANDARDS GRAB TENSILE STRENGTH (ASTM OM M2) 2m LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4B32} 30% MAX. [WOVEN) CBR PUNCTURE STRENGTH (ASTM D62411 495 LBS, MIN. A -OS (ASTM 04761) 2D-0 (U.S STANDARD SIEVE SILE) 2.2. DO NDT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHI917ED. 2:3_ HOG FUEL (WOOL] BASEO MULCH) MAY BE SUBSTITUTE€] FOR OR COMBINED WITH 4UARRY SPALLS IN ARMS THAT VALL NOT BE USED FOR PERMANENT ROADS. HOG FUEL 15 NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY tIML REQUIRE THE USIE OF C.UARPY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL 15 BEING CARRIED ONTO PAVEMENT. 2A. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5, WHENEVER POSSIBLE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM. COMPACTED SUBGRADE. THIS CAN SUMTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE E MAINTENANCESTANDARDS 3A. CIUARRY SPALLS SHALL BE ADDED IP #HE PAD 15 NO LoNGEk IN ACCORUANcf WITH #HE SPE=c3FICA#16N5. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE GF SEOIME NT SHALL EE USE A. THIS MAY INCLUDE STREET SWIEFFING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE. OR THE INSTALLATION OF A WHEEL WASH IF WASHING 15 USED. IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK. AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEiPING, THE SEDIMENT COLLECTED By SWEEPING SHALL BE REMOVED OR STABILIZED ON SITiE_ THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFEC FIVE AND THERE IS A THREAT 7O PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS. A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CDNTROLLED AND DISCHARGED APPROPRIATELY_ WASH WATER MUST HE PUMPED HACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WA7EiiS. 3.4. ANY QUARRY SPALLS THATARE LOOSENED FROM THE RAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE($), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS pTHI'RYHISE NOT�0. PRAwING IS Not T4 SCALE [NTSI STD, PLAIN - 215.10 � PUBLIC WORKS APPstrrvrn DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 =„ins woo: �,o,•aaic, DATE :45 Al 5' MAX DRAINAGE GRATE TRIM GRATE FRAME _ COVERFLOW BYPASS Y ' BELOW INLET GRATE DEviCE SEDIMENTAND DEBRIS FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN} RETRIEVAL SYSTEM (TYP.) I OVERFLOW BYPASS JYP.J BELOW INLET GRATE OFV]CE iS17lYII:i1tfC MEW NOTES: 1. PROTECTION SHALL BE PROfVIDED FOR ALL STORM DRAIN INLETS ❑OWNSLOPE AND WITHIN 5q0 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PRDTEGTTHE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE iHIGOj FOR THE STORMWATER STRUCTURE IT WILL SFR MCE- 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 8. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL 7. PERFORM MAINTENANCE IN ACCORDANCE WJTH STANDARD SPECIFICATION G. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS 0THERWI5E NOTFA, DRAWING i$ MOt Ta STALE [NTS! STD. PLAN -216.3Q PUBLIC WORKS APP� [n ❑EPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 RATE :45 At NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com I �ssIONAL E�� /2/07/ZUZ3 r OM 00 N O O M N 0 0 O 1 N Q D J L M O O O 1 N W R-426808 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 12/20/2023 W Z EE� a 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: SCALE: DATE: Z.NALL VERTICAL: NAVE ,988 WEST77 PARTNERS 12.07.2023 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET HORIZONTAL: NAD 1983/1991 JSGREEN/D.RIDDLE ® ITV F LIVAWAY HOTEL FIELDBOOK: 07"ex, 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET � RENTON H DRAWN: PAGE: 02 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET DRGREEN D.RIDDLE PARK AVENUE NORTH DRAWING NO: '^ ONE INCH DATU M V 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL SCALE RENTON WA 98057 D-2.2 L J.TAFLIN J.GREEN IF NOT ONE INCH Planning/Building/Public Works Dept. %� W NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY T,E,S.C. DETAILS SHEET: OF: J.TAFLIN 8 41 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 to N O W F— Al rn 0 I r� N O N cD O U 0 O �I n W 0 N co / 0 aD 0 co / m N I I I I I I I I I I I I I I I I I I I I I J 0 25 50 100 SCALE: 1 inch = 50 ft. NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 i f: 425-453-8208 www.navixeng.com 12/07/2Q23 R-426809 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jal yqi 12/20/2023 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.231 JET SURVEYED: SCALE: WEST77 PARTNERS Z. N A LL VERTICAL: NAVD 1988 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET HORIZONTAL: NAD 1983/1991 CITY OF LIVAWAY HOTEL 0 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET J GREEN/D.RIDDLEDR] 0 RENTON PARK AVENUE NORTH 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET DN: RAW ® J.GREEN D.RIDDLE ONE INCH DATUM Q 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL SCALE J.TAFLIN J.GREEN IF NOT ONE INCH Planning/Building/Public Works Dept. RENTON WA 98057 NO. REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY OVERALL SITE IMPROVEMENT PLAN DATE: 12.07.2023 FIELDBOOK: PAGE: C-1.0 SHEET: 9 OF. 41 r O 00 N O O M N L0 (D M O O O N N W W Z F— OC Q ti F— W LU Z Q a ti W i Q rn 0 I N O N 0 U cri 0 �I n LLj / co CT 0 N C0 0 r` r` co aD / c 0 aD 0 M / m ° - - --r----------j a �� I� 3 'w �� Ell Ell u-Et- I \ rR=10' �J I I� 10 I COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT L ° ° v o t CJ I L lZI vv F F (6 DOUBLE H F F0 STACKED) 8�1 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. NOTE: LEGEND ALL OF THE AFFECTED LANES I TO BE GROUND DOWN TWO — — PROPERTY LINE D INCHES AND PAVED FOR THE ENTIRE WIDTH OF THE LANE _ _ _ _ _ _ _ — — SAWCUT LINE 0 10 20 40 PER CITY OF RENTON TRENCH — — — — — — — — — FIRE LANE STRIPING J I RESTORATION AND STREET PROPOSED CURB OVERLAY REQUIREMENTS. M PROPOSED BUILDING SCALE: 1 inch = 20 ft. PROPOSED 25' SHARED I .e.ee,. ° B Y PROPOSED MEDIUM DUTY ASPHALT ACCESS EASEMENT SEE DETAIL 1 I'D °a. .' PROPOSED CONCRETE SIDEWALK SHEET C-1.10 ° I - — — — — — — — — — R=30 � ... .. . . ..., . PROPOSED CONCRETE PAVEMENT --------° _ 1 6.5 I O PROPOSED LANDSCAPE AREA PARKING STALL COUNT T �-T , KEY NOTES: A\ ASPHALT PAVEMENT 6 OQ STOP SIGN AND RIGHT -TURN ONLY QC-1.2 SIGN MOUNTED ON SAME POLE. 7 OB CONCRETE PAVEMENT c-1.2 O EXISTING PARKING LOT LIGHT TO BE RELOCATED. SEE toe CONCRETE SIDEWALK LIGHTING PLANS BY OTHERS FOR ADDITIONAL INFORMATION. OC 2 3 C-1.3 Os PROPOSED 15-FOOT WATER LINE EASEMENT. O SAWCUT EXISTING PAVEMENT, MATCH, AND JOIN WITH AR-4000 OR APPROVED EQUAL \T PARKING LOT LIGHT. SEE LIGHTING PLANS BY OTHERS 1p1 FOR ADDITIONAL INFORMATION. OE CEMENT CONCRETE TRAFFIC CURB C-t.3 Ou PAINTED ARROWS (TYP.) \F FIRE LANE STRIPING (TYP.) Ov RELOCATED UTILITY VAULT. CONTRACTOR OTIE INTO EXISTING VERTICAL CURB. REPLACE CURB FROM TO CONFIRM EXISTING USE AND EXTEND JOINT TO JOINT(TYP.) EXISTING UTILITY CONNECTIONS AS 1 REQUIRED. OH BIKE LOCKER 5 STOP BAR 1 8 C-1.2 O ACCESSIBLE PARKING SPACE AND SIGN c-1.2 C-1.2 O CONCRETE CROSSWALK OTYPE A PARALLEL AND TYPE F-4012 03 �� F-4015 04 PERPENDICULAR B ADA RAMP F-40.10-03 Y MATCH EXISTING STRIPING W/DETECTABLE WARNING SURFACE C-1.4 C-1.4 C-1.4 (DOUBLE TURTLE) K 4" WIDE SOLID WHITE PAINTED STRIPE TYP. \ O Oz EXISTING WATER EASEMENT TO BE \ 4" WIDE WHITE STRIPING AT 45-DEGREES MODIFIED. 1) AT 18 O.C. I,TYP.) AA SITE FURNITURE. SEE LANDSCAPE PLANS BY OTHERS FOR ADDITIONAL OM TIE INTO EXISTING CONCRETE SIDEWALK (TYP.). INFORMATION. TRANSITION SHALL OCCUR WITHIN A SINGLE PANEL AND IF REQUIRED A WHOLE PANEL SHALL BE BB COVERED TRASH ENCLOSURE. SEE ARCH. REPLACED. CONTRACTOR TO ENSURE PROPER PLANS FOR ADDITIONAL INFORMATION. fC-1.3 DRAINAGE AND COMPLIANCE WITH CURRENT DOJ ADA STANDARDS FOR ACCESSIBLE ROUTES. CC PORKCHOP WITH ROLLED CURB t LANDSCAPE (TYP). REFER TO SOIL AMENDMENT NOTES ON G SHEET C-0.1 FOR ADDITIONAL INFORMATION. SEE LANDSCAPE DD SEAT WALL. SEE LANDSCAPE PLANS BY PLANS BY OTHERS FOR ADDITIONAL INFORMATION. OTHERS FOR ADDITIONAL INFORMATION. N"IX OO PRESERVE AND PROTECT EXISTING SIDEWALKS TO EE COVERED TRASH ENCLOSURE. REMAIN. SIDEWALKS DAMAGED DURING CONSTRUCTION SEE ARCHITECTURAL PLANS. SITE I CIVIL ACTIVITIES SHALL BE REPAIRED OR REPLACED PER CITY OF RENTON STANDARDS. FF TRASH RECEPTACLE. SEE LANDSCAPE PLANS FOR ADDITIONAL DETAILS. 11235 s.e. 6th street I suite 150 O PRESERVE AND PROTECT EXISTING FRONTAGE IMPROVEMENTS bellevue, wa 98004 TO REMAIN. STREET TREES AND LIGHTING DAMAGED DURING GG BIKE RACK. SEE LANDSCAPE PLANS FOR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED ADDITIONAL DETAILS. t: 425.453.9501 1 f: 425-453-8208 PER CITY OF RENTON STANDARDS. S FUTURE 25' SHARED ACCESS EASEMENT www•navixeng.com SITE DATA PARCEL NUMBER: TBD OVERLAY DISTRICT: URBAN DESIGN DISTRICT C ZONING: URBAN CENTER-2 (UC-2) EXISTING USE: VACANT LOT PROPOSED USE: COMMERCIAL - HOTEL BUILDING SETBACKS: FRONT YARD - 15' MIN. AND 20' MAX. REAR YARD - 0' MIN. AND 0' MAX. ** SIDE YARD - 0' MIN. AND 0' MAX. ** ** 15' IF LOT ABUTS LOTS ZONED RESIDENTIAL SITE AREAS: TOTAL: 72,895f SF (1.67t AC) 12/07/2Q23 r CD 00 CNI O M N w O O O N W ii L:3 EXISTING ON -SITE: DISTURBED SITE AREAS: w W w w W W 4"D D IMPERVIOUS: 40,136 SF (0.89f AC) TOTAL = 49,077 SF (1.13f AC) PERVIOUS: 32,759 SF (0.78t AC) w I I W EXISTING: � W ° PROPOSED (PHASE II-LIVAWAY ONLY): IMPERVIOUS = 47,293 SF (1.09f AC) C w w I EX. IMPERVIOUS TO REMAIN: 22,288 SF (0.51f AC) PERVIOUS = 1,784 SF (0.04f AC) EX. PERVIOUS TO REMAIN: 1,530 SF (0.04f AC) NEW IMPERVIOUS: 38,550 SF (0.88f AC) ZSTASCKEE LE (4 SINGLE w W W 'D NEW PERVIOUS: 10,527 SF (0.24f AC) )STACKED) FF w .5 w w AA 72,895 SF (1.67t AC) mwmIBUILDING: 15,220 SF (0.35t AC) u w W w PERCENTAGE OF LOT COVERED BY STRUCTURES: 20.9% FR-42A��l0 C m M PARKING DATA: IN COMPLIANCE WITH CITY OF RENTON STANDARDS 18.2 PARKING STALLS REQUIRED: 126 �Op PARKING STALLS SHARED: 15 Eyq:i MENT ENGINEERING W w PARKING STALLS PROVIDED: 107 (n w w w w w w w w W 4" 122* 12/20/2023 AA AA C DD AA �p 4"D *SEE PARKING AGREEMENT BY OTHERS. W —FO — Foy I� SEE LANDSCAPE PLANS FOR INTERIOR PARKING LOT F71� x _ LANDSCAPE AREA CALCULATIONS. 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: SCALE: DATE: Z.NALL VERTICAL: NAVD 1988 WEST77 PARTNERS 12.07.2023 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET HORIZONTAL: NAD 1983/1991 DESIGNED: PRI ITY F FIELDBOOK: 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET J.GREEN/D.RIDDLE RENTON LIVAWAY HOTEL PAGE: 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET DRAWN' PARK AVENUE NORTH J.GREEN D.RIDDLE ONE INCH DATUM DRAWING N0: 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX o2.10.23 JET CHECKED: AT FULL SCALE RENTON WA 98057 C'77 Cn J.TAFLIN J.GREEN IF NOT ONE INCH Planning/Building/Public Works Dept. .W NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SITE IMPROVEMENT PLAN SHEET: OF: J. TAFLI N 10 41 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 to N 17 1 O 1 W W Z w Q a ti cn W N r 1 V rn 0 4 1 N O N 0 U O 0 cn 0 —I n w o, 0 N i r` r` co a� i 0 a� i O 0 i m RESERVED PARKING vAN \CCESSIBLE GALVANIZED SQUARE TUBE SEE BREAK AWAY TUBE POST SLOPE TOP OF CONCRETE NOTE: THE MIN. HEIGHT OF z THE BOTTOM OF THE [LOWEST SIGN SHALL o BE 7'-0" i i� 3500 P.S.I. P.C. o- > CONCRETE BASE Q d. N `L 4'-0» w [--I2 0 CD 0 w ACCESSIBLE SIGN AND POST N TS 4" (MEDIUM -DUTY) 6" (MEDIUM -DUTY) HMA CLASS 21" (PG 58-22) (WSDOT STD SPEC 5-04 AND 9-03) CSBC (WSDOT STD SPEC 9-03.9 (3)) SUBGRADE PREPARED IN ACCORDANCE WITH RECOMMENDATIONS OF THE ?`—GEOTECHNICAL REPORT, DATED SEPT. 11, 2019 BY GEOENGINEERS ON -SITE ASPHALT PAVEMENT N TS PORTLAND CEMENT 8" (HEAVY DUTY) CONCRETE WITH FIBER MESH 10" (DRIVEWAY (WSDOT STD SPEC APPROACH) 5-05) 6" (HEAVY DUTY) CSBC (WSDOT STD SPEC 9-03.9 (3)) 6" (DRIVEWAY APPROACH) Y SUBGRADE PREPARED IN ACCORDANCE WITH RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, DATED SEPT. 11, 2019 BY GEOENGINEERS CEMENT CONCRETE PAVEMENT N TS SYMBOL TO BE WHITE, DOUBLE COATED, MINIMUM STROKE WIDTH TO BE 3". z 00 N ALIGN WITH EDGE OF PARKING STALL 24" MIN. ACCESSIBLE PARKING SYMBOL N TS 0 GALVANIZED SQUARE TUBE SEE BREAK AWAY — TUBE POST SLOPE TOP — OF CONCRETE GROUND SURFACE 3500 P.S.I. P.C. 30" NOTE: STOP SIGN WITH WHITE LEGEND ON RED BACKGROUND PER MUTCD STANDARD SIGN R1-1. NOTE: THE MIN. HEIGHT OF �. THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0" 0 i i� ° d. . }a CONCRETE BASE i� N J I d w > a of ~ 2,-0" Ll- 12"0 Ld c� 0 w NOTES: 1. STOP SIGN PER MUTCD R1-1. PLACE SIGN 2' FROM BACK OF CURB. STOP SIGN N TS ONLY GALVANIZED SQUARE TUBE SEE BREAK AWAY — TUBE POST SLOPE TOP — OF CONCRETE GROUND SURFACE NOTE: RIGHT TURN ONLY SIGN WITH BLACK LEGEND ON WHITE BACKGROUND PER MUTCD STANDARD SIGN R3-5R. NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0" d. . 3500 P.S.I. P.C. ° }a CONCRETE BASE i� N J I d w > a Of ~ 2,-0" 01 12"0 Ld c� 0 w NOTES: 1. RIGHT TURN ONLY SIGN PER MUTCD R3-5R. PLACE SIGN 2' FROM BACK OF CURB. RIGHT -TURN ONLY SIGN INSTALL ACCESSIBLE SIGN PER REGULATORY STANDARDS AND DETAIL 1, THIS SHEET. ACCESSIBLE SIGN WITH VAN ACCESSIBLE SIGN PER REGULATORY STANDARDS AND DETAIL 4, THIS SHEET. 5' 9' -4"..WIDE- DOUBLE COAT WHITE` STRIPE AT 45°, 18" O.C. -(TYP.) -ACCESSIBLE PARKING SYMBOL DETAIL 8, THIS SHEET- (TYP). N TS PAI D ARROW N TS NOTES: 1. STOP BAR & TEXT TO BE SOLID WHITE THERMOPLASTIC. STOP BAR 00000000000000000000000 0000000000000000000000000000000000a00000000000 0000000000000000000'Oo000o0000000000000000000p 00. 4" WIDE DOUBLE COAT a' WHITE STRIPE (TYP.) 98' 9' 9' 5' 9' CURB (TYP.) NOTES: 1. SEE SITE PLAN FOR TOTAL LAYOUT. SEE GRADING AND DRAINAGE PLAN FOR GRADING DETAILS. 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. 3. ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS OTHERWISE INDICATED. 4. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. ERECT SIGNS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ADA PARKING STALL SCALE: 1 "=10' N TS NAVIX 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com /2/07/ZQ23 R-426811 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IL Ar 00 N O O 1 M N Al to W O O 1 M N Q M J L0 Cfl M O O 1 N N W ii yqi 12/20/2023 �I I � 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: SCALE: WEST77 PARTNERS Z. N ALL VERTICAL: NAVD 1988 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET HORIZONTAL: NAD 1983/1991 CITY O F 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET J GREEN/D.RIDDLE LIVAWAY HOTEL 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET D�W" RENTON PARK AVENUE NORTH ® J.GREEN D.RIDDLE ONE INCH DATUM 4 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX o2.10.23 JET CHECKED: AT FULL SCALE RENTON WA 98057 B J.TAFLIN J.GREEN IF NOT ONE INCH Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY SITE DETAILS W Z Q DATE: 12.07.2023 FIELDBOOK: PAGE: DRAWING NO: C-1.2 W SHEET. 11 OF. 41 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 W N 1 I Ill H l- O O I CV O N 0 U QJ C/7 O -I n W U) cV a n / 0 / O CY Tit m SPECIAL NtlTE: IN THE EVENT TRANSVERSE PATCHES EXIST WID-IN THE AFFECTED STREET, THE LENGio OF THE PATCH SHALL R£ EXTENDED TO INCLUDE ANY EXISTING PATCH MTHiN 16 FEET OF THE EDGE OF WE PATCH REQUIRED FOR THE NEW CROSSING AND ANY SVBSEQUENT PATCH EDGE WITHIN 1D FEAT OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. MIH � MIN VA� MIN � MIN I IjlI , I � � I a �--f . -TRAFFIC FLOW f ,I I Z' HMA I I fi 2" TO ri- HMA 6 5' MIN- 2- DEPTH OF PLANING UK SAWCUT AND REMOVE FACE OF GUTTER OR EDGE OF PAVEMENT CENTER UNE OR LANE LINE VARIES, 6.5' MIN. DEPTH OF EXISTlNC PAVEMENT �•�- VARIES I MIN 1 MIN IJ MIN MIN 2" SAWCUT AND REM04E OR PLANE. SEAL WITH 2" - 6" MW HMA (SEE NOTE 2) AR-4000W f (EACH SIDE) $" CRASHED SURFACING TOP COURSE (CSTC 2" HMA (9-03.9(3)) PER WSDOT STAN7ARO SPECIFICATIONS, COMPACTED TO 95% MODIFIED PPOCTOR, 5RWCU1 Ar ILH UACKFILL (EACH 90E) \-CSrC, BANK RUN GRAVEL FOR TRENCH BACKFILL GRAVEL BORROW (9-D3,14(1)) PER WSDOT STANDARD SPECIFICATIONSOR NATIVE MATERIAL IF APPR01'T'D INJN WRITING G BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. VdDTI-l IMPRQ E TRENCH A5 RCI 5T O BY SIZE OF PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIf ICROH 2-09.4) FLU$ AN ALLOWANCE FOR AA1Y SHORING. 5}it7RINCr, IF NEEDED. SHALL MEET THE REOUIREMENTS OF WSOOT STANDARD SPECIRCATIDN 7-D0,3(1)8 TRENCH WIDTH PIPE PONE 9EDDING. MATERIAL-- SEE STANDARD PLAN SIO.t. FOR NOTES, SEE STANDARD PLAN 110.E TYPICAL TRANSVE�iSE PATCH FQR STD, PLAN - 110 PUBLIC WORKSFLEXIBLE PAVEIIAENT OR RIGI!! DEPARTMENTDEPARTMENTNTPAVEMENT WiTH OVERLAY fp FACE OF CURB - 6 1 + TOP OF • '-^ 112` R. ROADWAY t- r [ Io CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB PLUSH VM GUTTER PAN AT SIDEWALK RALIP FNTRPJJCE 1-12 1:i4 TOP OF 1I2' R. ROAMVAY 1 �r DEPRESSED CURB SECTION AT SIDEWALK RAMPS 316" 8' CEMENT CONCRETE 112-R. 1 R SIDEWALK RAMP VAROR LANDING FROM M L 6 TOO j t 3m, PREMOL OCI7 JOINT fa LEER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RANIPS AND LANCING$ FACE OF ADJACENT CURS 5 112'-- SEE REPRESSED CURB OF -TAIL THIS SHEET 124 TOP Or t T j• 112"14. ROADWAY r I 1 r� r DEPRESSED CURB SECTiON AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF ADJACENT CURB ■ P * y'+ •r - ' QLFTMR SURFACE PREMCLI]EL, �! JO NT FILLER 1• R, E FUt,L-DEPTH EXPANSION JOINT FACE OF CURB 8 If2- Ti. 1' R, + I TOP OF ROADWAY r r 8 1J4' CEMENT CONCRETE TRAFFIC CUR8 DEPRESSED CURB DETAIL AT RnIMNTTAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS GEN ERAL NOT ES. 1, See Starewd plan 102 and 101.1 for auh expansion and wntracbon joint spamrig. 2. ENparwen joint 0411 be foil depth• 378- fln.l prenwMM joint Eller. 3. For Vapr*Wd hlbnoFAhiC Dtimway Cu-b 3 Gutier Soclon, sea Slatldard Plan 104.2 PUBLIC WORKS STD. PLAN - 101 DEPARTMENT' CEMENT CONCRETE CURBS fT r VARIES! 4.5' MIN, LANE LiNE MARKING SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT 2" - 6" HMA (SEE NOTE 2) i' 1` EDGE Or PAVEMENT, EDGE J OF CARE & GUTTER, OR MIN, MrN. CENTER OF LANE MARKING 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-O3.9(3}) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFCATIONS, COMPACTED TO 955t OR PLANE, SEAL WITH MODIFIED PROCTOR AR-4000W CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03-14.(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED rN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95% MODIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-48.3(1)e ' FOR STORM AND WATER PIPE, PER STD PLAN 220.0 " FOR SANITARY SEWER, PER STD PLAN 405 TRENCH MOTH " FOR JOINT UTILITY TRENCH, SAND WiTH 95% PASSING A #4 SIEVE ANO LESS THAN 57 PASSING A #200 SIEVE NOTES: I I. WHEN ExISTING PAVEMENT IN A LANE REQUIRING A FULL 1MDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 CAR LESS, THE EMSTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CiTY STANDARD, WHICHEVER IS GREA7£R- 2. PRINCIPAL/ MIN ORfCGLLECTOR, ARTERIAL, do INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL �' PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 5". RESIDENTIAL ACCESS STREETS - HMA CL J' PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4", 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER ❑R SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA- 4- IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR rVR135, THEN THE SIDEWALK k4VOR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5. IF TRENCHING THROU13H EXISTING MVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL fLL.ONGITUff51NAL PJfo►TC" STD. PLAN - 110.1 ■ PUBLIC WOFK5 FOR F4E]CIRLE PAVEMENT DR DEPARTMENT RIGID PAVEMENT WITH OVERLAY riiNVJI�k �� l Specifications and Space Use Models 301, 301R 302 301 49" I I U 74.54 itructure and Finish • 1 door, 1 hike rapacity. All la[kers are shipped assembled • One piece molded fiberglas5 plastic campasfte, UV and graffftf resistant. and can stand atone or he grouped. • Comes In choice of two colors - medsum grey or tan. No commanwalls- Lockers ate • Comes -standard wtlh choice of F handle lack with three keys or padiockfng handle system. easilvelocaled Fiberglass reinforced plastic is highly resisrarlt to Impact and status and Will not corrode. kNh security With standard trey ticks recessed in door face and internal Igcking Nai mechanism. Models 351, 351P, 352 351 ! 351P 49" � 49" Q �rtl 1 a 74.5" Structure and Finish 1 door, 1 bike capacity Modular molded fiberglass plastic composite • UV and graffiti resistant • Comes in choice of seven colors • Comes standard with Medeco T-hand fe lack system • All stainless steel hardware • Gear Hooks (2 per locker) • Air#law vents • Engraved locker numbers (Starting at i unless otherwise noted) �► lD�Ra •I=LAYeaF.�a BIKE L 352�C� a 74.5' �A0- Fiberglass rei n{orLed plastc mmtruction is highly resistant to impact and snatching Finish never needs painting, WrlI nut rust or corrode, and is extremely resisual to staff s Standard tacking mechanism is completely internal and resists tamperl+�g ` C� vVVVvll.c�era-G�Im �; r.��.3�✓7•G7�°J CKER s RAISED £OGEDETAIL LEVEL ' EICFFJf65;1DEWALK7XVrSlEFI5C T•,T' t'-tr' 3S- i N) PREMaLDEDjD4NT F&LER IJ'L, SiR}R I :!dWY510 INCLUDE RPosPu LD4-- TYPICAL IYHEREAPPUG1BLE • RaU ❑ING 7 D% I tp' {'N! R rT4P I Sf£ STD P[AN kp1 + •:. ,a r - ry; 5 ,�7a snrrcmewlwLr : i • • • �� $�£ Wu3E4 E l , Yt - - J CR3ssrlEe RGaG RA_ s'+p SIDEWALK WE tlYPFl AL urinER C LISFic} OURFACIM TOP CGUR,SE ICLLct1r MH SIDEWALK 10 t5x IJflOn P(1vCFOft SLOPE �Vp WITH RAISED EDGE iUNLESSRr-YPI LU%I WANED tiY lr2' H. rTYPI GVrT Ff R] TYPI{'JIL u%OAR ALL CURa, 4N! cUTTE. a anEWAex CSTC UNDER 7_VS t y Fart CURB DE -TAILS Cu-"A RMJFTMTP fteTH 9CSSOR 1.51E MATCH E10STWG ROADWAYCRUStED RO p`. SEE S[O PLAN 1A1 Lr SASS, W111CHEVER I$ GREATER CM. FOR ALL GU" {GUrrj T TOPO COW-R E r SURFACr sePnF cGFxreETs slmFAce =-p• sreEWxR ADJACENT TO CURB r MIN 11T ON} R. CrYP j RCiI DING FDR CURD DPNL5 ? k I tSR 9EE STD PLAN 101 d 05EDGE OR PEDESTRM 5t� �; �' ,: �'%••�'�� RULWG � • FOR WRBGETARS ADJACENT TD CURS UARFUER-SEE &DEWA11[ SEE 519 %JVQ tpi {STEEP Fh15LDPEd] CONTRACT ikAHS ALL ORGAMIER r� I Ill" IIN) R rrYP.) FLUSH ` I SLDESVAIX � 1.71 •.:."tiK -S•_. .:ray■: r:r'1`'""Y' ,re MR. •�c rt lr�1-WALL- F �•;.!''�� Ss:Ene7M r 3WVZ PPJJJOLnED ~ JtlENi feJFTt , pNy ADJACENTT0 CURS AND RAILING OR WALL PAET,101>SED JdN7 FILLE R MR 4[>E BIl>:FTR STRIP TURYT 311UEWALK SIDEWALK ADJACENT TO WALL DETAIL L 'ENOTE$N BlDEWALK -IRA R 5EGY IOIy5 . 1 pw I !.S!L Fart CURB CETAHS ` 1 SIG k4N. SEE STp PLAN 141 ♦;ter r.. eROCYMEB Fuasll 1at•_i� OR RtATGHEXFSirNG . er ihl '-L TE, RaWfjYE[ED PEPoMETER FINISHED GP404 Y,1 `NjjQ$bLJI)POF CONCRETE SURFACE Ftlit PIAHi]HU -FLUsk IF PAVED ' � ■ CLMEM CONGRETFCURG ADJACENT TO BUFFER STRIP 1�.� l�✓ /� � k [GlAta u+3]GUrtER snout S SEEFOR sraPlhmtrACURB SEE 8T8 P Wq 4PY r www TO Trr NOTES p 1. Four root yr the Giduwalk width shah /f by The mintrrtum edesbian P Z `�� N91DEWAL1c Orxti *i'r at=sslWe rwlre =.xl free of venlcal and harizontat obsuucnons. Grodrl % Access Covens. Juncgon Bomm. GURDARL SIDEWAALLK(str�ePlµ��Ij Cable Vauils. Pup Saxes and ether • , appurleAwsms Willi In the Wdswatk aS C CONTRACTION JOINT must to llv3h M1h 5urtop9, and malch grade al the aldewalk JOINT AND FINISH DETAIL , . + ♦ +}x• 7. Moncli me Cement Ccmcr[SC Curb and ` •r ' �A •� Wewatk is net permitted In nrx Far ether referenced NOTES see 9 constmmicn. When repl")w-ern work STD PLAN 1104.2- nevmlidSus • klonellthIc Cement MpLaE Cuna[ne cul butld Re, WPRE 50QT PRIT rALFIt Standard Plen F-30.10-03. Paved Surfaces mull oan'oy with jOINTE FULL-6EPT#I 3. Commie to he 4.01% PSI, S TO N 102.1 2a applicable, 1EXPANSION JOINT STD- PLAN - 102 t PUBLIC WORKS EMENT CONCIRETE ff -�f'E:I `] - ; 1 DEPARTMENT SIDEWALK 'r'flrlL,r►11 {"3-A ICie, L TRUCK APRON MATCH TRUCK APRON SLOPE 1 /2" R - TRUCK APRON- \ N TS i 0 ® Q 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: Z.NALL SCALE: 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET DESIGNED: N/D.RIDDLE 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET DRAWN: DAWN: J.GREEN D.RIDDLE ONE INCH 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: J.TAFLIN J.GREEN AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: J. TAFLI N PUBLIC SIDEWALKS TO BE CONSTRUCTED WITH 4,000 PSI CONCRETE. PRIVATE SIDEWALK TO BE CONSTRUCTED WITH 3,000 PSI CONCRETE. 10" 1'-0" FACE OF CURB T 1 /2" R ROUNDABOUT LANE MATCH ROUNDABOUT LANE CROSS SLOPE 1 /2" R ROUNDABOUT LANE ROLLED CURB PER WSDOT STANDARD PLAN F-10.12-01 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM N TS CITY OF RENTON Planning/Building/Public Works Dept. NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com �N,I ZABE?' OF WAShrt�G �ssIONAL E�� /2/07/ZQZ3 R-426812 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING /ram 00 N 40 1 N w L7 J LO M O O O 1 N W yqi 12/20/2023 WEST77 PARTNERS LIVAWAY HOTEL PARK AVENUE NORTH RENTON, WA 98057 SITE DETAILS i DATE: 12.07.2023 FIELDBOOK: PAGE: DRAWING NO: C-1.3 W SHEET: OF: 12 41 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 to N 1 O 1 W F_ CD N 0 N CD U O (n CAI n W / 0 N C7 0 co a� / 0 / O W / m NOTES A J1 A CURB RAMP, LANDING, CUT 1. Permanent Detectable Warning Surfaces (DWS) shall extend the full width of the curb ramp, R E ` C - MIN. MAX THROUGH OR WALKWAY DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: if the Manufacturer of the r SURFACE (DWS) DWS requires a concrete border around the DWS, a variance of up to 2" (in) on each side SEE TRUNCATED DOME 1 SEE NOTE 3 of the DWS is permitted. A 1-so' 2.40- DETAIL THIS SHEET }+ + @ B 0-65" - ` 2. Permanent Detectable Warning Surfaces (DWS) shall be placed on a minimum 4" (in} A B - D - a 0,45" D.sD- thick concrete pad. The DWS panel shall be placed adjacent to the back of the curb and r _ O BACK OF CURB + with no more than a Z" (in) gap between the DW5 and the back of the curb measured at O fl T D 0.9- 1.4(r SEE NOTE 2 x - 0" MIN. - the center of the DWS panel. Exception: If the Manufacturer of the selected DWS requires TRUNCATED DAME E 0,2 o z^ ;;'�`?•`"`• APpL CA 4 S a concrete border around the DWS, a variance of up to 2" (in) from the back of the ouch is SECTION . � 1 N permitted (measured at the leading corners of the DWS panel). TRUNCATED DOME SPACING L - 3. The rows of truncated domes shall be aligned to be parallel to the direction of travel, SEE NOTE 3 SEE STANDARD SPECIFICATIONSIr FOR COLOR OF SURFACE and perpendicular to the grade break at the back of curb. 4If curb and gutter are not present, such as a shared -use path connecction, the Detectable CURB AND GUTTER TRUNCATED DOME DETAILS _MATCHDTH OF.ClJR9.RAMP, - Waming Surface shall bell � LANDING, . C&-UT-THROUGH OR placed at the pavement edge. o; WALKWAY 5, See Standard Plans for sidewalk and curb ramp details. mDFFSEr DETECTABLE WARNING SURFACE DETAIL 6. If a curb ramp is required, the location of the Detectable Warning Surface must be at LANDING � the bottom of the ramp and within the required distance from the rail crossing. WALKWAY CURB RAMP SEE NOTE 7 LANDING 7. When the grade break between the curb ramp and the landing is less than or equal to r, WIDTH OF 5 R. from the back of curb at all points, place the Detectable Warning Surface on the WALKWAY bottom of the curl? ramp directly above the grade break. WALKWAY WALKWAY WIDTH OF CUT 8. Glued or stick down Detectable Warning Surfaces are allowed only for temporary _ r �THRQG1 H (TYP.) work zone applications, w DETECTABLE WARMING SURFACE (DVVS) -- E CURB RAMP SEE NOTE 3 i WIDTH OF CUT -THROUGH - BACK OF CURB 2 ITYIP.) w jx fl FLARE SINGLE DIRECTION CURB RAMP ;;;; 2'- 0" m (GRADE BREAK BETWEEN CURB AND MIN. MIN. LANDING:; 5 FT. FROM BACK OF CURB) {SEE NOTES} LEGEND BACK OF CURB - _. DETECTABLE WARNING I DETECTABLE WARNING o WHEELCHAIR DIRECTION SEE NOTE 2 SURFACE (DWS) - SURFACE (TYP.) ::'Y :i:i. L - DIRECTION OF TRAVEL Z�� CURE RAMP w LANDiNC3 OF TRAVEL SEE NOTE 3 SEE NOTE 3 < ¢ WIDTH OF CURB RAMP WALKWAY -. _ BACK OF CURS - BACK of CURB - SEE MOTES 2 5 8 SEE NOTE 2 MOTH OF PERPENDICULAR CURB RAMP r WALKWAY (SEE NOTE 6) - - ISLAND CUT -THROUGH 2 0 WIDTH OF CURB RAMP, MIN. LANDING, OR WALKWAY DETECTABLE WARNING SURFACE (TYP-) - :: sl�� F DETECTABLE WARNING SEE NOTES 3 AND 8 I - nF WASH.. �C. SURFACE EE NOTE(DWS) y BACK OF CURB - j SEE NOTE 2 SINGLE (DIRECTION CURB RAMP DETECTABLE WARNING (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - LANDING n 5 FT. FROM BACK OF CURB) SEE NOTES 3 $ 6 (SEE NOTE 6) CURB RAMP CURB RAMP BACK 2 - SEE R 3 b ze 1 I l MEDIAN CUT -THROUGH b iw WIDTH OF SHARED - USE PATH OR WALKWAY (TYP,) WALKWAY LANDING - WNlfWAY WIDTH OF CUT -THROUGH - AUg 3O, 2021 (TYP.) SHARED llSE - PATH OR DETECTABLE WARNING r ROUNDABOUT SPLITTER WALKWAY SURFACE BACK OF CURB DETECTABLE WARNING SEE NOTE 2 WIDTH OF SURFACE (DWS) - SEE NOTE 3 LANDING PARALLEL CURB RAMP (SEE NOTE 61 ISLAND RAIL M - PAVEMENT - SHOULDER STANDARD PLAN F•45.1D•03 EDGE ! ::' SHEET 1 OF 1 SHEET f.. APPROVED FOR PUBLICATION ;:f?! PATH OR DETECTABLE WARNING ~ WALKWAY SURFACE (DWS) - Aug 31, 2021 SEE NOTES 3 B 4 BrATF[1 MQN E"NFER PEDESTRIAN RAILROAD CROSSING T Waohinglon Stale Depwlment ar rronWrWian PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION �// NOTES A CURS RAMP WIDTH 4'- 0'• MIN. LANDING TO MATCH A CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH V - 0" MIN. 1. At marked CTOSSW8Ik5, the connection between the curb ramp and the road- LADTH - E MATCH CURB RAMP way must be contained within the width of the crosswalk markings. I LANDING I WIDTH -SEE CONTRACT PLANS Y 9 GRADE BREAK I 2. Where "GRADE BREAK" is called out, the entire length of the grade break LANDING CURB RAMP GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE GRADE BREAK between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS - W - 4" MIN. SIDEWALK -- SEE NOTE 5 3. D❑ not place Gratings, J unction Boxes, Access Covers, or other appurten- 4' - 0" MIN• ances on any part of the Curb Ramp or Landing, or in front of the Curb I PROVIDE SMOOTH TRANSITION CEMENT CONCRETE TO SIDEWALK WIDTH 21 - tV Ramp where it connects to the roadway. SIDEWALK - SEE NOTE 5 (TYP.) SEE CONTRACT PANS - I MIN. SEE CONTRACT 4. See Contract Plans for the curb desig n specified. See Standard Plan 4'- D" MIN. PLANS - 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and FLARE (TYP.) l 318" EXPANSION BUFFER WIDTH - MATCH Pedestrian Curb details. JOINT (TYP,) - SEE TO CURB RAMP DEPTH I 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 318" EXPANSION j CURB RAMP STANDARD PLAN F-30.10 V i MP.) JOINT (TYP.) - SEE I Contract Plans for width and placement of sidewalk. STANDARD PLAN F-30.10 GRADE v' u v 6. The Bid Item "Cement Concrete CupyPrb Ram Type _" does not include the BREAK TRANSITION TO SIDEWALK BUFFER, IF GRADE BREAK t PRESENT, OR TO BACK OF CURB (TYP.) - adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian i?;? * SEE CONTRACT PLANS. ,:, m Curb, or Sidewalks. �_. 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CURB, OR CURB -- -- - - --- CURB, OR CURB CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, SEE NOTE 4 AND GUTTER 4 - _ _ AND GUTTER - PEDESTRIAN CURB the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a -I I SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE tJOTE 4 B 1 single Constant slope from bottom of ramp to tap of ramp to match into SEE STANDARD PLAN F-45.10 ❑ETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. Do not Include the FACE OF CURB FACE OF CURB SEE STANDARD PLAN F-U.10 abutting landing in the 15-foot max. measurement. MEASURED PARALLEL DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings Shall receive a broom finish. See Standard TO CURB (TYP,) CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14. LL g. Pedestrian Curb may be omitted if the ground surface at the back of the d Curb Ramp andlor Landing will be at the same elevation as the Curb g Ramp or Landing and there will not be material to retain. O CONTRACTION JOINT (TYP.) _ SEE STANDARD PLAN F-30.10 z FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE w PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW } TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F45.10 SLOPE IN EITHER DIRECTION d 0 4'- 0" MIN. 15' - U" MAX. {TYP.) GRADE BREAK * DESIGNIFO RMWOR K 2% MAX.1.5% OR FLATTER ) RECOMMENDED FOR SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SEDATE - 7.5% OR PLATER REGOMMENf}EQ FOR SEE STANDARD PLAN F-30.10 � GRADE BREAK 5.0% MAX. * DESIGNIFORMWORK (8.3% MAX.) TOP OF ROADWAY * 9 5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (10% MAX.) ()IT pr iPASy� LANDING CURB RAMP - .a. " R� DEPRESSED CURB AND GUTTER - h 1 SEE STANDARDS PLAN F-10.12 SECTION ( A CEMENT CONCRETE CURS RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE fa6aa��q TWA' PEDESTRIAN CURB - PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 PERPENDICULAR PAY LIMIT - SEE NOTE 6 F 5T� SEE NOTE 4 �y-'ONAL DETECTABLE WARNING SURFACE - SEE STANDA RD PLAN F- 5,10 D.gltAy signed by R- Scott Zeller Date: 204.(&. 2 I3:2s'S3 LTon• PERPENDICULAR CURB RAMP 3" R. TYP DEPRESSED CURB AND GUTTER - SEE NOTE 4 STANDARD PLAN F-40.1544 SHEET 1 OF 1 SHEET CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 APPROVED FOR PUBLICATION Date: 2020.09.25 14:44:37-07'00' ISOMETRIC VIEW ISOMETRIC VIEW A1111111k STArE 0MGN ENUNEER CURB RADIUS DETAIL (B ] TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT 7w.0- worhinglon Slate DopoAmonrolTronsporwion NOTES POURED JOINT 4'-0" MIN - A 4'- D" MIN- - A NOTES: SEE CONTRACT PLANS SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the VERTICAL SAWCUT 1 /4" MIN. SEALING COMPOUND 3M" EXPANSION PEDESTRIAN CURB - 3I8" {IN) EXPANSION roadway must be contained within the width of the crosswalk markings. JOINT (TYP.)-SEE SEE NOTE 9 JOINT (TYP.)-SEE PEDESTRIAN CURB- y1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. STANDARD PLAN F-30.10 STANDARD PLAN F-30.10 LANDING SEE NOTE 9 2. Where "GRADE BREAK' is called out, the entire length of the grade LANDING break between the two adjacent surface planes shall be flush. 2. CONTROL JOINTS SHALL BE PLACED 15' O.C. MAX. EACH WAY 3. Do not place Gratin s Junction Boxes, Access Covers, or other appurte- B SIDEWALK nances on any part of the Curb Ramp or Landing, or in the Depressed ~ 3. JOINT CONSTRUCTION: CONSTRUCT EXPANSION, WEAKENED -PLANE CURB AND GUTTER * 7E 11r C Curb and Gutter where the Landing connects to the roadway. SIDEWALK CONTROL (CONTRACTION), AND CONSTRUCTION JOINTS STRAIGHT WITH 3" R_ 4. See Contract Plans For the curb design specified. See Standard Plan TOP 1 /8" NO SEALING FACE PERPENDICULAR TO CONCRETE SURFACE. CONSTRUCT TRANSVERSE EEEE:? :€: ;i: •::'::_ "- m'i° F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and COMPOUND JOINTS PERPENDICULAR TO CENTERLINE, UNLESS OTHERWISE DETAILED. CURB AND GUTTER Pedestrian Curb details. CURB RAMP T = PAVEMENT THICKNESS 4' -0" MIN, - CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE- 5. See Standard Plan F-30.16 for Cement Concrete Sidewalk Details. WEAKENED -PLANE CONTROL OR CONTRACTION JOINTS: PROVIDE JOINTS SEE CONTRACT PLANS DETECTABLE WARNING SURFACE - N - 0" IN-- SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. CONTRACTION JOINT SEE STAN DARD P LAN F-45. 10 SEE CONTRACTPLANS AT SPACING OF 15 FEET, 0 INCHES ON CENTER, MAXIMUM EACH WAY. FACE OF CURB FACE OF CURB DEPRESSED CURB AND GUTTER 6. The Bid Item "Cement Concrete Curb Ramp Type -'does not include DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, DOWEL DIAMETER = T/8 (IN) CONSTRUCT CONTROL JOINTS FOR DEPTH EQUAL TO AT LEAST 1 /4 OF LU CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks. THE CONCRETE THICKNESS, AS FOLLOWS: g 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise 15" LONG SMOOTH DOWEL @ 18" O.C. z shown in the Contract Plans). When applying the 15-foot max. length, •• FORM TOOLED JOINTS IN FRESH CONCRETE BY GROOVING TOP WITH w PLAN VIEW DETECTABLE WARNING SURFACE- PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%. Use a single RECOMMENDED TOOL AND FINISHING EDGE WITH JOINTER. LL TYPE PARALLEL A SEE STANDARD PLAN F-45.10 TYPE PARALLEL B constant slope from bottom of ramp to tap of ramp to match into the sidewalk VERTICAL POURED JOINT SEALING m 4 -0 MIN over a horizontal distance of 15 feet. Do not include abutting landing(s) In SAWCUT COMPOUND •• FORM SAWED JOINTS USING POWERED SAWS EQUIPPED WITH SEE CONTRACT PLANS GRADE BREAK the15-foot max. measurement. When a ramp is constructed on a radius, the 1/4" MIN. SHATTERPROOF ABRASIVE OR DIAMOND -RIMMED BLADES. CUT 15-foot max. length is measured on the inside radius along the back of the FIRST POUR DOWEL SLEEVE CLOSED CONTRACTION JOINT (TYP.) STANDAROPLANF•30.1 ) SECOND POUR ( JOINTS INTO HARDENED CONCRETE AS SOON AS SURFACE WILL NOT FOR CURB RAMP LENGTHS GREATER THAN 8' - 0"PROVIDE a COUNTER SLOPE TOP OF walkway. CONTRACTIONJO[NTEQUALLY SPACED4'-0"MIN-OC. ?'<� % ROADWAY 8. Curb Ramps and Landings shall receive abroom finish. See Standard 2 MIN. END) TO FIT DOWEL BE TORN, ABRADED, OR OTHERWISE DAMAGED BY CUTTING ACTION. Specifications 8.14.E AND BE SECURED En - 9. Pedestrian Curb may be omitted if iF1e ground surface at the back of the ~ 4. CONSTRUCTION JOINTS: PLACE CONSTRUCTION JOINTS AT END OF CEMENT CONCRETE PEDESTRIAN DEPRESSED CURB AND GUTTER - LANDING SEE STANDARD PLAN F-10.12 Curb Ramp andlor Landing will be at the same elevation as the Curb » PLACEMENTS AND AT LOCATIONS WHERE PLACEMENT OPERATIONS ARE CURB - SEE MOTE 9 7 AND NOTE 6 Ramp or Landing and there will be no material to retain. 1-1 /4 MIN. SECTION DOWEL TO BE CLEARANCE STOPPED FOR PERIOD OF MORE THAN 1 /2 HOUR, EXCEPT WHERE SUCH 4' -0' NUN. 15' - 0" MAX. (TYP.] LEGEND SEE CONTRACT PLANS SEENOTE7 TOP 1/8" NO SEALING LUBRICATED PLACEMENTS TERMINATE AT EXPANSION JOINTS. CONSTRUCT JOINTS IN SLOPE IN EITHER DIRECTION SIDEWALK COMPOUND ACCORDANCE WITH STANDARD DETAILS. 15' - 0" MAX. (TYP.) 4 -f}" MIN. 15'- 0" MAX (TYP) GRADE BREAK * 1.5% OR PLATER RECOMMENDED FOR SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK u * r1E51GNIFORMWORK(2%MAX-) CONSTRUCTION JOINT 5. TRANSVERSE EXPANSION JOINTS: LOCATE EXPANSION JOINTS AT GRADE BREAK 7.5%OR FLATTER RECOMMENDED FOR DESIGN! MAXIMUM OF 180 FEET ON CENTER, MAXIMUM EACH WAY UNLESS SIDEWALK GRADE BREAK FORMWORK (8-3%MAX.)- SEE NOTE 7 DOWEL DIAMETER = T/8 (IN) OTHERWISE SHOWN ON THE CONSTRUCTION DRAWINGS. PROVIDE * * * * CURB RAMP 15" LONG SMOOTH DOWEL © 18" O.C. PREMOLDED JOINT FILLER FOR EXPANSION JOINTS ABUTTING CONCRETE *CURB318" (IN) EXPANSION JOINT (TYP,) •- T POURED JOINT SEALING CURBS, CATCH BASINS, MANHOLES, INLETS, STRUCTURES, SIDEWALKS, PEDESTRIAN EE NOTE 9 LANDING 1 SEE STANDARD PLAN F-30.10 c�CO� �� 01 COMPOUND tag ��, AND OTHER FIXED OBJECTS. - � cuffs RAMP ' �ee�4+ �y v t CURB RAMP LANDING r�r 318" EXPANSION JOINT (TYP-) - 7 SECTION c n TO FIT DOWEL AND BE 6. BUTT JOINTS: FOR JOINTS AGAINST EXISTING PAVEMENT, PLACE 16" SEE STAND� STANDARD PLAN - 2 MIN. SECURED LONG DOWELS EIGHT INCHES INTO HOLES DRILLED INTO CENTER OF SECTION [ $ 1 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) 0 EXISTING SLAB. EPDXY DOWELS INTO HOLES WITH APPROVED EPDXY tALgNGINSIOERAD1uSATBACKOfWALKWAY) "CEMENT CONCRETE CURB RAMP TYPE a�°,��lo°1Is, -IT g�� ~ 1-1 4" MIN. COMPOUND. PLACE DOWELS PRIOR TO CONCRETE PLACEMENT FOR NEW PARALLEL B' PAY LIMIT - SEE NOTE 6 sraNAL � / CONCRETE. DOWEL SPACING TO BE 24 INCHES ON CENTER UNLESS "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A- PAY LIMIT - SEE NOTE 6 71 TYPE PARALLEL A PAY LIMIT ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT 4 0 3 0 2 B NO. NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com 12/07/2Q23 r CD 00 04 CD 9) N AA W O 0 1 N Q M J ii DOWEL TO B CLEARANCE OTHERWISE SHOWN ON DRAWINGS. SAW JOINT AND FILL WITH JOINT ID„-�>(11r, 7:1[y ;�l�l Junl . -scouM 16 TOP 1 /8 NO SEALING LUBRICATED SEALER. COMPOUND PARALLEL CURB RAMP 1/4" MIN. FELT FILLER PER R-426813 T = PAVEMENT THICKNESS WSDOT STANDARD SPEC STANDARD PLAN F-40.12-03 9-04.1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION TRANSVERSE EXPANSION JOINT DEVELOPMENT ENGINEERIJitNG - STATE DESIGN ENGINaFt CONCRETE JOINT DETAILS 0 Wachinglon Stara Depnnmonra}Transporfotian w•s 1 yqi 12/20/2023 N TS W CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.231 JET SURVEYED: SCALE: Z. N A LL VERTICAL: NAVD 1988 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET DESIGNED: HORIZONTAL: NAD 1983/1991 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET J.GREEN/D.RIDDLE SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET DRAWN: J.GREEN D.RIDDLE ONE INCH DATUM INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL SCALE J.TAFLIN J.GREEN IF NOT ONE INCH REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. WEST77 PARTNERS LIVAWAY HOTEL PARK AVENUE NORTH RENTON, WA 98057 SITE DETAILS Z Q DATE: 12.07.2023 FIELDBOOK: PAGE: DRAWING N0: C-1.4 W SHEET. 13 OF. 41 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. N O N CO O U O 0 �I n LLJ / CT 0 N CO r` r` a> / C O / 0 co / m I I I I I I I♦ r I � 0 3 --- R 0 C o I 0 8.5' (TYP.) 0 0 D ti n O I n 0 a I D I y O D I J I I L R=2' 24' I COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT R=4' I 24' I 8.5' (TYP.) 16' TYP. J 19' TYP. I � I I D I 35' SEE DETAIL 1 I ,a . .' I' D , THIS SHEET R=30 r :�� of --- 6.5' -- --rl — — --�, 24' 11 Q i 1 27' — 5' I 1 F 18.1' 1111111 ANN I-j----� --- — H R=30' 6.5' 1 FJ r —F� - IDI �Fc � F rn 5 CIVIL CONSTRUCTION PERMIT COMMENTS 4 CIVIL CONSTRUCTION PERMIT COMMENTS 0 3 CIVIL CONSTRUCTION PERMIT APPLICATION O 2 SITE PLAN REVIEW RESUBMITTAL �Q 1 INITIAL SITE PLAN REVIEW SUBMITTAL NO. REVISION :■■IIIIIE, W NAVIX 12.07.23 JET SURVEYED: Z.NALL NAVIX 10.20.23 JET DESIGNED: J.GREEN/D.RIDDLE NAVIX 06.02.23 JET NAVIX 03.03.23 JET DRAWN: J.GREEN D.RIDDLE NAVIX 02.10.23 JET CHECKED: J.TAFLIN J.GREEN BY DATE AP P R APPROVED: J. TAFLI N 58' 87' SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LEGEND PROPERTY LINE ROLLED CURB 4 PER DETAIL 1 AND WSDOT STD. < PLAN F-10.12.01 SEE SHEET C-1.3. 4.3' —I2.13' R=1' L R 5 I R=1' R=5' I 5.43' 8.72'I R=1' I R=44' R=1'1 I .a I I 4 1 R=30' I . < a 1 I 4 � I I Lon it PORKCHOP WITH ROLLED CURB PER WSDOT STD. PLAN F-10.12-01 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 5' CITY OF RENTON Planning/Building/Public Works Dept. J 0 10 20 40 SCALE: 1 inch = 20 ft. NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com 12/07/2Q23 r O N 0 N M O O O N 04 i1 R-426814 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Eyq OPMENT ENGINEERING i 12/20/2023 W Z N� I.L Q WEST77 PARTNERS DATE:12.07.2023 L I VAWAY HOTEL FIELDBOOK: PARK AVENUE NORTH DRAWING NO: F— RENTON, WA 98057 C-1.10 W HORIZONTAL CONTROL PLAN SHEET. 14 OF. 41 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 W CNI W F- LU Z Q a. ti Cl)I W E Q N O N CO O U U F �I n LLJ / CT 0 N CO r, r, / 0 aD / 0 co / m W -F YD YD _�T EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT i EXISTING FIRE HYDRANT FIRE TRUCK ACCESS: PER CITY OF RENTON CODE SECTION 4-4-080 PARKING, LOADING AND DRIVEWAY REGULATIONS: 6.13. MINIMUM WIDTH AND CLEARANCE: LANES SHALL PROVIDE A MINIMUM UNOBSTRUCTED CONTINUOUS WIDTH OF TWENTY FEET (20') AND PROVIDE A MINIMUM VERTICAL CLEARANCE OF THIRTEEN FEET SIX INCHES (13'6"). (ORD.3988, 4-28-1986). 6.C. IDENTIFICATION: 1) LANES SHALL BE IDENTIFIED BY A FOUR INCH (4") WIDE LINE AND CURB PAINTED BRIGHT RED. THE BLOCK LETTERS SHALL STATE, "FIRE LAND - NO PARKING", BE EIGHTEEN INCHES (18") HIGH, PAINTED WHITE, LOCATED NOT LESS THAN ONE FOOT (1') FOR THE CURB FACE, AT FIFTY FOOT INTERVALS. (ORD. 4130, 2-15-1988) II) SIGNS SHALL BE TWELVE INCHES BY EIGHTEEN INCHES (12" X 18") AND SHALL HAVE LETTERS AND BACKGROUND OF CONTRASTING COLORS, READILY READABLE FROM AT LEAST A FIFTY FOOT (50') DISTANCE. (ORD. 3988, 4-28-1966) III) SIGNS SHALL BE SPACED NOT FURTHER THAN FIFTY FEET (50') APART NOR SHALL THEY BE PLACES LESS THAN FIVE FEET (5), OR MORE THAN SEVEN FEET (7') FROM THE GROUND. THE INSTALLATION AND USE OF FIRE LANE SIGNS WILL PRECLUDE THE REQUIREMENTS FOR PAINTING "FIRE LANE - NO PARKING", IN THE LANE ONLY. THE AREA SHALL BE IDENTIFIED BY PAINTING THE CURB RED OR IN THE ABSENCE OF A CURB, A FOUR INCH (4") RED LINE SHALL BE USED. (ORD. 4130, 2-15-1988). 6.D. SURFACING AND CONSTRUCTION REQUIREMENTS: FIRE LANES SHALL BE AN ALL WEATHER SURFACE CONSTRUCTED OF ASPHALT OR CONCRETE DESIGNED TO BE CAPABLE OF SUPPORTING A THIRTY (30) TON FIRE APPARATUS VEHICLE. (ORD. 5729, 10-20-2014; ORD. 5806, 6-20-2016) 6.E. CLEARANCES AND TURNING RADII: WHERE FIRE LANES CONNECT TO CITY STREETS OR PARKING LOTS, ADEQUATE CLEARANCES AND TURNING RADII SHALL BE PROVIDED. R25' J 0 15 30 60 SCALE: 1 inch = 30 ft. NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com /2/07/2Q23 R-426815 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING t �-) yqi 12/20/2023 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.231 JET SURVEYED: SCALE: WEST77 PARTNERS Z. N ALL VERTICAL: NAVD 1988 • 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET HORIZONTAL: NAD 1983/1991 CITY OF J GREEN/D.RIDDLEDR] LIVAWAY HOTEL 93 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET RENTON PARK AVENUE NORTH DRAWN: ® 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET J.G: N D.RIDDLE ONE INCH • Q 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL DATUM RENTON WA 98057 B� J.TAFLIN J.GREEN IF NOT ONE INCH Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY FIRE TRUCK MANUVERING PLAN DATE: 12.07.2023 FIELDBOOK: PAGE: C-1.11 SHEET. 15 OF. 41 O 00 O O M N W W O O O O M N Q J L0 W M O O N N W W Z F— OC Q IIL ti F- LU SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 0 1 I W F- I.L W Z I- Q a F- U) W i O N V n r� I r� N O N 0 U N CD O N �I n W 07 0 N v7 n 00 / 0 / O / m 31.91 TC 31.41 BC ±31.4 TP (ME t31.6 TP (ME)� 32.26 TC 31.76 BC 32.29 TC 31.79 BC 32.24 TC 31.74 BA ±31.7 TP (ME) - I 1 � I ±30.4 TP (ME) ±31.0 TC t30.5 BC ----- (ME) (ME) 31- 3. \ I 31.11 TC 30.61 BC 30.59 TC 30.09 BC I �s 31 o ; 2.8� J 2g.65 RIM ±31.1 TP (ME) I 30.' 30.; ±31.1 TP (ME) c� r30.O5 - II TC BCTC 30.41 BC I 31.14 TC I30.64 BC o �30.33 RIM D I I I� � � I % I I D I /^ v , I I D 31.50 TC f30. TP (ME) g 31.00 BC 31.33 TC 30.83 BC I - - -RIDGE- - 31.28 TC - - - 31.38 TC 30.78 BC 30.88 BC nnd fr ° U ♦ I I I o� � L ±30.9 TW (MEJ4 I I ±31.4 TC (ME)I . ±30.9 BC�M 1 i ±31.7 TP (ME) 30.40 T 29.90 B 30.85 T I 30.35 B C 1 , 29.66 1 1.2%1 4.0% J 419 1 vdwd� 1 31.25 TC 1 � 30.75 BC ,I 31.41 TC 30.91 BC - - RIDGE- - 31.19 TC C I 30.69 BC I MPA�T \ � 1 0 ±30.6 TP (ME) I 1 1 ±31.6 TP (ME) 1 32.25 TC SEE PETAIL 2 ON SHEET C-2.1 FOR -�-1 31.75 BC ACCEBLE PARKING STALLS GRADING TRASH ENCLOSURE - i - 30. TC (ME) ±30. BC (ME) � 1 I SEE DETAIL' \ON SHEET C-2.1 FOR 1 1 PARK AVE CU�B RAMP GRADING /; I co ±29." (M�FC 5 CIVIL CONSTRUCTION PERMIT COMMENTS 4 CIVIL CONSTRUCTION PERMIT COMMENTS 0 3 CIVIL CONSTRUCTION PERMIT APPLICATION O 2 SITE PLAN REVIEW RESUBMITTAL �Q 1 INITIAL SITE PLAN REVIEW SUBMITTAL B NO. REVISION - �t30.3 TP c� f f30.3 TP c� D 5 TP (ME) TP (ME) Cn Cn Cn f3>3 TC (ME) 1 3 .8 BC (ME) NAVIX 12.07.231 JET SURVEYED: Z.NALL NAVIX 10.20.23 JET DESIGNED: J.GREEN/D.RIDDLE NAVIX 06.02.23 JET NAVIX 03.03.23 JET DRAWN: J.GREEN D.RIDDLE NAVIX 02.10.23 JET CHECKED: J.TAFLIN J.GREEN BY DATE APPR APPROVED: J. TAFLI N SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LEGEND 31 MINOR CONTOUR 0 10 20 40 30 MAJOR CONTOUR�**j --_--30--- EXISTING GRADE SCALE: 1 inch = 20 ft. - - - RIDGE - - - RIDGE ,/-30.0 PROPOSED SPOT ELEVATION SLOPE ARROW TC TOP OF CURB BC BOTTOM OF CURB ME MATCH EXISTING TP TOP OF PAVEMENT BW BOTTOM OF WALL VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com I • 41872 `+ STERs" �ssIONAL E�� /2/07/ZQZ3 r 00 O O N rig 0 O 1 N Q J Lii W M O O O 1 W R-426816 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 12/20/2023 W WEST77 PARTNERS LIVAWAY HOTEL PARK AVENUE NORTH RENTON, WA 98057 GRADING PLAN Z H DC a DATE: 12.07.2023 FIELDBOOK: PAGE: DRAWING N0: C-2.0 W sHEEr. 16 OF: 41 3 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. T" O 0o N O O M N LAI Lo w M O O O N N W :1 OC W Z H OC Q CL ti ti H U) W SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. to W F- 172 CL N O N 0 U aD 0 m STORM FLOW DIRECTION (TYP) / 13 I I I 1 I 4 5 5 1 31 U \ I I 4 5+00 F - - I I a C I ° -------- -J I2 I i + 10.5' • I 10 0 1 3 I 1 r I \ I I O I 3 I r- I I 3 6+00--� I 6 , a o I � 1, I -'aRIDGE- - 0 0 �I n LLJ C0 0 N � hl 0 r, r, C / 0 / O / m 7, 7+00- I A I I COMPACT COMPACT COMPACT OMPACT COMPACT COMPACT COMPACT rOG9PS'T c^^.ate°.^T COMPWI \ , I I I C 1CVdW00 lOVdW00 10/ 00 1; 1 'I 11 ° I I I � COMPACT COMPACT COMPACT COMPACT COPACT CC I STORM FLOW DIRECTION (TYP) 77 a a. a 00 RIDGE- - \-3+00 o 0 D Cn c I 18 \-FRENCH DRAIN F� 13 A�A� I REFER TO SHE 10+30 � 1, 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: Z.NALL SCALE. 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET DESIGNED: J.GREEN/D.RIDDLE 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET DRAWN: J.GREEN D.RIDDLE ONE INCH 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX o2.,0.23 JET CHECKED: J.TAFLIN J.GREEN AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR SCALE ACCORDINGLY APPROVED: J. TAFLI N LEGEND SD SD SD --------------- RDL RDL STORM STRUCTURE SCHEDULE SDCB #1, TYPE 1 (A) Oi STA: 2+07.26 RIM: 29.47 8" IE: 26.72 (E) 8" IE: 26.72 (SE) 12" IE: 26.38 (N) (EX.) OSDCB #2, TYPE 1 (D) STA: 3+31.62 RIM: 29.66 12" IE: 25.75 (N) 12" IE: 25.75 (S) 8" IE: 26.09 (E) 12" IE: 25.75 (W) (EX.) O SDCB #3, TYPE 1 (A) STA: 4+43.81 RIM: 30.33 12" IE: 26.39 (N) 8" IE: 26.73 (E) 12" IE: 26.39 (S) O EX. SDCB #1 TO REMAIN STA: 4+89.20 RIM: 29.65 12" IE: 26.65 (E) (EX.) 12" IE: 26.65 (N) (EX.) 12" IE: 26.65 (S) O CONNECT TO EXISTING SD STA: 5+06.20 12" IE: 26.74 (E) SDCB #4, TYPE 1 (A) O6 STA: 5+91.70 RIM: 30.36 12" IE: 27.17 (W) SDCO #1 (B) O7 STA: 6+42.42 RIM: 31.46 8" IE: 27.19 (E) 8" IE: 27.19 (W) SDCO #2 (B) STA: 8+55.12 O$ RIM: 31.46 8" IE: 27.76 (E) 8" IE: 27.76 (W) SDCB #5, TYPE 1 (D) O STA: 1+87.34 RIM: 30.19 6" IE: 27.28 (E) 6" IE: 27.28 (S) 8" IE: 27.12 (NW) AREA DRAIN #1 (C) STA: 1 +59.01 10 RIM: 30.98 6" IE: 27.68 (E) 6" IE: 27.68 (W) AREA DRAIN #2 (C) 11 STA: 1+01.54 RIM: 31.02 6" IE: 28.50 (W) SDCO #3 (B) STA: 9+23.39 O12 RIM: 30.13 6" IE: 2 7.6 7 (E) 6" IE: 2 7.6 7 (N) SDCO #4 (B) ,3 STA: 10+27.82 RIM: 29.72 6" IE: 28.19 (W) 220.20 PROPOSED STORM DRAINAGE PIPE C-3.2 EXISTING STORM DRAINAGE PIPE , FOOTING DRAIN C-3.3 220.20 ROOF DRAIN LINE C-3.3 TYPE I CATCH BASIN 200.00 C-3.2 STORM DRAIN CLEANOUT AREA DRAIN FRENCH DRAIN C-3.3 STORM STRUCTURE SCHEDULE EX. SDCB #2 TO REMAIN t4 RIM 31.49 12" IE: 25.25 (E) 12" IE: 25.25 (N) 18" IE: 25.25 (W) AREA DRAIN #3 (C) 15 W/ CONCRETE FUNNEL FOR PRESSURE RELIEF DISCHARGE PIPE STA: 6+35.19 RIM: 31.31 8" IE: 27.10 (E) 8" IE: 27.10 (W) 1s SDCO #5 (B) STA: 7+54.53 RIM: 31.46 8" IE: 27.11 (E) 8" IE: 27.11 (W) STORM PIPE SCHEDULE ❑� 124 LF 12" CPE @ 0.50% 0 112 LF 12" CPE @ 0.57% 45 LF 12" CPE @ 0.56% EX. 17 LF 12" CPE @ 0.50% TO REMAIN 85 LF 12" CPE @ 0.50% �s 7 LF 8" CPE @ 1.22% 2 LF 8" CPE @ 1.22% 48 LF 8" CPE @ 2.11 % 2 LF 8" CPE @ 2.00% ,0 50 LF 8" CPE @ 2.10% 21 2 LF 8" CPE @ 1.00% 12 EX. 100 LF 12" CPE @ 0.50% TO REMAIN 13 103 LF 12" CPE @ 0.50% ,4 20 LF 8" CPE @ 2.00% 15 28 LF 6" CPE @ 1.42% 16 57 LF 6" CPE @ 1.42% 17 19 LF 6" CPE @ 2.00% ,a 104 LF 6" CPE FRENCH DRAIN @ 0.50% 19 30 LF 8" CPE @ 1.22% HOR ZONiALL� NAD 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. 0 10 20 40 SCALE: 1 inch = 20 ft. STORM SYSTEM IS PRIVATELY OWNED AND MAINTAINED. STORM STRUCTURE GRATE/LID SCHEDULE (SEE STRUCTURE CALLOUTS FOR GRATE/LID TYPE) GRATE/LID GRATE/LID DESCRIPTION LABEL (A) RECTANGULAR HERRINGBONE GRATE PER WSDOT STD. PLAN 30.50-00 (B) SOLID CLEANOUT LID PER CITY OF RENTON STANDARD PLAN 226.00 (C) DECORATIVE RECTANGULAR GRATE. SEE LANDSCAPE PLANS. (D) RECTANGULAR SOLID LOCKING LID. NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com 12/07/2Q23 r CD 00 O O N W O O N Q J W O O O N 04 :1 R-426818 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING' yq i 12/20/2023 IL W WEST77 PARTNERS LIVAWAY HOTEL PARK AVENUE NORTH RENTON, WA 98057 STORM DRAINAGE PLAN Z H o� Q DATE: 12.07.2023 FIELDBOOK: PAGE: DRAWING N0: C-3.0 W SHEET: OF* 18 41 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. T" O 0o N O O M N LAI Lo w M O O O N N W :1 OC W Z H OC Q CL ti ti H U) W SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 to N 1 O I W I- Q Cfl I� CAI CD CV C) 0 N r Cm r_-) CD r� �I n W U) z�- 0 CAI Cn Iv n DO Q� 5✓ 0 i 0 Cn m ❑ocDSign Envelope ID: 361834D3-7EOA-476C-AD83-4329FFEOCIV8 SURFACE WATER STANDARD PLAN NOTES: THE FALLOWING IS A LISTING OP GENERAL NGTES THAT SHALL BE IHCGRPDRATED IN THE DRAINAGE PLAN SET- ALL THE NGTES ON THE LIST MAY NOT PERTAIN To EVERY PROJECT. THE APPLICANT OR OWNER. HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT A?PUCABLE TO T W PROJECT- HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SMALL BE ADDED AFTER THE SURFACE WATESR STANDARD PLAN NOTES 1 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTKN MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR. 2 THE APPLICANT SHALL SE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE- AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL [RENTON SWDMI, RENTON MUNICIPAL CODE (RMC). AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AID MUNICIPAL CONSTRUCTION PREPARED BY WSDDT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA)- IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANTTO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY 4. APPROVAL OF THE ROAD. GRADING, FARKI NO. BUILDING. AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G- WATER, SEWER. GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS 13ROGES. VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5 A COPY OF THEAPPROVED PLANS SHALL BE ON tFiE JCS SATE WHENEVER CONSTRUCTION IS IN PROGRESS. S THE LOCATIONS OF ALL EYJSTkNG UTILITIES SHOWN HEREON HAVE SEEN ESTABLJSHED 9Y FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSUILRY OF THE APPLICANNT ANDTHE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCAT IONS SHOWN, AND TO FURTHER DISCOVER AND AVOID- ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CON F L1CT EX18TS. 7 VERTICAL DATUM SHALL 9E NAVD E2 AND HORIZONTAL DATUM SHALL 9E NAD 83 (WA STATE PLANE, NORTH}, UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK. DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 9 ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SFVLLL BE COMPACTED 70 95-A MAXIMUM DRY DENSITY PER SECTION 2.03,3414)0 - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDDT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFLLL SHALL BE FIRM AND UNYIELDING S UT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY 9PNSITY- 9. OPEN CUTTING OF FASTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY' AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS 10. ALL PIPE AND STRUCTURES SHALL. BE STAKED FOR SU RVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY. THE EXIST WG MANHOLES. CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED 11. ALL PLOW CONTROL PACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO. OR IN COISLUNCTIOIN WITH. ANY CONSTRUCTIOHACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHUNGTON STANDARD SPECIFICATION FOR ROAD AND RR IDLE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMEN T AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE £NTM LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIPORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDOJNG AND SAOKFiLL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN Moo, 229.1 D, ANO 2x-n I a. STEEL PIPE SHALL BE ALUMINIZED. OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 51NSIDE AND OUTSIDE, 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND NtANHOLFS SHALL. BE FITTED WITH DUCTILE IRON, BMT-LOCKING LIDS PER THE CITY STANDARD PLAN 2IAA0. 204.20. 204A0. 204.40. AND 20450. STRUCTURES SHALL HAVE RECTANGULAR OR ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WFTHIN THE ROADWAY, BUT OUTSIDE OF THE CURBIGUTTER LIVE_ • ROUND, SOLD LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-CF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CFFY SHALL NOT DISPLAY THE GFFY LOGO. 15. BUILDINGS MCI OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WRH TABLE 4 1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWOM 10. LIDS OF MANHOLESICATCH BASINS WITHIN P11BUC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLEiCATCH BASIN RIMS SHALL BE ADJUSTED TO HE FLUSH WITT4 FJNAL FINISHED GRADES, UNLESS OTHERWISE SHOWN 1 T ALL DRIVEWAY CULVERTS LOCATE D WITHIN CITY RAGHTJDP-ANY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 31 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. STD. PLAN - Z67.00 PUBLIC WORKS SURFACE WATER STANDARD PLAID BNU dW, DEPARTMENT NOTES (1 OF z) artin Pastucha$/13/2020 " AiI4 DATE DocuSign Envelope ICI: E21289B7-C626.4330-A504-DD55AP1O7AF9 TRENCH WIDTH, SEE NOTE 3 PIPE ZONE BEDDING AND BACKFILL. SEE NOTE 4 6' D.o. FOUNDATION LEVELfte// 91 FOUNDATION ARTERIAL, IF REWIRED, 5EE NOTE 6 CERCULAR PIPE TRENCH WIDTH. SEE NOTE 3 PIPE ZONE BEDQI HG RAID SPAN BACKRLL. SEE NOTE 4 7 RISE FOUNDATION 0/// LEVEL RIGID PIPE NOTES: t. PIPE COMPACTION LIMITS S14MN ON THIS PLAN ARE FOR FIRE CONSTRUCTION IN AN EMBANKMENT FOR PIPE CONSTRUCTION IN A TRENCH- THE HORIZON TAIL LIMITS OF THE PIPE COMPACTION ZONE SHALL BE THE WAL LS OFTHE TRENCH 2. 0. 0- IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR THE OUTSIDE SPAN OF PIPE -ARCH. 3. SEE. STANDARD WSDDVAPWA SPECIFICATIONS SECTION 2-89.4 FOR TRENCH WIOTFL 4 PIPE ZONE BEDDING AND BACKFILL MATERIAL SR44LL BE PLACED IN 6" LOOSE LAYERS AND COMPACTED TO 96% MAXIMUM DENSITY. 5 EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MAIIERiAL CLASS A OR 8 PER STANDARD WSOOTIAPWA SPECIFICA71ONS SECTION 9-03.17. � yT GRAVEL BACKFILL FOR PEP E ZONE BEDDING IWSDOT 91-03 12(3)) T / / OR MAINTENANCE ROCK (WSDDT 13-03.914)) FOUNDATION MATERIAL, L EF REQUIRED, SEE: NOTE 5 ......]]] PIPE - ARCH JIIINIMUM ALLOWED IN ZONE I PIPE TYPE COVER (F-F) PUBLIC? PRIVATET OF THE APAI CORRUGATED 2.O YES YES YES STEEL PIPE SPIRAL RIB STEEL 214 YES YES YES PIPE PLAIN CONCRETE PJPE I" 2_4 NO YES NO REINFORCED CONCRETE FNPE 1.0 YES Y€S NO (RCP} DUCTILE IRON PIPE 1.'I YES YES YES CIRCULAR PIP E OIAME4Eh MINIMUM DISTANCE BETWEEN BARRELS sr' TO24' - 12- 30'TO96' DIAMETER 13 10FTO1W 18" PIPE -ARCH SPAN IIIINIKUM DISTAMCE BETWEEN BARRELS Iw TO 3G' 12- 43' TA 1421, SPAN 13 148' TO I 48" UNLF55 OTN ERWLSE NOTED. DAAWI NG G NOT TO SC%- STD. PLAN - 220.00 rR PUBLIC WORKS PIPE ZONE BEDDING AND 'PP;a IEPARTMENT MaFtinPastucha 10/19/20 COMPACTION - RIGID PIPE ....s ,.-„. DATE 22 1 8:4N 12 C14cu5ign EnveiGlTe ID: 3818341)3-7EOA-476C-AC783-4329FFEOCIV8 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A USITNG 9F GENERAL NGTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET- ALL THE NOTES ON THE LIST MAY NDT PERTAIN TO EVERY PROJECT- THE APPLICANT OR OWNER. HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPUC-QLE TG TI IE PROJECT- HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE RETAINNG NOTES. IF ADDITIONAL NOTESARE NEEDED FOR SPECIFIC ASPECTS. THEY SMALL BE ADDEO AFTER THE SURFACE WATER STANDARD PLAN NOTES 10. ROCK FOR EROSION PROTECTON OF ROADSIDE DITCHES, WHERE REOUIRED. SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (I I FOOT AND SHALL MEfT THE FOLLOWING SPECIFICATIONS: • 4-13 INCH ROCK 140-70%PASSI NG; • 2-4 INCH ROCK I k - 40% PASSING; AND • LESS THAN 2INCH ROCK A 10- 20%PASSING. III- FOOTING DRAINAGE SYSTEMS APO ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE. UNLESS APPROVED BY THE CITY FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE LIMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED 'STORWOR'DRAJW SHALL BE LOCATED AT THE PROPERTY LIKE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CRY STANDARD PLAN 22Y.00. 21. ALL STORM SYSTEM EXTEN51QN5 SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SIE�ETSSHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY4N STALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEN114C APPROVAL TO INSTALL PROJECT CURBS, GUTTERS ANDIOR PAVEMENT 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAWS SMALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDDT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CFFY. STORM DRAW STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TI ME THE MAIN STORM 1S TESTED. 24 FOR ALL DISTURBED PERVIOUS AREAS ICO MPACTED, GRADED, LANDSCAPED. ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTTURE CAPACITY OF THE SOIL EFMER STOCKPILE AND REDISTRIBUTE THE EXISTING DU FF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WF H COMPOST IN ACCORDANCE WITH STANDARD PLAN 264. W 25. 4 AN THE IN NSTRU P TF BY THEE ITV ❑ 5 TR RELIEVE THE APPLICANTOF TH NnN I I TI IN ANDIOR IA I ITY SSU CE OF E BUILDING G OR CO CT1ON ERM S E C DOES N¢ E EVE E E CO U ING LEGAL []BL CbA P 1 B L CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION 26. ADEQUATE SAFEGUARDS. SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE. HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORI4ANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHTOF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW 51HALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY ALL SECTIONS OX THE WSOOT 5TANOARD SPECIFICATIONS T-10 T EMPORARY TRAFFPC CONTROL SMALL APPLY 27. PROJECTS LOCATED WITHIN THE CJTYS AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT 05 OF THE RENTON SWOM AND AQUIFER PROTECT ON REGULATIDNS IRMC 43-0%1 23. PLACEMENT OF SURFACE APPURTENANCES ICATCH BASINIMANHOLE LIDS, CLEANOUTS, INLETS, ETC.( IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL {LANES, BIKE LANES, SLOE WALKS. AND CROSSWALK$ SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NQN-SLIP OR NQN.$KID UD PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAI NED BY THE APPLICANT, 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4_2.1A2 OF THE RENTON SW'DM. 31. CONSTRUCTED PERMEABLE PAVEMENT SMALL BE PERMEABLE ENOUGH TOABSORB WATER AT A MINIMUM RATE OF 20.11ICHES PER HOUR 3MMEDFATFLY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES COMPLIANCE AMTH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO T P F CONSTRUC DN APPROVAL OF THE PAVEMENT COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST N WHICH 5 GALLONS ❑ WATERS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE. DIEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF AMORP71ON A7 LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREASI, TESTING OBSERVATION MAY W ACCOWLISREO WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER ATA RATE SIMILAR TO THE RUGKETTEST- PERMEABLE PAVERS SHALL BE TESTED USING ASTM C 1781- �xtln., STD. PLAN - Z67.10 PUBLIC WORKSSURFACE WATER STANDARD PLAN 4fdby DEPARTMENT NOTES (2 OF 2) Aartin Postuchi/13/2020 zxQ"ucD DATE DowSign Envelope ID: 381834D3.7EOA-476C-A(IS3-4329FFEOCIU8 SEE NOTE 4, LIMIT OF PIPE ZONE PIPE ZONE BEDDING AND T BACKFILL. SEE NOTE S f B' Q.D FOUNDATION LEVEL A FOUNDATION (MATERIAL, IF REOUHIED, SEE NOTE 6 ®GRAVEL MOKFILL FOR PIPE ZONE BEDDING LWWOT 9-03.121311 OR MAINTENANCE ROCK IWSROT 9LW.%41) FLEXIBLE PIPE NOTES: I . PROVIDE UNIFORM SUPPORT UNDER BARRELS. 2. HAND TAMP UNDER I-LA.0 NCHES. 3. DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE STANDARD WSDOT.!APWA SPECIFICATIONS SECTION 2-09.4 FOR TRENCH W1R7H 5. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED INS' LOOSE LAYERS AND COMPACTED TO 95%MAXIMUM DENSITY. 6. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SO)L AM REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOTIAPWA SPECIFICATIONS SECTION B.D3.17- PIPE TYPE MII�ONI41N G9VER(F-n PUBLIC? PRVdATE7 ALLOTTED IN PONE T OFTHJEAPAT LJNE CORRUGATED POLYETHYLENE PIPE (LCPE) 2-0 YES YES YFS CORRUGATED POLYETHYLENE PIPE (CFEI - TRIPLE WALL 29 YES YES YES POLYMNYL CHLORIDE PIPE (PVC( 3.a YES YES YES SOLID WALL HIGH DENSITY POLYETHYLENE PIPE(HDPEI 2.0 YES YES YES POLYPROPYLENE PIPE IPF j - DUAL WALL 2.O YES YES YES MINIMUM DISTANCE OIAMETfR BETWEEN BARRELS 12' TO 24' 12" 3IPTO9W DEAAIETER:3 102- TG 190- 48' UNLF55 OTN ERW LSE NOTED. DRA W I NG G NOT TO SCALE I NTS 1 STD. PLAN - 220.10 .may PUBLIC WORKS PIPE ZONE BEDDING AND r�Bldly: DEPARTMENT COMPACTION - FLEXIBLE PIPE artin PaStucha 8/13/2d C tpgB4,{pp. DATE 8:48 18: DocuSign Envelope 10: 6EECF5B6-602A-4E4A-B436-A317AA638878 FRAME AND VANED GRATE 4", V. 1 r, OR 24' ONE 03 BAR HOOP FOR 6- HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE I RECTANGULAR ADJUSTMENT SECTION 0 . 6n" a 1Y3 BAR EACH CORNER 9BAR EACH SIDE 7r 4 Wa BAR EACH WAY PRECAST BASE SECTION N3 BAR HOOP 43 BAR EACH CORNER 1W MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION w PUBLIC WORKS PIPE ALLOWANCES MAXIMUM PIPEMATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12" CONCRETE ALL METAL PIPE 15" GPSSP', 12" STD. SPEC. 9A520 SOLID WALL PVC, STD. SPEC. S 05.120 ) lfi" PROFILE WALL PVC, STD. SPEC. 8-05-'1212) 15' ' CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1 AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS {PLACED JN ACCORDANCE WITH STANDARD SPECIFICATION 9-p5-509OR WIFE MESH AVNGR MINIMUM AREA OF 111, 0.12 S UARE INCHES PER FOOT SHALL 13F USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATVE PRECAST SAS£ SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH WAVING A MINIMUM AREA OF 41. $2 SQUARE INCHES PER FOOT MAY RE. USED 2. THE KNOCKOUT DIAMETER SHALL NOT HE GREATER THIN 2P". KNOCKOUTS SHALL. HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM PROVIDE A 1.S MINIMUM GAP BETWEEN THE KNOCKOUT WALL A 40 THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR 1N ACCORDANCE WITH STANDARD SPECIFICATION 9104.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED ORAOE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST SAS@ SECTION MAY HAVE A ROUNDED FLOOR. AND THE WALLS MAY BE SLOPED AT A RATE OF IH:24V OR STEEPER. S. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON-SHR INK APPLICATIONS SIN ACCORDANCE WITH STANDARD SPECIFICATION 9120.3(2). S. ALL GRADE RINGS AND CASTINGS SMALL BE SET W MORTAR IN ACCORDANCE W ITH STANDARD SPECIFICATION 9.04-3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JD9NTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DI RECTIDNS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT Mmr_m 6Y TAPPING UNTIL FRAME IS PLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENr,TH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. uNLE% OTHERWISE NOTED, DRAWING 1$ NOT Tp SCALE LNY5I STD. PLAN-2MIDID APP11 ED DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 wr•wwlpad..,,1..,,a DATE DocuSign Envelope 10: 6EECF5B6-602A-4E4A-B436-A317AA638878 1 RMTOrkNDARDPL UIRPM.110.1, 1i42, AND 7i1 FGR PAVEMENT RESTDRA7fON REOUIRE.I,iENTS SURFACE RESTORATION AS SPECIFIED IN CONTRACT DOCUMENTS i 12' MIN. EXISTING PAVEMENT SURFACL S' MIN.. BEE NOTE 4 4 NEAT LWETRENCH -CRUSHED SURFACING TOP COURSE' PER WSDDT STD. SPEC 9-03.9(3}, COMPACTED v TO 95% OF MA-XIMUM DENSITY v v 'CRUSHED SURFACING TOP COURSE' PER WSDOT STD. SPEC S-OMMY -BANK RUN • GRAVEL FOR TRENCH BACKFILL' PER WSDDT STD. SPEC 9-03.1 % OR 'GRAVEL BORROW- PER WSDDT STD- SPEC 9-02.14{11, COMPACTED TO 95%UP MAXIMUM OENSITY v v BENCH AS NEEDED FOR SHORING SYSTEM WHEN DEPTH IS 4' OR GREATER PIPE PIPE ZONE BEDDING AND BACKFILL i PER STO-PLANS 2211D0 AND 720.10 I-+- SEE NOTE 7 ��•-� UNPAVED AREAS I PAVEDAREAS NOTES: 1. SEE WSOOTMPWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. 2. EXCAVATIONS OVER 4' CEEP SHALL COMPLY WFTH THE SAFETY STANDARD DESCRIBED 1N CHAPTER 295-155 PART N OF THE WAC 1 MAXIMUM SACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER. 4, IN FAVOR AREAS, IF PIPE HAS LEAS THAN 3. OF COVER, USE "CRLLSHPR SURFACING TOP COURSE' FOR THE ENTIRE RACKFILL DEPTH ABOVE PI PE ZONE 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, ORAW[NG 1$ NOT 7p S[ALx IN7'S STD. PLAN-220.Z0 PUBLIC WORKS PR °' DEPARTMENT TYPICAL TRENCH AND BACKFILL GAZ 9/28/2GIS 1 DATE 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: SCALE: Z. N ALL VERTICAL: AD 1 83/1 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET HORIZONTAL: NAD 93/991 DESIGNED: 0 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET DJ. RAWN: 0 N/D.RIDDLE 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET DRAWN: ® J.GREEN D.RIDDLE ONE INCH DATUM Q 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL SCALE J.TAFLIN J.GREEN IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY (45 A : 45 AI' CITY OF RENTON Planning/Building/Public Works Dept. r 00 OM N O O 1 M N A L7 J to w O O O O 1 M N Q D J LO M O O O 1 N N NNAVIXwLu SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com I ZABE?; - �ssIONAL E�� /2/07/ZQZ3 R-426820 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY "SIC `D DEVELOPMENT ENGINEERING JFarah 12/15/2023 ' yqi 12/20/2023 DE - W Z I- a DATE: WEST77 PARTNERS 12.07.2023 L I VAWAY HOTEL FIELDBOOK: PARK AVENUE NORTH DRAWING NO: RENTON, WA 98057 C-3.2 Lu STORM DRAINAGE DETAILS SHEET: 20 OF: 41300 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. r O 00 N O O M N •i, Lo CD M O O O N N W OC W Z H DC a CL ti ti F- U) uJ SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. v) w W Z N_ I.L Q F_ U) W N 0 N Lc 0 U O� 0 L_TYPIAL LIGHT P( 4SSMH 15-AND LUMINAIRE RIM=29.18' INTERIOR L.S. PLANTER 252 PF 24' 1 Ll11`11 LI 1 LVL L r— Z W I, D Q SC a � SD UND-QRQROU UTILITY 10 i 4" D PLANTING LEGEND SIZE AT NATIVE / SYMBOL PLANT TYPE SPACING QUAN. PLANTING ADAPTIVE TREES EXISTING TREE TO SAVE AND 0 PROTECT. APPROX. CANOPY EDGE DASHED LINE. (::x EXISTING TREE TO BE REMOVED ACER TRUNCATUM X PLATANOIDES 'WARRENS 2 5" CALIPER, 0 RED' / PACIFIC SUNSET 30'-0" O.C. NO 13 MAPLE 12' HT 0%ZELKOVA SERRATA 'VILLAGE GREEN" / VILLAGE GREEN 2.5" CALIPER, 12' HT. 30'-0" O.C. NO 8 ZELKOVA (D ACER CIRCINATUM 'PACIFIC FIRE'/ 10' HT., MULTI- AS SHOWN YES 14 RED BARK VINE MAPLE STEMMED ACER GINNALA 'FLAME' / AMUR MAPLE 8' HT., MULTI- STEMMED AS SHOWN NO 6 may^ CALOCEDRUS DECURRENS / 6' HT., B&B 15'-0" O.C. YES 2 INCENSE CEDAR LARGE SHRUBS — RHODODENDRON 'ANAH KRUSCHKE' 36" HT., 5 GAL 3'-0" O.C. YES 21 RIBES SANGUINEUM / RED FLOWERING CURRENT 36" HT., 5 GAL 3'-0" O.C. YES 32 O OSMANTHUS DELAVAYI / DELAVAY OSMANTHUS 36" HT., 5 GAL 3'-0" O.C. NO 9 JUNIPEROUS CHINENSIS 'ROBUSTA 48" HT., 5 GAL 3'-0" O.C. NO 13 GREEN' / COLUMNAR JUNIPER MEDIUM SHRUBS VIBURNUM TINUS 'SPRING BOUQUET' / VIBURNUM 24" HT. 3'-0" O.C. NO 7 ORHODODENDRON 'BOW BELLS' / 24" HT., 3 GAL 3'-0" O.C. YES 8 RHODODENDRON ABELIA 'EDWARD GOUCHER'/ 24" HT., 3 GAL 3'-0" O.C. NO 33 GLOSSY ABELIA OPOLYSTICHUM MUNITUM/ SWORD 2 GAL 2'-0" O.C. YES 30 FERN CALLUNA VULGARIS 'FIREFLY'/ HEATHER 2 GAL 2'-0" O.C. NO 30 SARCOCOCCA RUSIFOLIA / SWEET 24" HT., 3 GAL 3'-0" O.C. NO 10 BOX (D RHODODENDRON OCCIDENTALE / 36" HT., 5 GAL 3'-0" O.C. YES 13 WESTERN AZALEA SMALL SHRUBS OBLECHNUM SPICANT/ DEER FERN 2 GAL 2'-0" O.C. YES 21 OLAVANDULA ANGUSTIFOLIA 'MUNSTEAD'/ 2 GAL 2'-0" O.C. NO 33 LAVENDER CORNUS STOLONIFERA 'KELSEYI'/ 2 GAL 2'-0" O.C. YES 113 DWARF -FORM RED TWIG DOGWOOD ERICA X DARLEYENSIS 'DARLEY DALE' / HEATH 2 GAL 2'-0" O.C. NO 98 MAHONIA NERVOSA / LONG -LEAF 2 GAL 2'-0" O.C. YES 34 MAHONIA GROUNDCOVERS O AJUGA REPTANS / CARPET BUGLE 4" CONTAINER V-0" O.C. NO - © LIRIOPE SPICATA/ CREEPING 4" CONTAINER V-0" O.C. NO - LILYTURF EUONYMUS FORTUNEI 'RADICANS' © / WINTERGREEN 4" CONTAINER 1'-0" O.C. NO - O ERICA CARNEA 'RUBY GLOW' / 4" CONTAINER 1'-0" O.C. NO - HEATH O FRAGARIA CHILOENSIS / SAND STRAWBERRY 4" CONTAINER 1'-0" O.C. YES - - - - - - - - MINIMUM 750 ---------------INDICATES CU STRUCTURAL SOIL CUBIC FEET OF AREA MINIMUM 3'-0" DEPTH VOLUME PER TREE ..................................... INDICATES" ROUND DRAIN ROCK MULCH COVER, MIN. 3" DEPTH NOTES 1. REFER TO RMC 4-4-070 FOR SOIL PREPARATION AND PLANTING REQUIREMENTS OF ALL NEW PLANTED AREAS. 2. ALL NEW PLANTED AREAS SHALL HAVE PERMANENT AUTOMATIC IRRIGATION SYSTEM INSTALLED WITH RAIN GAUGE / SENSOR EQUIPMENT. 3. ALL PLANTING AREAS SHALL HAVE MINIMUM 6 INCH DEPTH OF SANDY LOAM SOIL MIX AMENDED WITH 5% ORGANIC AND 2 INCH DEPTH OF MEDIUM BARK MULCH COVER INSTALLED AS DETAILED. 4. ALL STREET AND PARKING ISLAND TREE PLANTINGS IN 6' WIDE AREAS SHALL BE INSTALLED WITH "CU" STRUCTURAL SOIL MIX TO MINIMUM 36" DEPTH AND MINIMUM 750 CUBIC FOOT VOLUME PER TREE. SEE SHEET L2.0 FOR PLANTING DETAILS I' N 20' 0' 20' 40' SCALE IN FEET JGM LANDSCAPE ARCHITECTS INCORPORATED P.S. LANDSCAPE ARCHITECTURE URBAN DESIGN SITE PLANNING PARKS AND RECREATION PLANNING 12610 NE 104TH STREET KIRKL,AND, WA 98033 PH: 425.454.5723 CELL: 206.795.3196 E-: jgm@jgm-inc.com www.jgm-inc.com STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT CERTIFICATE NO. 442 ol-O��lA IN COMPLIANCE WITH CITY OF RENTON STANDARDS F URRENT PLANNING L VELOPMENT ENGINEERING ja Clark Close 12/15/2023 yqi 12/20/2023 5 CIVIL CONSTRUCTION PERMIT COMMENTS JGM 12.07.23 CL SURVEYED: SCALE: DATE: Z.NALL VERTICAL:NAVD83/1 CITY OF WEST77 PARTNERS 12.07.2023 4 CIVIL CONSTRUCTION PERMIT COMMENTS JGM 10.20.23 CL 1"=20'-0" HORIZONTAL: NAD ,ssa�,ss, O DESIGNED: C. LEWI S L I VAWAY HOTEL FIELDBOOK: 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET11;RENTON 0 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET DRAWN: C.LEWIS PARK AVENUE NORTH PAGE: p DRAWING N0: Q ONE INCH DATU M 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX o2.10.23 JET CHECKED: C.LEWIS AT FULL SCALE RENTON WA 98057 L1.0 O� IF NOT ONE INCH Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY HOTEL DETAILED PLANTING PLAN AND SCHEDULE SHEET: 33 °F 41 r O 00 O O 1 N LJ Ln to 0 O O 1 N W a w W Z F_ I.L Q ♦F_ v / W SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 c0 N 41 O 0 W H LU Z a a ti V♦ LU i Q I`0 Lr� I C"'l CD N CD U 0 N I U U I C7 W Q U C= O U >_ C3 C3 I CD W N i U O N 15 O O J / C= U I C7 U 0 Q U CD / 00 0 CV i a� Q� rn FINI PAS Ion J LO D O O ^ LW � Qww a�wwn� �oLLw w U Z U D-m � U TYPICAL DECIDUOUS TREE PLANTING /`\ l NOT TO SCALE 2" BARK MULCH 211 WATER BASIN PLANTING MIX GROUNDCOVER PLANTING NOT TO SCALE GRNDCVR1 CITY OF RENTON I PERMIT CENTER (D TREE RETENTION AND CREDIT WORKSHEET TREE RETENTION REQUIREMENTS A minimum retention of thirty percent (30%) of all significant trees (as defined in RMC4-11-200) is required on site Please complete the form below to verify compliance with minimum tree retention requirements. Identify total number of trees 6-inch caliper or greater (or alder or cottonwood trees 8-inch caliper or greater) on site: Trees • Deductions —Certain trees are excluded from the retention calculation: 0 Trees that are high -risk, as defined in RMC 4-11-200: Trees 0 Trees within existing and proposed public right-of-way: Trees 0 Trees within wetlands, streams, very high landslide hazards, protected slopes, and associated buffers: Trees • Total remaining trees after deductions: 0 Trees • Required tree retention (30%): 0 Trees Required • Identify number of trees proposed for retention: Trees Proposed • Identify number of trees requested for replacement in lieu of retention (skip page 3 if no tree replacement is requested): 0 Trees TREE CREDIT REQUIREMENTS Tree credit requirements apply at a minimum rate of thirty (30) credits per net acre. Complete the form below to determine minimum tree credit requirements. • Gross area of property in square feet: 72895 Square Feet • Deductions: Certain areas are excluded from tree credit calculation: 0 Existing and proposed public right-of-way: Square Feet o Wetlands, streams, very high landslide hazards, protected slopes, and associated buffers: Square Feet • Total excluded area: 0 Square Feet • Net land area (after deductions) in square feet: 72895 Square Feet • Net land area (after deductions) in acres: 1.67 Acres • Required tree credits: 50 Tree Credits Required rentonwa.gov/permitcenter I planningcustomerservice@rentonwa.gov 1 425-430-7294 10/6/2022 Page 1 of 3 ROOT BARRIER ALONG STREET FRONT CURB STREET PAVING REMOVE BURLAP AND TWINE OFF ROOTBALL GENTLY COMPACTED PLANTING MIX AS SPECIFIED RECOMPACTED PLANTING MIX UNDISTURBED NATIVE SOIL CU CONSTRUCTED SOIL NOTE: ALL GROUNDCOVER/SHRUB SPACING SHALL BE EQUIDISTANT UNLESS OTHERWISE SPECIFIED DISTANCE ON CENTER AS SPECIFIED START FIRST ROW OF PLANTING AT 1 /2 THE PERPENDICULAR SPACING BETWEEN ROWS EDGE OF PLANTING AREA TRIANGULAR PLANT SPACING NOT TO SCALE TREE RETENTION AND CREDIT WORKSHEET PROPOSED TREE CREDITS Please complete the table below to calculate the total tree credits proposed for your project. Identify the quantity of trees for each tree category, after deducting trees within excluded areas, as shown in the previous section. TREE SIZE TREE CREDITS TREE QUANTITY I TOTAL TREE CREDITS RETAINED TREES Preserved tree 6-9" caliper 4 0 Preserved tree 10 —12" caliper 5 0 Preserved tree 12 —15" caliper 6 0 Preserved tree 16 —18" caliper 7 0 Preserved tree 19 — 21" caliper 8 0 Preserved tree 22 — 24" caliper 9 0 Preserved tree 25 — 28" caliper 10 0 Preserved tree 29 — 32" caliper 11 0 Preserved tree 33 — 36" caliper 12 0 Preserved tree 37" caliper and greater 13 0 NEW TREES New small species tree (30' or less at maturity) 0.25 20 15 New medium species tree (30' to 50' at maturity) 1 0 New large species tree (50' or more at maturity) 2 23 46 TREE CREDITS PROPOSED: rento—gw/oermltotlNer I planningcustomerservice@rentonwa.gov 1 425-430-7294 51 10/6/2022 Page 2 of 3 TRI-SPACE NOTE: PLANT TREES 1" HIGHER THAN DEPTH GROWN IN NURSERY TREE PIT SHALL BE NOT LESS THAN 2 TIMES ROOTBALL DIAMETER 2" DIA. LODGEPOLE PINE STAKES - TYP. 3/4" CHAINLOK FASTENER - TYP. REMOVE BURLAP, TWINE AND WIRE BASKETS 2" MULCH LAYER -HOLD BACK FROM TRUNK 6" 3" WATERING BASIN - Q m� II o w =1 FINISH GRADE BREAK SIDES AND BOTTOMS OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION PLANTING MIX AS SPECIFIED RECOMPACTED NATIVE SOIL TYPICAL CONIFEROUS TREE PLANTING NOT TO SCALE TREE-CON1 5'-0" N EXTERIOR BUILDING WALL 3/4" DIA. DRAINROCK BED CONTINUOUS ALUMINUM EDGING WITH STAKES MULCH COVER 0 0 0 0 0 0 3 TO I COMPACT SUBGRADE DRA NROCK STRIP NOT TO SCALE PAVR-STONE dl� ��d d� � r� REMOVE BURLAP AND d� d TWINE OFF TOP 1 /3 OF ROOTBALL 3" WATER BASIN I FINISH GRADE 2" MULCH LAYER PLANTING MIX AS SPECIFIED BREAK SIDES AND BOTTOMS OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION RECOMPACTED NATIVE SOIL 6" I, ROOTBALL I, 6" TYPICAL SHRUB PLANTING DETAIL NOT TO SCALE SHRUB-1 JGM LANDSCAPE ARCHITECTS INCORPORATED P.S. LANDSCAPE ARCHITECTURE URBAN DESIGN SITE PLANNING PARKS AND RECREATION PLANNING 12610 NE 104TH STREET KIRKLAND, WA 98033 PH: 425.454.5723 CELL: 206.795.3196 E-: jgm@jgm-inc.com www.jgm-inc.com STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT T�� CERTIFICATE NO. 442 R-426822 IN COMPLIANCE WITH CITY OF RENTON STANDARDS fCCURRENT PLANNING � � DEVELOPMENT ENGINEERING lark Close 12/15/2023 yqi 12/20/2023 ' 5 CIVIL CONSTRUCTION PERMIT COMMENTS JGM 12.07.231 CL SURVEYED: SCALE: WEST77 PARTNERS DATE: Z.NALL VERTICAL: NAVD 1988 4 CIVIL CONSTRUCTION PERMIT COMMENTS JGM 10.20.23 CL HORIZONTAL: NAD 1983/1991 CITY OF 12.07.2023 O DESIGNED: C. LEWI S ® L I VAWAY HOTEL FIELDBOOK: 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET PAGE: 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET DRAWN: C.LEWIS RENTON PARK AVENUE NORTH ONE INCH DATUM • DRAWING NO: 4 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX o2.10.23 JET CHECKED: C.LEWIS AT FULL SCALE RENTON WA 98057 L2,0 O� IF NOT ONE INCH Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY HOTEL PLANTING DETAILS SHEET. 34 OF. 41 r O 00 N O O 9 N u to O O 9 M N Q M J co 0 O O 1 N N W IL V♦ LU Z LL a ti V♦ W i SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 to N 1 O 1 0 W H U) w W Z IN- 1■1� Q ♦I—/� V W Q Ln Ln r� I rn N 0 N LIB 0 U (D 0 N I c� c� I n Q G) 0 c 0 c� O O J I CD W / a> U _ O c N 0 O O J / U I U 0 Q U c� D / cc 0 N aD 1n SURFACE MOUI BENCH BACKI 3/4" CHAT` LAWN FINISH GRi EXPANSION ANCHOR BOLT (1) PER BENCH LEG CONCRETE PAD WITH #4 REBAR V-6" O.C. BOTH DIRECTION ASPHALT PAVING FINISH GRADE :L•i.��K�1�L'Z.y� 'ACT SUBGRADE TYPICAL BENCH INSTALLATION NOT TO SCALE BENCH SURFACE MOUNTED BIKE RACK AS PER MANUFACTURER'S , SPECIFICATION 6 MIN. 3/4" CHAMFER (3) #4 REBAR EACH FINISH GRADE DIRECTION FLUSH ASPHALT PAVING FINISH GRADE d d d CONCRETE PAD ° o 0 0 0 o 00 0o0 0 00 BASE COURSE 7FT---F IT 4-4= (COMPACT SUBGRADE 3� BIKE RACK AND LEAN RAIL INSTALLATION NOT TO SCALE SIGN -STEEL FINISH GRADE PAVING 4" SQUARE STEEL PEDESTAL CONC. PAD W/ #4 REBAR V-6" O.C. BOTH DIRRECTIONS TYP. CRUSHED ROCK BASE COURSE FLUSH og o a a D a a. 4 a a4 0(5 ° o o ° 1 1 ' oa c ° 00 0 °o S� o °� ° COMPACT a°O o � a o ° o0 0�0 0 II I I � I I I I I p p I 1 11 I I- �= , I SUBGRADE CONCRETE a o I- D D FOOTING -6„ -)'-n TYPICAL PICNIC TABLE INSTALLATION NOT TO SCALE TRASH RECEPTACLE W/HOOD ATTACH HOOD TO RECEPTACLE W/ SPECIFIED SECURITY CABLE =a In U Q Z o0 (4) 5/8" DIA. A.B. - PATTERN TO MATCH o BASE HOLES IN RECEPTACLE 3/4" z_ CHAMFER J Q w PLANTING FINISH w w ADJACENT PAVING GRADE w w FLUSH FINISH GRADE U G a a � a THICKENED CONCRETE SLAB BASE I - COMPACT SUBGRADE 3'X3' S UARE CONC. FOOTING TRASH RECEPTACLE INSTALLATION NOT TO SCALE TRASH4 TOP VIEW PROVIDED FOR ANCHORS BY OTHERS. (TYPICAL-4) FRONT VIEW c, E E 2'-9 1 /2" (851 AVAILABLE IN 2', 3', 4', 5', 6' (SHOWN), 7', AND 8' NOMINAL LENGTHS. OTHER LENGTHS AVAILABLE UPON REQUEST. CAN BE SPECIFIED WITH ROSE (SHOWN) OR WITHOUT GRAPHIC. CUSTOM GRAPHIC AND/OR LETTERING AVAILABLE UPON REQUEST. END VIEW ThIe drowinp ale Iha copyrlphlad iniapecfual progeny er cmambla ca:em. cempanr. net fer ae. by e,hm COLUMBIA CASCADE COMPANY Tn"' wnneaf ear -P-' wdR.n earnen:eden. Makes of Tlmb•rFormm, PIpsUnem TIMBERFORM RESTORATION ,wmon:pnon for Ie h.roby grantee h rchllsele, RaPla ®❑m ®- ym MODEL N0. 2118-6 Iend...pe erohli• and tlm r daMpn vrofu.Ioncle y, m berForm 2, IntarPla .ally far Ma purpose of apwifylnp Tlmber - producre. CycLoopa and CyaLook.,* Prod-%. BENCH WITH ARMRESTS 0 1J00 S.W. Sixth Avenue, Suite 310 Telephone 50J/223-/157 PortlarM, Oregon 97201-J464 Facaimila 503/22J 415'I scale Drown ey: AT 07-04-10 U.S.A. -.in, Wo. sneer 3/4"=1'-0" Ck•d by: WWW.TIMBERFORM.COM W-2118-6 1 a/ 1 TYPICAL BENCH INSTALLATION E E 2,_6„ o [760 mm] O O11 E E �o 0 5/8" (16 mm) DIAMETER 2-4- HOLES PROVIDED FOR ANCHORS BY OTHERS [710 mm] (TYPICAL-4) TOP VIEW 2'-9 1/8" [840 mm] 0'-0" FINISHED GRADE a d a a Q a FRONT VIEW NOTE: CONCRETE SLAB AND ANCHORING DEVICES (BY OTHERS) PER LOCAL CONDITIONS. CONSULT PROJECT ENGINEER FOR EXACT REQUIREMENTS. a; ^ COLUMBIA CASCADE COMPANY CYCLOOPS' FRAMEGUARD' " Makers of Tlmbe .Un8, PIpeLlne®, RePlay® TimberFo-6-2 and CycLoopsop Protlucts. www.TnimberForml MODEL NO. 2177-01 BIKE RACK 0 e ma°@Tr a. s.1e1/2"_l,0„ o-n 00, W291N7 -01" e,z, n rsswren nn.creomrem E I N <D 6'-11 1/2" TOP VIEW 711 SCALE: 1/2"=1'-0" (2121 mm) 2' — 6" (762 mm) 1'-47 (406 mm) 0'-0" FINISHED GRADE FRONT VIEW SCALE: 1 /2"=1—O" DIRECT EMBEDMENT POST PEDESTAL MOUNT POST 0-U, FINISHED GRADE NOTE: \ /\�j" 0-Or,CONCRETE FOOTING AND NO. 4 \� a FINISHED GRADE REBAR (BY OTHERS) PER LOCAL _ / SOIL CONDITIONS. CONSULT a ' PROJECT ENGINEER FOR EXACT r-- -__}- 7/8" (22 mm) DIAMETER " REQUIREMENTS. _I HOLES PROVIDED IN FRAME FOR ANCHORING DEVICES BY OTHERS. -(457 mm) (TYPICAL-4) 2056-8484—E (DIRECT EMBEDMENT) 2056-8484—P (PEDESTAL MOUNT) SCALE: 3/4" =1 '—oe SCALE: 3/4" =1 '-0" ThIa arow,np at. fn, e*p,,I- Inlellaelual property er c.wmme ca:rna. Company. ner hr a.. by em.ro COLUMBIA CASCADE COMPANY wItneut our e.vro•.. wr n .atnon:onon. IM® ® TIMBERFORM PARKWAY TABLES Autha oflon for a I• h•roby 9ronlad M rchthch, Ione.opv. nneoi: one .Imllor a«Ipn profealonol. Makors t Tlmb.ff ,PIpeLlne _RePlay®Timberto-z, Interplay® MODEL NO. 2058-8484 .el.Iy for the paTo.e of .p.Ifying TlmwrForm proaaeh. Cy.Loop. ana CyaLo.ker' Produoh. 1300 S.W. Sixth Avenue, Suite 310 Telephone 50J/22J-1157 Portland, Oregon 97201-3464 Famimlle 503/223-4530 U.S.A. INTEGRAL TABLE WITH FOUR SEATS Q style mown by: CL 07-04-10 Orovin9 No Sneer NOTED WWW.TIMBERFORMCOM W-2058-8484 1 of 1 TYPICAL TABLE INSTALLATION 391P 75Ih I It e Single Door Single Door 2 aors 2 Doors Add -On Add -On Hsnd PUSH J_ TOP VIEW 3'-1 3/4" (959 mm) 0'-0" FRONT VIEW INCLUDES 36—GALLON RECYCLED PLASTIC LINER. .i/8" (16 mm) DIAMETER HOLES PROVIDED FOR ANCHORS BY OTHERS. (TYPICAL-4) oi-cetimeia co. ea. c pS�y.'n.f f.r a.. by bier' COLUMBIA CASCADE COMPANY rtl wnneat ea ..yro.., wrm: .wned:anen. m m TIMBERFORM RESTORATION Aumedzanen fer ale Mroby pronhd to rcnnaeh, - Makm f Tlmb,,` . PIpeLlne hna.00v. romt.A ana amner aalppn vrof...hnm. _RePlay®T� berForm$-z. mrertlaym MODEL N0. 2107-HT .elely ter Me Purace• of ep.elfylnp Tlmb— m product.. c'I.00p one cy.Lo.k•r® proaaot.. LITTER CONTAINER 0 7300 S.W. Si- Avenue, suit. 310 Telephone 503/22J-1157 WITH HAMPER TOP Portland. Oregon 97201-34d4 Facsimile 503/22J-4530 Smle wawn ay: AT 07-04-10 U.S.A. Orowr 00. Sneer e: WWW.TIMBERFORM.COM W-2107-HT TYPICALTRASH RECEPTACLE F IL Ohl JGM LANDSCAPE ARCHITECTS INCORPORATED P.S. LANDSCAPE ARCHITECTURE URBAN DESIGN SITE PLANNING PARKS AND RECREATION PLANNING 12610 NE 104TH STREET KIRKLAND, WA 98033 PH: 425.454.5723 CELL: 206.795.3196 E-:)gm@jgm-inc.com www.'gm-inc.com STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT CERTIFICATE NO. 442 r O 00 N O O 1 M N U to O O 1 N Q J t0 0 O O 1 N N W BIKE RACK INSTALLATION TYPICAL BIKE LOCKER TYPICAL LEAN RAIL STAINLESS MATTE FINISH WITH R-426822 SIDE BUMPERS OF BLACK S A N TO P R E N E IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING( DEVELOPMENT ENGINEERINGAr IL Clark Close 12/15/2023 '' yq i 12/20/2023 W Z a 5 CIVIL CONSTRUCTION PERMIT COMMENTS JGM 12.07.23 CL SURVEYED: SCALE: DATE: Z.NALL VERTICAL: 1988 HORIZONTAL: NADD1983/1991 WEST77 PARTNERS 12.07.2023 4 CIVIL CONSTRUCTION PERMIT COMMENTS JGM 10.20.23 CL DESIGNED: C.LEWIS CITY OF LIVAWAY HOTEL FIELDBOOK: 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET RENTON PAGE: 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET DRAWN: C.LEWIS PARK AVENUE NORTH ® ONE INCH DATUM • DRAWING NO: 4 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: C.LEWIS AT FULL SCALE RENTON WA 98057 L3.0 U) 9O IF NOT ONE INCH Planning/Building/Public Works Dept. W NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY HOTEL SITE AMENITY DETAILS SHEET: OF: 35 41 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 t0 N O 0 W H W Z H Q ti ti H U) W 10 Q Q0 LO I N O N Lr� 0 U N U U 0 n Q G) U 0 U a C3 I w IY / G� U 0 715 0 C3 C3 0 I. 1 DECORATIVE METAL ARTWORK CAST IN CONCRETE To SIDE BACK 1. Material: cost ductile it -�I TD/IU S!' C 2104 SW 152nd st. g4 TEL 206.276.0925 2. Finish: Natural on 71 11�1JJ� JlV C wuwew WA o9816 FAX .2g 7.0 a18 3. Edge thickness: 1.125" ns s i c ru s .6 g e g .206 t 4. Fits NDS 1200 Series Catch Basin 5. Heel —Proof: No ngs larger than 1/4" Bullseye 12"x12" Heel —Proof Catch Basin Grate 6. Weight approx. i�eits J09 NO. Drawn by: JH 7. Free Dram Area: 16.. [23.12 :q./in.], Gallons Per rainute:30.29 Date: 1 20 15 8. Due n to casting inconsistencies all dimensions are nominal DWG. NOgBL.l.12x 12—Bullseye Scale: NTS 02015 Iron Age Designs RegVA1970N 21ber: DECORATIVE METAL AREA DRAIN GRATE r 9" o A Fl I I 1 0 C Fl /- C CONCRETE SEAT WALL NOT TO SCALE SCALE SEATING WHERE INDICATED STEEL SKATE STOP @ 36" O.C. BETE SITTING WALL iORIZ. CONTINUOUS /ERTICAL @ 36" O.C. ,NSION JOINT ONCRETE PAVING ASE COURSE IORIZ. @ 18" O.C. ,RADE SIGN -STEEL ❑C - I l-ow JGM LANDSCAPE ARCHITECTS INCORPORATED P.S. LANDSCAPE ARCHITECTURE URBAN DESIGN SITE PLANNING PARKS AND RECREATION PLANNING 12610 NE 104TH STREET KIRKLAND, WA 98033 PH: 425.454.5723 CELL: 206.795.3196 E-: jgm@jgm-inc.com www.jgm-inc.com STATE OF WASHINGTON REGISTERED LANDSCAPEo �/ARCHITECT e, CERTIFICATE NO. 442 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING wa- -"4I6R Clark Close 12/15/2023 yqi 12/20/2023 5 CIVIL CONSTRUCTION PERMIT COMMENTS JGM 12.07.231 CL SURVEYED: Z.NALL SCALE: DATE: HORIZONTAL:: N D 11983/1991 WEST77 PARTNERS 12.07.2023 VERTICAL: 4 CIVIL CONSTRUCTION PERMIT COMMENTS JGM 10.20.23 CL HORIZONTAL: CITY O F 0 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JETLIVAWAY HOTEL FIELDBOOK: DRAWN:1;%R) R E N T O N O 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET C.LEWIS ONE INCH DATU M PARK AVENUE NORTH DRAWING NO: 4 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL SCALE RENTON WA 98057 O� C.LEWIS F NOT ONE INCH Planning/Building/Public Works Dept. L4.0 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY HOTEL SITE AMENITY PLAZA SHEET: OF: C.LEWIS 36 41 O 00 N O O M N A t0 t0 O O 0 M N Q J O M O O O N N W I� W Z I— I.L Q a. ti V♦ LU i SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 P 136 F N U �- INTERIOR L.S. VISION CLEARANCE TRIANGLE AREA �� I Q ° - PLANTER 185 _ I � OC) z J RR GAT ON SCHEDULE: o 18.E g 4 15.0 14.o z z I L _ _ _ _ _ _ _ _ _ _ _ _ _ J d RAINBIRD 1812-10 SHRUB/GROUNDCOVER SPRINKLER -12" PLASTIC POP-UP, 10' RADIUS AT 30 PSI; W a _ -1/2 - - ,�I r HALF - .79 GPM, QTR. - .39 GPM. INSTALL ON TRIPLE SWING JOINT AS DETAILED. 89 - - �. .. 3/4 F :�I I Z RAINBIRD ' I 3/ W 4 RWS-M-B-C-1402 ROOT -WATERING SERIES - .50 GPM. INSTALL ON TRIPLE SWING JOINT AS DETAILED. I1-1 2 3 .a I > 3/4" C L� Q • RAINBIRD 1812-12 SHRUB/GROUNDCOVER SPRINKLER -12» PLASTIC POP-UP, 12e RADIUS AT 30 PSI; INTERIOR L.S. i ® 3/�' :. _ , D FULL 2.6 GPM HALF 1.3 GPM QTR. 65 GPM. ALIGN SPRINKLER LOCATIONS 3 I PLANTER 95 SF .I I WITH PARKING STALL STRIPES AT ALL PARKING PLANTING STRIPS. INSTALL ON //�■ ° I o I I 7• •• _ ° I TRIPLE SWING JOINT AS DETAILED. II 4 7 Q _ 5D SD o 3/ 4 I 3/ N _ o ■ili RAINBIRD 1812 SHRUB/ GROUNDCOVER SPRINKLER -12" PLASTIC POP-UP, 15-EST 4 X15' RADIUS AT ( W a II I STREET FRONTAGE I A 55T 30 PSI, END PATTERN -.61 GPM,15-SST SIDE PATTERN -1.21 GPM, INSTALL ON Z o 13 4'� BUFFER 365 SF o I 4FED MAPLE TYMAL TRIPLE SWING JOINT AS DETAILED. I"' I / 4 V" PLANTIW 3IRP CB 1057 W THRU CURB I T C6 3/ RAINBIRD PEB-PRS PLASTIC AUTOMATIC CONTROL VALVE W/ PRESSURE REGULATING FEATURE; 1 SIZE I II I RIM=30.1 I �' TYPICAL ALL LOCATIONS. INSTALL AS DETAILED INSIDE VALVE BOX. INTERIOR L.S. o PLANTER 125 SF D O I o STREEf FRONVTA05 � ( ) : 001 � ti U 0 10 cm BUFFER 2,860 SF I I T 1-1/2" BRASS OR BRONZE BALL VALVE SHUTOFF. INSTALL ON PRESSURE MAINLINE AS DETAILED. F_ 2s.o � I cn o 16 14 15 0 O RAINBIRD 33-DLRC 3/4 BRASS OR BRONZE QUICK COUPLING VALVE WITH LOCKING COVER. INSTALL ON l 3 TRIPLE SWING JOINT AS DETAILED. PROVIDE (1) 33DK KEY. 3/4' i C V CONNECT EXISTING IRRIGATION _ CONTROL VALVES ALONG STREET 1" WATER METER FOR IRRIGATION - SEE CIVIL DRAWINGS INTERIOR L.S. INTERIOR L.S. I3/ I I C V FRONT AREA TO NEW PRESSURE PLANTER 965 SF PLANTER 170 SF 3/4" MAINLINE SUPPLY. CONNECT ALL PLANTER 1 sF Y L I I I 1 , ,1 1 C VALVES TO NEW CONTROLLER AND DCVA 1" DOUBLE CHECK VALVE ASSEMBLY - SEE CIVIL DRAWINGS. INSTALL AS DETAILED. D WIRING. CAP EXISTING PIPING TO W W y y y y y y 41 y W W y + 4. 1 26. SEPARATE SYSTEM AT ROADWAY y y y O y y ®y y y°° y ® �4 3/4" EDGE. © RAINBIRD ESP-LX - 120V 20 STATION AUTOMATIC CONTROLLER; WITH MULTIPLE STATION MODULES; t~ IV W /'v RAIN/WEATHER SENSOR WALL -MOUNT INSIDE OF BUILDING ELECTRICAL ROOM AT 4 HEIGHT. CONNECT TO - o SEPARATE CIRCUIT 110 VOLT AC POWER AND VALVE WIRING. INSTALL AS 18. 6' N I ° DETAILED WITH GROUNDING CONNECTION. VERIFY EXACT LOCATION W/ OWNER. INSTALL RAIN/WEATHER SENSOR AS PER MANUFACTURER. O 3/ 14 II �x 11.6 I o PROPOSED PRESSURE MAINLINE - PVC SCHEDULE 40; SIZES AS NOTED ON PLAN. MINIMUM 18" COVER OVER ALL PIPING. L_ I II „D 126 KEY HOTEL I LATERAL LINES - PVC SCHEDULE 40; MINIMUM SIZE 3/4", SIZES AS NOTED ON PLAN. MINIMUM 12" COVER 0 OVER ALL PIPING. g I (D I I .3/ _ _ _ _ = SLEEVING - PVC SCHEDULE 40, MINIMUM SIZE SHALL BE TWICE INSERT PIPE DIAMETER. ALLOW SPACE FOR 3 » l0VdW00 lOVdW00 13VdW00 lOVdW00 l3VdW00 lOVdW00 l0VdW00 lOVdW00 lOVdW00 - � � -• • VALVE WIRING. MINIMUM 18 COVER OVER ALL PIPING. I TERIO L.S. ' 3/4" I BIKE RACKS (4) B 3 4" ANTE 150 6 ° O 5 I 37.29' i L3.0 10j "p 3 INDICATES ZONE BENCHES (4) q I. I INDICATES GALLONS PER MINUTE I L3.0 '- TI I •.••• /4 I l 3 4" TRASH (2) p f (D E I I L3.0 0) 10 I /4„ I "D CB 1130 COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT � ^� �3 1-1 " I o C INTERIOR L.S. I ae8 : 3 4" I 12 (DRIM = 30.41 ' o I PLANTER 252 F 8 D1 E 28.49 N 24' 3 4" 11 0 8' 3/ I SD SD SD I I =o D °' o STREET FRONTAGE INTERIOR L.S. l3HdW00 13VdW00 l0VdW00 lOVdW00 l3VdW00 l0VdW00 Jovdmi l0Vd1'q00 lOVdWBUFFER 2,140 SF 00 � � •' -. 3 P ANTE 150 S 10.67 / 37.2� - N 3/4' 4 10.5' I 3 4 � I / O 5 ° I 3 4 c�i 4 U I 1 3: 1 20. "D cal I _ D 3 15 - I 1/4 0 1 0 3/4 Ln c p COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT S89'01'29"E p 3 4" 42.00' �I 20' 0' 20' 40' INTERIOR L.S. I /4" El PLANTER 252 SF TABLES (2) C I D SSMH (1589) L3.0 I SCALE IN FEET RIM = 2 9.18'CD ~ SSMH (1587) / U x ° w 14.09' o Fo o0 3 3/4' _Pj ANT e e'2•I 3 4 \ I' ° PE (METE a BUFFER 4 0 SF as a 1 a �d s C 5) AKA- 17. 3/y';• na 15' s sli f y 9 101=2c.02' 3/ ' I.� �: < a .. • a'. r QI sa. Z U n u a. 4' , ...1 a .. a ° a > a 5 `I' I .I PL ."-CAA ° a. 3 4" R.Y w v v .v o .v o N 01'209"UV' 2.0�' ®v ,� _1 2 -- 1-1 / - X- - -X - a--u----- -� 3 4., O 4 D -FO F FO- o RIO FO- _ F0 16.0 12.FO _ FO F 25.0 FOFO FO X F PLANTER 2-F Q a J YD PERIMETER L.S. � BUFFER 1055 SF CONCRETE SEAT WALL L4 115.8' O YD 12",20"CT ° ° si \ 12" T 5 CD CO 0 3 0 2 Qo� 1 NO. i7 I I 11 (II I) 1 II I I U 11 o I 1 1 CIVIL CONSTRUCTION PERMIT COMMENTS JGM 12.07.23 CL SURVEYED: Z. N ALL SCALE: 1 =20 -0' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 83/1 DATU MC.LEWIS ��„� CITY OF :�•�� RENTON Planning/Building/Public Works Dept. CIVIL CONSTRUCTION PERMIT COMMENTS JGM 10.20.23 CL DESIGNED: C.LEWIS CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET DRAWN: C.LEWIS ONE INCH INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY REVISION BY DATE APPR APPROVED: ;fwA T" 110 00 O O N Al u JGM M O APE ARCHITECTS O LANDSCAPE p INCORPORATED P.S. N LANDSCAPE ARCHITECTURE N W URBAN DESIGN SITE PLANNING PARKS AND a RECREATION PLANNING 12610 NE 104TH STREET KIRKLAND, WA 98033 PH: 425.454.5723 CELL: 206.795.3196 E-: jgm@jgm-inc.com www.jgm-inc.com STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ['�A.A, CERTIFICATE NO. 442 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING ` - Clark Close 12/15/2023 yqi 12/20/2023 w - W Z N� I.L Q DATE: WEST77 PARTNERS 0o7.2023 FIED6 LIVAWAY HOTEL ti PARK AVENUE NORTH DRAWING NO: RENTON, WA 98057 L5.0 cf) HOTEL IRRIGATION PLAN AND SCHEDULE LV SHEEP: OF: 37 41 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 0 co N O O M N O O M O O O N N W w IL U) w w z F- Q a ti ti F- U) w