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HomeMy WebLinkAboutzR-4123SetM N r O I w H Z O F_ Z w w U. J O O 02 0- 00 cV I N cV 0 cV CLT cV Q a� U 0 0 O 0 0 Q 0 G� ry 0 o� c cn 0 Map LAKE WASHINGTON r r m NE SUNSET BLVD rrrrr Q� _5 PROJECT`'P� SITE°5 p N 8TH ST Z 0 x > D m D N 6TH ST z r*1 z VICINITY MAP N TS OWNER/DEVELOPER ARCO/MURRAY 3110 WOODCREEK DRIVE DOWNER'S GROVE, IL 60515 (331) 775-4115 CONTACT: ERIC UEBELHOR 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 (425) 458-7934 CONTACT: JASON GREEN (425) 458-7896 CONTACT: JENELLE TAFLIN, P.E. ARCHITECT: BECK ARCHITECTURE 1807 ROSS AVE, SUITE 500 DALLAS, TX 75201 (214) 303-6200 CONTACT: JUSTIN ROBERTS LANDSCAPE: BRUMBAUGH & ASSOCIATES 600 NORTH 85TH STREET SEATTLE, WA 98103 (206) 297-4430 CONTACT: KRISTEN LUNDQUIST SURVEYOR: AXIS SURVEYING & MAPPING 15241 NE 90TH STREET REDMOND, WA 98052 (425) 823-5700 X309 CONTACT: ZANE NALL, PLS EXISTING LEGEND UTILITIES WATER/SEWER/STORM: CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY RENTON, WA 98057 (425) 430-7382 CONTACT: NATHAN JANDERS 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: CRAIG BURNELL FIRE CITY OF RENTON FIRE PREVENTION 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) v CALCULATED MONUMENT LOCATION YARD DRAIN \o\ FOUND 'X' SCRIBED IN CONCRETE < CULVERT FOUND QUARTER CORNER FIRE HYDRANT O CENTER OF SECTION MICV IRRIGATION CONTROL VALVE ® FOUND MONUMENT IN CASE ® MONITOR WELL ® POWER STUB POST INDICATOR VALVE z POWER JUNCTION BOX ® WATER METER 0 POWER VAULT Da WATER VALVE 0❑ STREET LIGHT WATER MANHOLE0-0 m SIGNAL VAULT GAS VALVE SOIL LOG/TEST PIT POWER TRANSFORMER DF FIBER OPTICS MANHOLE SIGN DT TELECOMMUNICATIONS MANHOLE BOLLARD ® TELECOMMUNICATIONS JUNCTION BOX RIGHT TURN ARROW CE::::- TRAFFIC SIGNAL POLE LEFT TURN ARROW ® TRAFFIC SIGNAL BOX o SANITARY SEWER CLEANOUT12"C CEDAR 0 SANITARY SEWER MANHOLE ❑ CATCH BASIN 12"COT COTTONWOOD o SD STORM DRAIN CLEANOUT 12"D 0❑ STORM DRAIN MANHOLE 0 DECIDUOUS RECORD DRAWINGS cn 780 LOGAN AVENUE NORTH, RENTON, WASHINGTON 98057 SECTION 087 TOWNSHIP 23 NORTH, RANGE 6 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 CONY. W/LATH "PROP. COR. ® 'Y' ALONG SOUTHERLY LOT LINE ±315' E. OF SOUTHWEST CORNER OF SI TE. ELEVATION: 28.73' LEGAL DESCRIPTION BY SURVEYOR LOT 5A-2, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-10-020-LLA, AS RECORDED UNDER RECORDING NUMBER 20100602900006, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. NPDES PROJECT SITE COVERED UNDER DEPTARTMENT OF ECOLOGY PERMIT NUMBER WAR309028 ----D- DITCH LINE SS SANITARY SEWER LINE SD- STORM DRAIN LINE P POWER LINE C CABLE LINE W WATER LINE G GAS LINE -X X X X- CHAIN LINK FENCE LINE (CLFNC) e e, a• CONCRETE PAVING ASPHALT PAVING BUILDINGS -c=+ GRAVEL SURFACE L------------------•�--J SITE DATA PARCEL NUMBER: ZONING: EXISTING USE: PROPOSED USE: BUILDING SETBACKS: SITE AREAS: TOTAL: EXISTING: 0886610010 URBAN DESIGN DISTRICT C VACANT LOT COMMERCIAL LOGAN AVE N- 8' ROW DEDICATION PARK AVE N - 6' ROW DEDICATION N 8TH ST - 12.5' ROW DEDICATION 596,016f SF (13.68f AC) IMPERVIOUS: 100,911 SF (2.32i AC) PERVIOUS: 495,105 SF (11.36f AC) PROPOSED (PHASE I-TOPGOLF ONLY): BUILDING: 25,726 SF (0.59f AC) IMPERVIOUS: 403,941 SF (9.27f AC) PERVIOUS: 102,821 SF (2.36f AC) TOTAL: 532,488 SF (12.22f AC) MIXED USE PARCEL (FUTURE PHASE 2): 63,528 SF (1.46f AC) TOPGOLF BUILDING SQUARE FOOTAGE: FIRST FLOOR: 24,440 S.F. SECOND FLOOR: 23,675 S.F. THIRD FLOOR: 21,893 S.F. TOTAL: 70,008 S.F. PERCENTAGE OF LOT COVERED BY STRUCTURES: 4.32% Sheet List Table Sheet Number Sheet Title CVR-1 COVER SHEET C-0.0 NOTES C-0.1 NOTES D-1.0 OVERALL DEMOLITION PLAN D-1.1 DEMOLITION PLAN D-1.2 DEMOLITION PLAN D-1.3 DEMOLITION PLAN D-2.0 OVERALL T.E.S.C. PLAN D-2.1 T.E.S.C. PLAN D-2.2 T.E.S.C. PLAN D-2.3 T.E.S.C. PLAN D-2.4 T.E.S.C. NOTES & DETAILS D-2.5 T.E.S.C. DETAILS D-2.6 T.E.S.C. DETAILS C-1.0 OVERALL SITE IMPROVEMENT PLAN C-1.1 SITE IMPROVEMENT PLAN C-1.2 SITE IMPROVEMENT PLAN C-1.3 SITE IMPROVEMENT PLAN C-1.4 SITE IMPROVEMENT DETAILS C-1.5 SITE IMPROVEMENT DETAILS C-1.6 SITE IMPROVEMENT DETAILS C-1.7 TARGET DETAILS C-1.8 TARGET DETAILS C-1.9 TARGET DETAILS C-1 .10 OVERALL HORIZONTAL CONTROL PLAN C-1.11 HORIZONTAL CONTROL PLAN C-1 .12 HORIZONTAL CONTROL PLAN C-1 .13 HORIZONTAL CONTROL PLAN C-1.14 FIRE TRUCK MANUVERING PLAN C-2.0 OVERALL GRADING PLAN O 2 RECORD DRAWINGS O 2 RECORD DRAWINGS �a 1 RECORD DRAWINGS e NO. REVISION C-2.1 GRADING PLAN C-2.2 GRADING PLAN C-2.3 GRADING PLAN C-2.4 DETAILED GRADING C-3.0 OVERALL DRAINAGE PLAN C-3.1 DRAINAGE PLAN C-3.2 DRAINAGE PLAN C-3.3 DRAINAGE PLAN C-3.4 DRAINAGE PROFILES C-3.5 DRAINAGE PROFILES C-3.6 DRAINAGE PROFILES C-3.7 DRAINAGE PROFILES C-3.8 DRAINAGE PROFILES C-3.9 DRAINAGE NOTES & DETAILS C-3.10 DRAINAGE DETAILS C-3.11 DRAINAGE DETAILS C-3.12 DRAINAGE DETAILS C-3.13 DRAINAGE DETAILS C-4.0 OVERALL WATER PLAN C-4.1 WATER PLAN C-4.2 WATER PLAN C-4.3 WATER PLAN C-4.4 WATER PROFILES C-4.5 WATER PROFILES C-4.6 WATER NOTES & DETAILS C-4.7 WATER DETAILS C-4.8 WATER DETAILS C-5.0 OVERALL SANITARY SEWER PLAN C-5.1 SANITARY SEWER PLAN C-5.2 SANITARY SEWER PLAN C-5.3 SANITARY SEWER PLAN C-5.4 SANITARY SEWER PROFILES SURVEYED: ZMALL DESIGNED: J.GREEN NAVIX 09.29.22 JET NAVIX 06.10.22 JET DRAWN: J.GREEN NAVIX 05.17.22 JET CHECKED: J.TAFLIN BY DATE APPR APPROVED: J.TAFLIN SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 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. 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. C-5.5 SANITARY SEWER PROFILES C-5.6 SANITARY SEWER NOTES & DETAILS C-5.7 SANITARY SEWER DETAILS C-6.0 COMPOSITE FRANCHISE UTILITY SCHEMATIC L5.01 LANDSCAPE PLAN L5.02 LANDSCAPE PLAN L5.11 UTILITY SCREEN PLAN L5.12 UTILITY SCREEN PLAN L5.21 LANDSCAPE PLAN L5.31 PLAZA PLAN L6.01 IRRIGATION PLAN L6.02 IRRIGATION PLAN L8.01 DETAILS SL1 SITE LIGHTING PLANS SL2 SITE LIGHTING PLANS SL3 SITE LIGHTING PLANS SL4 SITE LIGHTING PLANS SL5 SITE LIGHTING PLANS SHEET 1 OF 2 ALTA/NSPS LAND TITLE SURVEY SHEET 2 OF 2 ALTA/NSPS LAND TITLE SURVEY 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com ��'16ABET v R� pF WASgI�� � ;tally sign _15y nelle T flin Date: "``���� UUUU 2022.09.3 fin\ A 418726:26:36-0' ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. NAVIX CERTIFICATION R-412301 IBY IN COMPLIANCE WITH CITY OF RENTON STANDARDS N O N O 0 1 M r ILA Z O Z Nw I.L ARCO/MURRAY DAB 09.26.2022 J CITY OF OOK: TOPGOLF RENTON PAGE: •� . RENTON 780 LOGAN AVENUE NORTH DRAWING NO: Planning/Building/Public Works Dept. RENTON, WA 98057 CVR-1 a0 COVER SHEET SHEET: 01 OF: 82 DEMOLITION NOTES (NAVIX) M 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE N CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE r CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON -SITE IMPROVEMENTS 17 NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. O 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING Iqi CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE Q EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON LIMITED LU TOPOGRAPHY SURVEY PREPARED BY AXIS SURVEY & MAPPING, DATED 11 /21 /2019. 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 Z 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 O 0 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 Z CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS U I BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL w BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES LL WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. J 4. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN O 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. IL O 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. INSTALL INTERCEPTOR SWALES AND TEMPORARY SEDIMENT PONDS. 8. HAVE T.E.S.C. MEASURES INSPECTED BY THE CITY PRIOR TO ANY ADDITIONAL SITE DISTURBANCE. 9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 10. CLEAR, GRUB, AND ROUGH GRADE SITE. 11. 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. 12. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 13. SEED. SOD, STABILIZE, OR COVER ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 14. INSTALL PERMANENT STORM DRAINAGE SYSTEM NEEDED TO CONNECT TO CITY SYSTEM. 15. INSTALL INLET PROTECTION ON ALL NEW STORM DRAINAGE STRUCTURES. 16. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 17. INSTALL CURBING, UTILITIES, AND OTHER SITE IMPROVEMENTS AND CONSTRUCT E RIGHT-OF-WAY IMPROVEMENTS. °N° 18. FINISH GRADING SITE FOR PAVING ACTIVITIES. 19. PAVE SITE. N 20. COMPLETE SITE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. ESTABLISH N LANDSCAPING AND PERMANENT VEGETATION. CD N 21. REMOVAL ALL T.E.S.C. MEASURES ONLY AFTER THE SITE IS DEEMED COMPLETELY c�.l 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 7 STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE cz)o FOLLOWING: CD CDl 1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN w BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO j 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL cn, 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 o INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE. 0 Q 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL 0 3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS: T a. THE ORGANIC CONTENT FOR 'PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE COMPOST SPECIFICATION FOR BIORETENTION (REFER TOSECTION C.2.6) WITH THE EXCEPTION THAT THE COMPOST MAY HAVE UP 0 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 0 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. a b. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING "A)" ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO o MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING THE LIMITS IDENTIFIED IN TABLE 220-13, TESTING PARAMETERS, IN WAC 173-350-220. cn 4. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. m 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. 10. CURB RADII ADJACENT TO PARKING STALLS SHALL BE 4.5'. ALL OTHER CURB RADII SHALL BE 10', UNLESS OTHERWISE NOTED. 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: 1 V 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. 9. 10. 11. 12. 0 2 RECORD DRAWINGS NAVIX 09.29.22 JET 0 ® 2 RECORD DRAWINGS NAVIX 06.10.22 JET �p Q 1 RECORD DRAWINGS NAVIX 05.17.22 JET d NO. REVISION BY DATE APPR 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. SURVEYED: SCALE: _ Z.NALL HORIZ88 ONTAL- N AVD 19/1991 DESIGNED: CITY O F J.GREEN RENTON DRAWN: J.GREEN ONE INCH DATUM CHECKED: AT FULL SCALE J.TAFLIN IF NOT ONE INCH Planning/Building/Public Works Dept. APPROVED: SCALE ACCORDINGLY J.TAFLIN SANITARY SEWER NOTES (NAVIX) 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) PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL ENGINEERING SERVICES DRAFT REPORT, PREPARED BY GEOENGINEERS ON SEPT 11, 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. nJ 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com �LI 'GABWA ET AlgMitallysign y nelle T flin Date: ���V UUUU 202209.3 ,6 ep 4187216:a 361 0' 9 o��sSIONAL ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. NAVIX CERTIFICATION R-412302 I BY IN COMPLIANCE WITH CITY OF RENTON STANDARDS r cv) to O O O O N r4w u CD O O O O CD r Q D J N O N O O O I CD r w Z O Z LU w ARCO/M U RRAY DATE:09.26.2022 ILL J TOPGOLFRENTON FIELDBOOK: PAGE: O 780 LOGAN AVENUE NORTH DRAWING RENTON WA 98057 C-0.0 a NOTES SHEET: 02 OF: 82 O HEARING EXAMINER CONDITIONS OF APPROVAL (CITY OF RENTON) SEPA MITIGATION MEASURES AND LAND USE CONDITIONS (CITY OF RENTON) M 1. THE APPLICANT SHALL COMPLY WITH THE EIGHT (8) MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF N NON -SIGNIFICANCE MITIGATED, DATED JULY 22, 2019. r 17 A. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL O ENGINEERING SERVICES DRAFT REPORT, PREPARED BY GEOENGINEERS ON MAY 18, 2018, OR AN UPDATED GEOTECHNICAL REPORT APPROVED BY THE PLAN REVIEWER AT A LATER DATE. 0 B. THE APPLICANT SHALL PERMANENTLY ABANDON ALL ONSITE MONITORING WELLS AND SHALL BE CONSISTENT WITH THE W RECOMMENDATIONS OF THE PHASE II: LIMITED SITE INVESTIGATION REPORT, PREPARED BY PROFESSIONAL SERVICE INDUSTRIES, INC., DATED JUNE 11, 2018, OR AN UPDATED REPORT SUBMITTED AT A LATER DATE. C. ANY EVENT AT TOPGOLF THAT COULD RESULT IN AN INCREASE IN TYPICAL NOISE LEVELS EXTENDING BEYOND THE SITE BOUNDARIES, SUCH AS LIVE MUSIC, DJ OR A SIMILAR EVENT, THE EVENT OPERATING HOURS SHALL BE RESTRICTED TO THE HOURS BETWEEN SEVEN O'CLOCK (7:00) A.M. AND TWO O'CLOCK (2:00) A.M., SEVEN DAYS A WEEK. D. THE APPLICANT SHALL PROVIDE A PEDESTRIAN LIGHTING PLAN THAT MAINTAINS MINIMUM LIGHT LEVELS OF 0.3 FOOT-CANDLE ALONG THE PROPERTY FRONTAGE OF THE PUBLIC SIDEWALK OF N 8TH ST AT A THREE TO ONE (3: 1) Z ENHANCED UNIFORMITY RATIO TO IMPROVE VISIBILITY AND PERCEPTIONS OF BRIGHTNESS, SAFETY AND SECURITY FOR PEDESTRIANS AT NIGHT. O E. THE APPLICANT SHALL PROVIDE A LIGHTING/ILLUMINATION PLAN WHICH WILL HAVE A MINIMAL EFFECT ON ADJACENT Z PROPERTIES AND THE PHASE 2 MIXED -USE AREA ON THE EASTERN PORTION OF THE PROPERTY AND STILL COMPLY WITH W STREET AND PEDESTRIAN LIGHTING STANDARDS OF THE CODE. THE FINAL LIGHTING/ILLUMINATION PLAN SHALL BE SUBMITTED w TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. LL F. THE APPLICANT SHALL CREATE A PUBLIC OUTREACH PLAN IN COORDINATION WITH CITY OF RENTON TO COMMUNICATE WITH J ROAD USERS, THE GENERAL PUBLIC, AREA RESIDENCES, LOCAL BUSINESSES, AND APPROPRIATE PUBLIC ENTITIES ABOUT O PROJECT INFORMATION; ROAD CONDITIONS IN THE WORK ZONE AREA; AND THE SAFETY AND MOBILITY EFFECTS OF THE WORK ZONE. THE PUBLIC OUTREACH PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER a PRIOR TO ENGINEERING PERMIT APPROVAL. O G. THE APPLICANT SHALL COMPLETE A REVISED TRAFFIC IMPACT ANALYSIS THAT INVESTIGATES MITIGATION MEASURES TO RETAIN LOS C AT THE LOGAN AVE N/N 8TH ST INTERSECTION AT THE FUTURE 2020 HORIZON ANALYSIS YEAR WITH THE PROJECT. IF THE REVISED TRAFFIC IMPACT ANALYSIS SHOWS THAT LOS C CAN BE RETAINED AT THAT INTERSECTION, THE APPLICANT SHALL IMPLEMENT THE NECESSARY MEASURES TO RETAIN LOS C. IF THE REVISED TRAFFIC IMPACT ANALYSIS SHOWS THAT LOS C CANNOT BE RETAINED AT THAT INTERSECTION, THE APPLICANT SHALL PROVIDE MITIGATION FOR THE IMPACTS CAUSED BY EXCEEDANCE OF THE LOS C STANDARD. H. PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE, THE APPLICANT SHALL COMPLETE A TRAFFIC AND PARKING MANAGEMENT PLAN TO INVESTIGATE POTENTIAL MITIGATION MEASURES TO KEEP VEHICLES MOVING PAST THE ENTRANCES ON LOGAN AVE N AND MAINTAIN A CLEAR PATH FOR PEDESTRIANS, AND APPLICANT SHALL IMPLEMENT ALL MITIGATION IDENTIFIED IN SUCH PLAN. IF THE RENTON POLICE DEPARTMENT TRAFFIC COMMANDER ASSESSES THAT TRAFFIC VOLUMES FROM OR TO THE SITE ARE CREATING A HAZARD OR SIGNIFICANTLY IMPACTING TRAFFIC ON LOGAN AVE N, THE APPLICANT SHALL REVISE THE TRAFFIC AND PARKING MANAGEMENT PLAN TO IDENTIFY MITIGATION, AND THEN SHALL IMPLEMENT THE MITIGATION. 2. THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH THE PART 77 HORIZONTAL SURFACE HEIGHT LIMIT PRIOR TO CONSTRUCTION/BUILDING PERMIT APPROVAL, OR RECEIVE APPROVAL FROM THE FEDERAL AVIATION ADMINISTRATION (FAA) TO EXCEED THE PART 77 HORIZONTAL SURFACE HEIGHT LIMITS. 3. THE APPLICANT INSTALL TEN FEET OF TEMPORARY ON -SITE LANDSCAPING ALONG THE PUBLIC STREET FRONTAGES OF PHASE II (PARK AVE N AND APPROXIMATELY THE REMAINING 29 PERCENT OF N 8TH ST). SUCH LANDSCAPING SHALL INCLUDE A MIXTURE OF TREES, SHRUBS, AND GROUNDCOVER. IN ADDITION, THE APPLICANT SHALL HYDROSEED THE REMAINING VACANT MIXED -USE PORTION OF PHASE II. INSTALLATION OF THE TEMPORARY PHASE II LANDSCAPING SHALL BE COMPLETED AS PART OF PHASE I UNLESS A CONSTRUCTION OR BUILDING PERMIT FOR PHASE II HAS BEEN APPLIED FOR. AN UPDATED LANDSCAPE PLAN SHALL BE PROVIDED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 4. THE APPLICANT SHALL PROVIDE A DETAILED LANDSCAPE PLAN AND IRRIGATION PLAN WITH THE CONSTRUCTION PERMIT APPLICATION. THE DETAILED LANDSCAPE PLAN AND IRRIGATION PLAN SHALL BE PROVIDED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 5. THE APPLICANT SHALL PROVIDE A MATERIALS BOARD TO FURTHER IDENTIFY THE SCREENING DETAIL FOR ROOF -TOP EQUIPMENT. THE MATERIALS BOARD SHALL BE PROVIDED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 8. THE APPLICANT SHALL SUBMIT A DETAILED PLAZA PLAN THAT INCLUDES SPECIFICATIONS FOR PEDESTRIAN AMENITIES THAT ADD TO THE PEDESTRIAN EXPERIENCE AND THE HUMAN SCALE INTENDED FOR THE DEVELOPMENT. IN ADDITION, THE APPLICANT SHALL WIDEN THE PROPOSED INTERNAL CONCRETE SIDEWALK FROM THE BUILDING ENTRANCE TO THE FRONT OF THE LOADING DOCK CROSSWALK (A DISTANCE OF APPROXIMATELY 275 FEET) FROM SEVEN FEET (7') WIDE TO EIGHT FEET (8') WIDE. A REVISED DETAILED PLAZA PLAN AND SITE IMPROVEMENT PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 9. THE NORTH SITE ACCESS DRIVEWAY ON LOGAN AVE N SHALL BE RESTRICTED TO A RIGHT -IN AND RIGHT -OUT ONLY DRIVEWAY 10. THE APPLICANT SHALL CONSTRUCT A MEANDERING FIVE-FOOT (5') WIDE INTERIOR CEMENT CONCRETE PATHWAY WITHIN THE PERIMETER LANDSCAPING ALONG LOGAN AVE N. THE INTERIOR PATHWAY SHALL COMPLEMENT THE URBAN AMENITIES OF THE PLAZA PLAN. A REVISED LANDSCAPE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERMIT APPROVAL. 11. THE APPLICANT SHALL PROVIDE ADDITIONAL PEDESTRIAN OVERHEAD WEATHER PROTECTION OVER THE REMAINING SIDEWALKS ALONG THE WEST ELEVATION (NOT INCLUDING THE PORTION OF THE BUILDING THAT CONSISTS OF HITTING BAYS). THE REVISED BUILDING ELEVATION SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 12. THE APPLICANT SHALL PROVIDE ALL DURABLE HIGH QUALITY EXTERIOR MATERIALS TO THE EXTERIOR FAQADE OF THE BUILDING. REVISED ARCHITECTURAL ELEVATIONS SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 13. THE APPLICANT SHALL PROVIDE ADDITIONAL GROUND FLOOR GLAZING ON THE WEST ELEVATION. THE REVISED ARCHITECTURAL ELEVATION SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 14. THE APPLICANT SHALL PROVIDE WINDOWS (OR AN EQUIVALENT DESIGN ELEMENT) WITHIN THE STAIRCASES ON THE NORTH, WEST AND EAST FACING FAQADES TO BREAK UP THE BUILDING MASSING AND INCREASE LIGHT TRANSMITTANCE INTO AND OUT OF THE BUILDING. REVISED BUILDING ELEVATIONS SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 15. THE APPLICANT SHALL INCORPORATE ELEMENTS TO CREATE VARIED AND INTERESTING ROOF PROFILES TO STRENGTHEN THE BUILDING DESIGN. REVISED ELEVATIONS SHOWING VARIED AND INTERESTING ROOF PROFILES SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 16. THE APPLICANT SHALL PROVIDE ONE (1) ADDITIONAL DURABLE HIGH QUALITY BUILDING MATERIAL AND ONE (1) ADDITIONAL COLOR, PATTERN OR TEXTURAL CHANGE TO THE EXTERIOR FAQADE. REVISED ARCHITECTURAL ELEVATIONS AND A MATERIALS BOARD SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 17. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A PRELIMINARY SIGN PACKAGE WITH THE BUILDING PERMIT APPLICATION. PROPOSED SIGNAGE SHALL BE COMPATIBLE WITH PHASING, THE BUILDING'S ARCHITECTURE AND EXTERIOR FINISHES, THE PROJECT'S EXTERIOR ELEMENTS, AND CONTRIBUTES TO THE CHARACTER OF THE OVERALL DEVELOPMENT. THE PRELIMINARY SIGN PACKAGE SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 18. THE APPLICANT SHALL PROVIDE ACCENT LIGHTING IN THE PLAZA TO ILLUMINATE KEY FEATURES. A REVISED LIGHTING PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 19. THE APPLICANT SHALL PROVIDE ENHANCED LANDSCAPING EAST OF THE BARRIER NETTING SYSTEM. THE REVISED LANDSCAPE PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER, AND APPROVED, PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 20. SURFACE MATERIAL FOR ALL PEDESTRIAN WALKING SURFACES SHALL BE EITHER CONCRETE, UNIT PAVERS, OR SIMILAR MATERIAL AS APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. 21. NO ADDITIONAL DRIVEWAY ACCESS POINTS FROM N 8TH ST OR PARK AVE N SHALL BE PERMITTED PRIOR TO PHASE II LAND USE APPROVAL. 22. THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN DEPICTING SIX FEET (SUBJECT TO A FINAL SURVEY) OF RIGHT-OF-WAY DEDICATION ALONG LOGAN AVE N. THE REVISED SITE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 6. THE APPLICANT SHALL PROVIDE A SPECIAL UTILITY AND LANDSCAPE PLAN SET WITH THE CONSTRUCTION PERMIT SHOWING THE 23. THE APPLICANT SHALL REPAIR ANY DAMAGED STREET FRONTAGE INCLUDING, BUT NOT LIMITED TO, EXISTING CEMENT CONCRETE LOCATION OF ALL GROUND MOUNTED UTILITY BOXES AND IDENTIFY HOW THEY WOULD BE SCREENED FROM PUBLIC VIEW. IN SIDEWALK AND ROADWAY PAVEMENT ALONG LOGAN AVE N, N 8TH ST AND PARK AVE N. THE APPLICANT SHALL ALSO RAISE ADDITION, NO UTILITY BOXES SHALL BE LOCATED IN THE OUTDOOR PLAZA AREA OR PRIMARY ENTRY AREA. THE SPECIAL THE EXISTING GRADE WITHIN THE PLANTER STRIP TO BE LEVEL WITH THE SIDEWALK AND CURB ALONG THE PROJECT'S STREET UTILITY AND LANDSCAPE PLAN SET SHALL BE PROVIDED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER FRONTAGE AND REVEGETATE. PRIOR TO CONSTRUCTION PERMIT APPROVAL. 7. THE APPLICANT PROVIDE BICYCLE PARKING FOR UP TO 37 STALLS (ONE OF WHICH SHALL BE SECURE EXTENDED USE). BICYCLE PARKING SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. Q 00 N Lf� N N CD N CrT Q O 3 U CD CD CD 24. THE APPLICANT SHALL PROVIDE A LANDSCAPE PLANTER DETAIL THAT INCLUDES EITHER TREE GRATES (OR AN EQUIVALENT DESIGN APPROACH) TO ENSURE THE RETENTION AND HEALTH OF THE EXISTING STREET TREES ALONG THE PROPERTY FRONTAGES OF N 8TH ST AND PARK AVE N. THE LANDSCAPE PLANTER DETAIL SHALL BE SUBMITTED TO, AND APPROVED BY, THE CITY OF RENTON PROJECT MANAGERS AND THE URBAN FORESTRY AND NATURAL RESOURCES MANAGER, PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 1. PROJECT CONSTRUCTION STALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL ENGINEERING SERVICES REPORT, PREPARED BY GEOENGINEERS ON OCT 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 SERVICE INDUSTRIES, INC., DATED JUNE 11, 2018, OR AN UPDATED REPORT SUBMITTED AT A LATER DATE. 3. ANY EVENT AT TOPGOLF THAT COULD RESULT IN AN INCREASE IN TYPICAL NOISE LEVELS EXTENDING BEYOND THE SITE BOUNDARIES, SUCH AS LIVE MUSIC, DJ OR A SIMILAR EVENT, THE EVENT OPERATING HOURS SHALL BE RESTRICTED TO THE HOURS BETWEEN SEVEN 0-CLOCK (7:00) AM AND TWO O'CLOCK (2:00) AM, SEVEN DAYS A WEEK. 4. THE APPLICANT SHALL PROVIDE A PEDESTRIAN LIGHTING PLAN THAT MAINTAINS MINIMUM LIGHT LEVELS OF 0.3 FOOT-CANDLE ALONG THE PROPERTY FRONTAGE OF THE PUBLIC SIDEWALK OF N 8TH ST AT A THREE TO ONE (3: 1) ENHANCED UNIFORMITY RATIO TO IMPROVE VISIBILITY AND PERCEPTIONS OF BRIGHTNESS, SAFETY AND SECURITY FOR PEDESTRIANS AT NIGHT. 5. THE APPLICANT SHALL PROVIDE A LIGHTING/ILLUMINATION PLAN WHICH WILL HAVE A MINIMAL EFFECT ON ADJACENT PROPERTIES AND THE PHASE 2 MIXED -USE AREA ON THE EASTERN PORTION OF THE PROPERTY AND STILL COMPLY WITH STREET AND PEDESTRIAN LIGHTING STANDARDS OF THE CODE. THE FINAL LIGHTING.ILLUMINATION PLAN SHALL BE SUBMITTED TO, AND APPROVE BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 6. THE APPLICANT SHALL CREATE A PUBLIC OUTREACH PLAN IN COORDINATION WITH CITY OF RENTON TO COMMUNICATE WITH ROAD USERS, THE GENERAL PUBLIC, AREA RESIDENCES, LOCAL BUSINESSES, AND APPROPRIATE PUBLIC ENTITIES ABOUT PROJECT INFORMATION; ROAD CONDITIONS IN THE WORK ZONE AREA; AND THE SAFETY AND MOBILITY EFFECTS OF THE WORK ZONE. THE PUBLIC OUTREACH PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERMIT APPROVAL. 7. THE APPLICANT SHALL COMPLETE A REVISED TRAFFIC IMPACT ANALYSIS THAT INVESTIGATES MITIGATION MEASURES TO RETAIN LOS C AT THE LOGAN AVE/N 8TH ST INTERSECTION AT THE FUTURE 2020 HORIZON ANALYSIS YEAR WITH THE PROJECT. IF THE REVISED TRAFFIC IMPACT ANALYSIS SHOWS THAT LOS C CAN BE RETAINED AT THAT INTERSECTION, THE APPLICANT SHALL IMPLEMENT THE NECESSARY MEASURES TO RETAIN LOS C. IF THE REVISED TRAFFIC IMPACT ANALYSIS SHOWS THAT LOS C CANNOT BE RETAINED AT THAT INTERSECTION, THE APPLICANT SHALL PROVIDE MITIGATION FOR THE IMPACTS CAUSED BY EXCEEDANCE OF THE LOS C STANDARD. 8. PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE, THE APPLICANT SHALL COMPLETE A TRAFFIC AND PARKING MANAGEMENT PLAN TO INVESTIGATE POTENTIAL MITIGATION MEASURES TO KEEP VEHICLES MOVING PAST THE ENTRANCES ON LOGAN AVE N AND MAINTAIN A CLEAR PATH FOR PEDESTRIANS, AND APPLICANT SHALL IMPLEMENT ALL MITIGATION IDENTIFIED IN SUCH PLAN. IF THE RENTON POLICE DEPARTMENT TRAFFIC COMMANDER ASSESSES THAT TRAFFIC VOLUMES FROM OR TO THE SITE AREA CREATING A HAZARD OR SIGNIFICANTLY IMPACTING TRAFFIC ON LOGAN AVE N, THE APPLICANT SHALL REVISE THE TRAFFIC AND PARKING MANAGEMENT PLAN TO IDENTIFY MITIGATION, AND THEN SHALL IMPLEMENT THE MITIGATION. rJ 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com �LI 'GABWA ET - itally sign y nelle T flin Date: ���V UUUU 2022.09.3 4187216:2&:31 0' eP oIONALY E� ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. NAVIX CERTIFICATION R-412303 I BY IN COMPLIANCE WITH CITY OF RENTON STANDARDS r cv) to O O O O N N O N O O O 9 CD r a. z O z W Iw SURVEYED: Z.NALL SCALE: HORIZONTAL- N D 1983/1991 DATUM CITY OF RENTON • Planning/Building/Public Works Dept. ARCO/MURRAY TOPGOLF RENTON 780 LOGAN AVENUE NORTH RENTON WA 98057 NOTES DATE: 09.26.2022 J O DESIGNED: GREEN J.GREEN 2 RECORD DRAWINGS NAVIX 09.29.22 JET FIELDBOOK: PAGE: 2 RECORD DRAWINGS NAVIX 06.10.22 JET DRAWN: J.GREEN ONE INCH DRAWING N0: C-0.1 1 RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: J.TAFLIN AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: J.TAFLIN SHEET: OF: 03 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. z O I- z LW w LL J O 0 li O I- s2 N L.C7 I N N O N cfl N N C/) III 0 0 c U) III SSMH (2563) 72" DROP ER SECTION RIM=29.77' 3E 5E. W.M. �15" PVC IE 14.80 (E) SS C IN CASE, CB (2487)W/THRU CURB INLET CB (2752) W/THRU CURB INLET CB 208 Rlly, DN. 0.5' RIM=27.50' RIM=27.43' RIP 3.09' 8„ nl- / / / 12" ADS IE 2 CB 2751 RIM=28.52' 4 17 18) COB. OF WALK IS 4.5'N. 15" ADS IE 24.21 (W) FND PUN MARK x 2.0'W�0}1NER �2" AD�S7E�21 (N 19" ADS BRIM=28.14' 12 L VI IE 27.07 (W) IN 2-1/2" ISK IN 12" AU Z 2443 (E) 12" ADS IE 24. �w, _ CT -- ---- ------ CB �28.20 WLI " nnc i� n 73 (E) oIM=28.20' CASE, DN. 0. v CB 753 W _ _ / MH CASE, IN. RIM- 8.53 W w W W W W W�1(4/17W W W W W COR. OF WALK IS SS 12" ADS IE 24.68' (S> _ _ _ - NI 8TH V �S - W --� w SS $$ S SS SS S$ 5.0'N. xCORNE 134.50' R M=28.60' (!1- - - - - - $$ - - - $� SS- - - - - - - - Ste - . S$- - s 5"PVC IE 19.81(W) CALC. INTX. 12" ADS IE 24.60 „ _ - _ _ 5"PVC IE 19.91(SE) SDMH (2564� 15" ADS IE 2' 7 (W) _'25 MPH' SIGN - -C. INTX. VAULT VENT S OTHING FUND 4,D 4 D 4„D „D 4>,D \ 0 4"D 4"D 4"D 4"p 4„D 4'D 4°n "N q - RIM=29.86' 18"IE23.68'S 1F" IC 'JZ FR' C I O IS 1 S'L O � • =DGDGE OF CONC WALK •nPWR CONT. N. o n ALK IS 8.7'S. SDMH 48" (1181 ) BRIM=29.27' OF CORNER - ` V RIM=32.58' (IE 19.06 PER PLAN) SDMH (2743) 24 �ADS IE 23.08 - IZE VERIFIED) - - RIM=30.28' 24" ADS IE 23.20 S)� /f/� f_�f 24" IE 22.61(N) PER PLAN OF _K 'QWEST' TMH -BUS STOP SHED I I -BOLTED TRASH CAN -BUS SCHEDULE SIGN ' CB 1651 j I "D I -FVC HAS 0.9' GUTTER 0 t �]I ® -RIMMINT S. ® 4" PVC IE 26.60 (E) LOT 5A-2 II I I � (596,016 S.F. SDMH (1058) "I-W-S" ' I2 BTM STRUCTURE =24.6 III lM oEE SHEET Dml oil Ill z x P I I o I i _ �� SDMH (161( I II RIM=29.3 I' z 2WEST IS CAPPE4" CONC (N-`. "C CTR CHNNL IE 24.E ® EDGE OF ASPHALT-D Z II II BURIED AND IN I I` nl�-RFPoI tII IS U.y 5. x U.b L. OF UUKNL (/7 17 DBL SW' Ll Li FLIN1.L JLIN J. \_CB 2411 RIM=29.4- I I D'D I Cn AD "D D .-'A(D THE B ING CO. IE 13.63(K S89°01'29 I (NOT A PART) 42.0 I I 'QWEST' MH I I RCOMM VLT' SSMH (1982) ARROW S METRO SEWER' RIM-30.81' I Cl) C8�,1535) AKA-370 STUB 2-4" PVC-, RIM=29.02' 2-2" PVC TBM-A ELEV=30.81' I LOST SIG. '� �FOPM CONT.'SX I ' T zEmolt � El x F F YD PUMP STA. CI BURIED ASPHALT - f YD 12",20"CT `CIS -REPAIR t"A W W S 0.75'HIGH 12"CT u�i to D 1 C _ -- - - TO K J ERVICE' Tr I C PAD W/METAL ROOF J r 0 25 50 100 r SCALE: 1 inch = 50 ft. M N lie Q Q 40 C6 r a J CN Q Cq Q O 1 r lirA "'I"lX 1 a -'ITP I CIVIL 11235 s.e. 6th street suite 150 bellevue, wa 98004 t: 425.453.9501 I f: 425-453-8208 www.navixeng.com �LI BABE l v R� (3l; WASgI*, itally sign y nelle T flin Date: 2022.09.3 418726:28:43-0 m - PARKING GARAGE CAPPED, ENGINEERS CONSTRUCTION RECORD CERTIFICATION COB. IS 2.4'S. OF LN. N. FACE CONC. WALL SW COB. E. END N. FACE CAPPED CV 18,18C / ICVJ -ICV < ""W PARKING RAMP S. CLFNC 6" CONC WALL TO GATE MOTOR -CV C IN LI ES PV W/ H LID 6 S 3.7'E. END CLFNCS. OF LN. IS 1.0'S. OF LN. S 0.5'E. yy/1' CONC. LIP N. N I 0 64 OF CORNER THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN RI =2 .41 FIND 'X' IN CONC. W/LATH INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD R O ____ __.. 8) �E " m ((I ((�� NE CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR Z VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, a CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q NAVIX CERTIFICATION Q R-412304 BY O IN COMPLIANCE WITH CITY OF RENTON STANDARDS V W 2 RECORD DRAWINGS O 2 RECORD DRAWINGS �Q 1 RECORD DRAWINGS e NO. REVISION SURVEYED: Z.NALL DESIGNED: J.GREEN NAVIX 09.29.22 JET NAVIX 06.10.22 JET DRAWN: J.GREEN NAVIX 05.17.22 JET CHECKED: J.TAFLIN BY DATE APPR APPROVED: J.TAFLIN i z O H z NW w SCALE. VERTICAL: AD 1 83/1 ARCO/M U RRAY DA�.09.26.2022 J HORIZONTAL: NAD 1983/1991 CITY OF ® TOPGOLF RENTON FIELDBOOK: RENTON 780 LOGAN AVENUE NORTH PAGE: 0 ONE INCH DATUM � DRAWING N0: AT FULL SCALE RENTON WA 98057 D-1.0 a IF NOT ONE INCH Planning/Building/Public Works Dept. SCALE ACCORDINGLY OVERALL DEMOLITION PLAN SHEET: 04 OF: 82 O SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SEE SHEET D-1.2 FOR CONTINUATION M N Tmm I W F_ z O H z LU w LL J O 0 O H ,_ Q N LCi N N O N N Q a> 3 LLI CD Aw- 0 U Q / 0 ry / 0 c Cn 0 IRIPM 001 CD O -NNIN W W LLJ 0 J Q Q Q z_ m N N 3 0 z 5 LJ Ln LEGEND ---------- �I yluli i i ir'r PROPERTY LINE LIMITS OF DISTURBANCE SAWCUT LINE PROPOSED CURB TO BE REMOVED EXISTING UTILITIES TO BE REMOVED AND/OR ABANDONED IN PLACE EXISTING CONCRETE PAVEMENT, ASPHALT PAVEMENT AND/OR CONCRETE SIDEWALK TO BE REMOVED EXISTING TREE TO BE REMOVED (IS (n f) 0 � Q Q 0900616 KEY NOTES OREMOVE EXISTING CONCRETE PAVEMENT, ASPHALT PAVEMENT AND/OR CONCRETE SIDEWALK (TYP). OREMOVE EXISTING CONCRETE CURB (TYP). O3 REMOVE EXISTING TREES, SHRUBS, LANDSCAPING AND ROCK (TYP) OREMOVE 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 PRIOR TO REMOVAL OF EXISTING. CONTRACTOR SHALL COORDINATE WITH THE CITY OF RENTON PUBLIC WORKS INSPECTOR PRIOR TO REMOVING ANY STRUCTURES OR PIPING. 0 2 0 2 NO. d�v v i (n Lt7 0j W N N O I U T OPERMANENTLY ABANDON MONITORING WELL CONSISTENT WITH THE RECOMMENDATIONS OF THE PHASE II: LIMITED SITE INVESTIGATION REPORT, PER PROFESSIONAL SERVICES INDUSTRIES, INC, DATED JUNE 11, 2018, OR AN UPDATED REPORT SUBMITTED AT A LATER DATE. OPRESERVE AND PROTECT EXISTING SANITARY SEWER, WATER, AND STORM DRAINAGE STRUCTURES AND PIPING TO REMAIN. CONTRACTOR SHALL REFER TO SHEETS C-3.0, C-4.0, AND C-5.0 FOR PROPOSED UTILITIES. OPRESERVE AND PROTECT EXISTING POWER, TELECOM, AND NATURAL GAS SERVICE. ADJUST STRUCTURES TO GRADE AS NECESSARY. SURVEYED: Z.NALL DESIGNED: RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN RECORD DRAWINGS NAVIX 06.10.22 JET DRAWN: J.GREEN RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: REVISION BY DATE APPR J.TAFLIN APPROVED: J.TAFLIN Og PRESERVE AND PROTECT EXISTING TREES TO REMAIN. Og EXISTING 24—INCH STORM DRAINAGE MAIN TO BE REROUTED. SEE SHEET C-3.3 FOR DETAILS. 10 CONTRACTOR TO FIELD VERIFY LOCATION OF STORM DRAINAGE LINE AND AREA DRAINS. ONCE LOCATED, CONTRACTOR TO REMOVE OR CAP AND ABANDON IN —PLACE. 11 CONTRACTOR TO CONFIRM IF EXISTING SANITARY SEWER IS ABANDONED AND REMOVE OR ABANDON IN —PLACE. 12 FIRE HYDRANT, BOLLARDS, AND ASSOCIATED SERVICE LINE TO BE REMOVED. CONTRACTOR TO COORDINATE WITH BOEING FIRE INSPECTOR, BOEING PLUMBERS, AND BOEING FACILITIES ENGINEERS PRIOR TO REMOVAL. SCALE: CITY OF 1"R) RENTON Planning/Building/Public Works Dept. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M �w �w N W — O I0 m U J J W 1 -- U�0z LL< J Li U m O W w0z W N m 0 15 30 60 SCALE: 1 inch = 30 ft. rJ 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com ��'1WA 6ABET ?� itally sign y gnelle T flin Date: "``���� DaUUUU 2022.09.3 fin\ 0 418726:U:53-0' m ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. NAVIX CERTIFICATION R-412305 GeV IN COMPLIANCE WITH CITY OF RENTON STANDARDS N O N O O O 1 d� r z O F_ z LU w ARCO/M U RRAY DATE:09.26.2022 UL J TOPGOLF RENTON FIELDBOOK: PAGE: O 780 LOGAN AVENUE NORTH DRAWING N0. RENTON, WA 98057 D-1.1 a0 DEMOLITION PLAN SHEET: 05 OF: 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SEE SHEET D-1.3 FOR CONTINUATION Z 0 H Z W w LL J 0 CD IL 0 H Q rn N LCi N N O N CLT Q a> 3 LLI CD Aw- 0 U Q / 0 ry / 0 c Cn 0 N 1 N N 7 11� N `1 $ I W � 1 1 4 I ,� 1 4 4 I ------r4--------- - ----� \ II� �--�-- X: x x \\\\\\\\\\\\\ \ 4 \ , 6 1 J s s s 8 1 I 4 -- I s s , 1 I 4 — - � o 4 Iwo 1 0 � —o� _ 1 I wcc 1 z(LN Q Q 1 N JQN =ma - II FK �zz QLd �I � I 1 THE BOEING CO. 8 1 II i�CD�' , I (NOT A PART) - �- 1 7 1 I — I I 1 CO 8 'I �z � 1 — N +I 11 6 6 6 $14 1� I �'-------------- I I 0� `10 1 N 1 oe I, i i o I N 00 1 N I 1 El- 1 8 11 I z I� ILLJ o �I 7 I N � o Al 1 _j C/-) CD 6 II I 10 s� s I1 I 1 I 1 5 8 I 5 d- 8 1 � 1 SEE SHEET D-1.1 FOR CONTINUATION LEGEND KEY NOTES ---------- �I Iluli i i i�r�m\\r'r PROPERTY LINE LIMITS OF DISTURBANCE SAWCUT LINE PROPOSED CURB TO BE REMOVED EXISTING UTILITIES TO BE REMOVED AND/OR ABANDONED IN PLACE EXISTING CONCRETE PAVEMENT, ASPHALT PAVEMENT AND/OR CONCRETE SIDEWALK TO BE REMOVED EXISTING TREE TO BE REMOVED OREMOVE EXISTING CONCRETE PAVEMENT, ASPHALT PAVEMENT AND/OR CONCRETE SIDEWALK (TYP). OREMOVE EXISTING CONCRETE CURB (TYP). O3 REMOVE EXISTING TREES, SHRUBS, LANDSCAPING AND ROCK (TYP) OREMOVE 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 PRIOR TO REMOVAL OF EXISTING. CONTRACTOR SHALL COORDINATE WITH THE CITY OF RENTON PUBLIC WORKS INSPECTOR PRIOR TO REMOVING ANY STRUCTURES OR PIPING. F0 0 2 2 NO. OPERMANENTLY ABANDON MONITORING WELL CONSISTENT WITH THE RECOMMENDATIONS OF THE PHASE II: LIMITED SITE INVESTIGATION REPORT, PER PROFESSIONAL SERVICES INDUSTRIES, INC, DATED JUNE 11, 2018, OR AN UPDATED REPORT SUBMITTED AT A LATER DATE. OPRESERVE AND PROTECT EXISTING SANITARY SEWER, WATER, AND STORM DRAINAGE STRUCTURES AND PIPING TO REMAIN. CONTRACTOR SHALL REFER TO SHEETS C-3.0, C-4.0, AND C-5.0 FOR PROPOSED UTILITIES. OPRESERVE AND PROTECT EXISTING POWER, TELECOM, AND NATURAL GAS SERVICE. ADJUST STRUCTURES TO GRADE AS NECESSARY. SURVEYED: Z.NALL DESIGNED: RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN RECORD DRAWINGS NAVIX 06.10.22 JET DRAWN: J.GREEN RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: REVISION BY DATE APPR J.TAFLIN APPROVED: J.TAFLIN Og PRESERVE AND PROTECT EXISTING TREES TO REMAIN. Og EXISTING 24—INCH STORM DRAINAGE MAIN TO BE REROUTED. SEE SHEET C-3.3 FOR DETAILS. 10 CONTRACTOR TO FIELD VERIFY LOCATION OF STORM DRAINAGE LINE AND AREA DRAINS. ONCE LOCATED, CONTRACTOR TO REMOVE OR CAP AND ABANDON IN —PLACE. 11 CONTRACTOR TO CONFIRM IF EXISTING SANITARY SEWER IS ABANDONED AND REMOVE OR ABANDON IN —PLACE. 12 FIRE HYDRANT, BOLLARDS, AND ASSOCIATED SERVICE LINE TO BE REMOVED. CONTRACTOR TO COORDINATE WITH BOEING FIRE INSPECTOR, BOEING PLUMBERS, AND BOEING FACILITIES ENGINEERS PRIOR TO REMOVAL. SCALE: CITY OF RENTON Planning/Building/Public Works Dept. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M w L,L z C� _00 c� z o v LL- 0 -0 I� 0 0 15 30 60 SCALE: 1 inch = 30 ft. rJ 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com �I,I 6ABET v R� pF WASgI�� � j ' itally sign y nelle T flin Date: 2022.09.3 418726:29:02-0 m ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD - CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. NAVIX CERTIFICATION R=412306 GeV IN COMPLIANCE WITH CITY OF RENTON STANDARDS T" M 0 0 N 0 0 C6 a J Z 0 F_ Z LU w ARCO/M U RRAY DATE:09.26.2022 J TOPGOLF RENTON FIELDBOOK: O 780 LOGAN AVENUE NORTH PAGE DRAW : ING N0. RENTON, WA 98057 D-1.2 a0 DEMOLITION PLAN SHEET: 06 OF: 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. N LCi I N N O N N Q a> 3 LLI CD Aw- 0 U Q / 0 ry / 0 o) C Cn 0 M N W W J (n z U)0o a-) 00 Q 00 w IIIU 0 � U 110-)) 0 J Wz z w 0-) w z O Y O _ � U L1J z z O _J O Q cD Z Q W r W W W 0 N W U� z W C N Q N N J 0-w O � = cn O W J W z z 0 w0 O O U W O LL = 0 a- r� wcn U)w o O cn Q _ o > m O O w w cn n O U w w O U N U 00 O w z 0O 0 LL- o o O 0 w \ SD_ S 1 6 �,� — — — — 1 °— — —44— -- 3 N N Z � N 2 1 0 P A Rl!� A O 2 C U U C' v — LU 7 I 1 ❑ LL I ,1 1 _t=_� _ = == == = = = = 7 a 1 �� 1 LwY ' LLB � � \ 1 - O �" `� \ I 1 H Q �0 I 8 1 I D �� xW I o 1 V �Li-0 4 � N� �' 1 0 1 \ II j z 1 0 W � W 1 00 LO 11 I� w Is CIO4m I b I � I 8 �\ 9 II �, I 4 m cn LIJ I I I I I w 1� w 8 I \ 0U)l 1 U \ 1 -------------- IF 7 1 I D w II I > 3 L 8 1 I w 0 I LL U (D c y ( 1 Cf 1 I Q 8 1 I �CjU I 3 1 � c �N> z I EL Q 8 li I I � I I N >N 1 2 1 I I 0-)w N Q 1---L------NJz ' I I N 1 I�.�-----I I I 1\ � � ♦ ♦ I N w = `J U) 1 _ 1 c�na�oo`O I 7 1\ 4 1 1 3 SEE SHEET D-1.2 FOR CONTINUATION L z 0 U) O !Lj cn Q W w W O � zw m (D x 0 O C° U J� O z > J O W Q w 00 I w O m om�cn LEGEND ---------- PROPERTY LINE LIMITS OF DISTURBANCE SAWCUT LINE PROPOSED CURB TO BE REMOVED EXISTING UTILITIES TO BE REMOVED AND/OR ABANDONED IN PLACE EXISTING CONCRETE PAVEMENT, ASPHALT PAVEMENT AND/OR CONCRETE SIDEWALK TO BE REMOVED EXISTING TREE TO BE REMOVED KEY NOTES OREMOVE EXISTING CONCRETE PAVEMENT, ASPHALT PAVEMENT AND/OR CONCRETE SIDEWALK (TYP). OREMOVE EXISTING CONCRETE CURB (TYP). O3 REMOVE EXISTING TREES, SHRUBS, LANDSCAPING AND ROCK (TYP) OREMOVE 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 PRIOR TO REMOVAL OF EXISTING. CONTRACTOR SHALL COORDINATE WITH THE CITY OF RENTON PUBLIC WORKS INSPECTOR PRIOR TO REMOVING ANY STRUCTURES OR PIPING. 0 2 0 2 NO. OPERMANENTLY ABANDON MONITORING WELL CONSISTENT WITH THE RECOMMENDATIONS OF THE PHASE II: LIMITED SITE INVESTIGATION REPORT, PER PROFESSIONAL SERVICES INDUSTRIES, INC, DATED JUNE 11, 2018, OR AN UPDATED REPORT SUBMITTED AT A LATER DATE. OPRESERVE AND PROTECT EXISTING SANITARY SEWER, WATER, AND STORM DRAINAGE STRUCTURES AND PIPING TO REMAIN. CONTRACTOR SHALL REFER TO SHEETS C-3.0, C-4.0, AND C-5.0 FOR PROPOSED UTILITIES. OPRESERVE AND PROTECT EXISTING POWER, TELECOM, AND NATURAL GAS SERVICE. ADJUST STRUCTURES TO GRADE AS NECESSARY. SURVEYED: Z.NALL DESIGNED: RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN RECORD DRAWINGS NAVIX 06.10.22 JET DRAWN: J.GREEN RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: REVISION BY DATE APPR J.TAFLIN APPROVED: J.TAFLIN Q w w w ° W 1O ~ U w ° N 1 Cn U Ld w Q �o Q� 0 0 J �C i iLLJ rn 0 15 30 60 SCALE: 1 inch = 30 ft. nJ 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 I f: 425-453-8208 www.navixeng.com ��'1WA 6ABET ?� itally sign y nelle T flin Date: 2022.09.3 418726:2.9:1a-o m ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD - Milo= CONDITIONS OF THE NEW CONSTRUCTION SHOWN BASED UPON OUR Og PRESERVE AND PROTECT EXISTING TREES TO REMAIN. Og EXISTING 24—INCH STORM DRAINAGE MAIN TO BE REROUTED. SEE SHEET C 3.3 FOR DETAILS. 10 CONTRACTOR TO FIELD VERIFY LOCATION OF STORM DRAINAGE LINE AND AREA DRAINS. ONCE LOCATED, CONTRACTOR TO REMOVE OR CAP AND ABANDON IN —PLACE. 11 CONTRACTOR TO CONFIRM IF EXISTING SANITARY SEWER IS ABANDONED AND REMOVE OR ABANDON IN —PLACE. 12 FIRE HYDRANT, BOLLARDS, AND ASSOCIATED SERVICE LINE TO BE REMOVED. CONTRACTOR TO COORDINATE WITH BOEING FIRE INSPECTOR, BOEING PLUMBERS, AND BOEING FACILITIES ENGINEERS PRIOR TO REMOVAL. SCALE: VERTICAHOR ONiALL� NAD 1983/1991 CITY OF RENTON ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. SCALE ACCORDINGLY VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. NAVIX CERTIFICATION R-412307 BY IN COMPLIANCE WITH CITY OF RENTON STANDARDS O O O d� r a Z O F_ Z LU w ARCO/M U RRAY DATE:09.26.2022 J TOPGOLF RENTON FIELDBOOK: PAGE: O 780 LOGAN AVENUE NORTH DRAWING N0. RENTON, WA 98057 D-1.3 a0 DEMOLITION PLAN SHEET: 07 OF: 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. M � � ER SECTION "E 5E. W.M. C IN CASE, DN. 0.5' Q 4/17/18) �FND PUNC MARK IN 2-1/2" ISK IN \ 7 CASE, DN. 0. v v W W w yy 0 25 50 100 (4/17/18>`" 8TH S W W W w w W W—w- SS— _ Ww ss ss ss s s� ss ss O - — — — — — S — SS — — — — SS SS S SS SS T vr- - = J — — — — SCALE: 1 inch = 50 ft. _ — ----- (O Ln - O ----- — O ' N (2——— — — --- � ♦♦ _ — ' — / 16' 1 ' 29. v ' WATgR PIP Z r \ N LINE E 41 — — I O I \ I N0. 342 2 _ — — — — \ d �— —S v 27'25" N00 \lN4"E — — — �- — — — \ I — �rS - :�[} I 3- I �44.70' \ ❑ 39.5n' \ Z � _ _ LU i I i \ `\ MIXED -USE PARCELw 11b, SD CT 1 �-- J�- I ♦^ I I� � I/ I I I I I � �, I v a. 1 I� II �I O _29 I I \ I CO d� HTOM - N h-- I I I I �� ► // LOT 5A-2 I — — — — S� I 1 I — / (sss.ols S.F. f� // I I— 1 / I _ L/ _Z9_I I D O oE SHEET D=2.1// — �/I— SEE SHEET (I ■ D=2. > U) JI/ COD 1 z 1 \ 11 N—J _ _ ----- _ --- �� o N rn I I I I I I f / 7 \\ �' \ / ' N Rl I • I III r � � \ \ �' �' �` � Il�i�l �\ \ -- --� l i i i r � I I I I I� fn I �� ► \ I I r Ix �� / /` \� I I 1 I M I I I So �ITP I CIVIL 11235 s.e. 6th street I suite 150 I = N (/ I \ I 1 I I bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 / I I ) www.navixeng.com THE BOEING CO. /I \, _— I T I I 1 I (NOT A PART) I I IN I I ZAB I I S N 11 I 1 I I I I vC�, pF WASHT 4 21E I\ I 1 I I I \ ❑ w LH \ r L-22 — — — -- --- — J — I 1 I I I � N R=56 30 3C / Dale ly sign -----------------__ f I I Y '9 Tflin N A=2'16'26" W I--------------------------29------- —� I S o I o� 41872s:z�:2sz�Do' vi o� o R=597.00'- — —29- Y J �rSIONAL cll� rz N I _---- Nam_ ~- �30 Q — — — _ — — — `, 1 ENGINEERS CONSTRUCTION RECORD CERTIFICATION I — I THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR Z LiJ I I \ i VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD o MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY I CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, a C D CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT w EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q Cn NAVIX CERTIFICATION Q cll� R-412308 BY O D IN COMPLIANCE WITH CITY OF RENTON STANDARDS LV O z O 0 F_ O zU W C O C SURVEYED: SCALE: DATE: HOR ZONTAL:: NAD D1983/1991 / DESIGNED: NALL CITY O F AR M U BRAY 09.26.2022 J O ® FIELDBOOK: 2 RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN TOPGOLF RENTON PAGE: 0 DRAWN: 0R E NTO N c ® 2 RECORD DRAWINGS NAVIX 06.10.22 JET J.GREEN 780 LOGAN AVENUE NORTH DRAWING NO: Q 1 RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: ONE INCH DATUM AT FULL SCALE 0 G� J.TAFLIN RENTON IF NOT ONE INCH Planning/Building/Public Works Dept. , WA 98057 D-2.0 a / NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: O m J.TAFLIN OVERALL T.E.S.C. PLAN 08 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SEE SHEET D-2.2 FOR CONTINUATION M N r I O I W H z O H z LU w LL J O 0 O H tz 0 0 r7 LH N N O N N Q N (/) tT w O N O 0 U Q / 0 z 5 L i L(7 rx ^S PROPERTY LINE OO SEDIMENT POND RISER LIMITS OF DISTURBANCE 216.30 O TEMPORARY SUMP DRUM AND PUMP TEMPORARY INLET PROTECTION D-2.4 a CONCRETE WASHOUT AREAD.2.2.2.A 214.00 D-2.6 TEMPORARY SILT FENCE D-2.5 TEMPORARY 12" DI CULVERT TEMPORARY CONSTRUCTION ENTRANCE 215.10 D-2.5OEM= WHEEL WASH 215.00 D-2.5 ROCK CHECK DAM 217.40 2 D-2.5 X X CHAIN LINK FENCE TEMPORARY INTERCEPTOR SWALE 217.10 D-2.6 RIP RAP PAD 1 D-2.4 0 TEMPORARY SEDIMENT POND 216.00 216, 1 2 1 2 3 0 D-2.6 D-2.6 D-2.5 D-2.5 D-2.6 D-2.6 D-2.6 �a e KEY NOTES: OLIMITS OF CLEARING AND GRADING. 3 D-2.5 O2 PRINCIPAL SPILLWAY. O3 EMERGENCY OVERFLOW SPILLWAY. O4 TEMPORARY INLET PROTECTION (TYP). OTEMPORARY SILT FENCE (TYP). O6 TEMPORARY CONSTRUCTION ENTRANCE. OROCK CHECK DAM (TYP). 2 RECORD DRAWINGS NAVIX 09.29.22 JET 2 RECORD DRAWINGS NAVIX 06.10.22 JET 1 RECORD DRAWINGS NAVIX 05.17.22 JET NO. REVISION BY DATE APPR FORCE MAIN PIPING OTEMPORARY INTERCEPTOR SWALE (TYP). ORIP RAP PAD (TYP). 10 CULVERT (TYP). CONTRACTOR TO ADJUST LOCATION AS NEEDED AND PLACE STEEL PLATE IF LOCATED WITHIN ON -SITE HAUL ROUTE. 11 WHEEL WASH AREA, TO BE INSTALLED AS NEEDED. 12 TEMPORARY SEDIMENT POND. 13 CHAIN LINK FENCE AND GATE. 14 TEMPORARY SUMP PUMP. 15 CONCRETE WASHOUT AREA. CONTRACTOR TO ADJUST LOCATION AS NEEDED. SURVEYED: SCALE: Z.NALL VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: J.GREEN DRAWN: J.GREEN ONE INCH DATUM CHECKED: AT FULL SCALE J.TAFLIN IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY J.TAFLIN 16 SECURED HAZARDOUS MATERIAL AND SPILL CONTROL AND CONTAINMENT KIT AREA. FINAL LOCATION OF DESIGNATED HAZARDOUS MATERIAL STORAGE AND SPILL CONTROL KIT AREAS TO BE DETERMINED BY CONTRACTOR. CITY OF 1"R) RENTON Planning/Building/Public Works Dept. 0 15 30 60 SCALE: 1 inch = 30 ft. rJ 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com ��'16ABET v R� pF WASgI�� � itally sign y nelle T flin Date: 2022.09.3 fin\ A 418726:2�8:36-0' m ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. NAVIX CERTIFICATION R-412309 GeV IN COMPLIANCE WITH CITY OF RENTON STANDARDS N O N O O O 1 d� r z O F_ z LU w ARCO/M U RRAY DATE:09.26.2022 J TOPGOLF RENTON O FIELDBOOK: 780 LOGAN AVENUE NORTH PAGE: DRAWING RENTON WA 98057 ' D-2.1 T.E.S.C. PLAN O � SHEET: 09 OF: 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. tz 0 LH N N O N N Q N (/) tT w 0 N O 0 U Q / 0 M m7 `IIIIIIm/ N r / U) I LU I N la I C M hl S- F5 SEE SHEET D-2.3 FOR CONTINUATION w � o I CB #SDMH #3 48-INCH (B) a Q F__ o N: 183472.39 � w 00 o i E. 1301617.24 10 ELEV=27.1 I I RIM: 30 0(1E7� Oo'cn o 18" IE: 24.69 18" IE- 24.69 (SW)I ) 8 \\ � . - _1 ELEV=27.3 _ ELEV= 7.3 I � < - S S �\ J �� I _ s -- \SD- �---------------------6Z------- I CB #SDMH #2 48-INCH (B) I CB N: 183454.49 I N. 1 E:1301574.09 E:1 RIM: 30.24 I I� RW 18" IE: 24.82 (NE) 18' 18" IE: 24.82 (S) �_----- 44 LF 18" PVC TH ELEV=28.2 0 CO \ �\ - - - - ELEV=28.8 ELEV=28.1 LO \ 1 1 I I I 1 I I 7 I \ I I I I I V I I 1 � SEE SHEET D-2.1 FOR CONTINUATION KEY NOTES: 1 - - PROPERTY LINE U SEDIMENT POND RISER - - - - - LIMITS OF DISTURBANCE 216.30 O TEMPORARY SUMP DRUM AND PUMP TEMPORARY INLET PROTECTION D-2.4 a CONCRETE WASHOUT AREAD.2.2.2.A 214.00 D-2.6 TEMPORARY SILT FENCE D-2.5 TEMPORARY 12" DI CULVERT TEMPORARY CONSTRUCTION ENTRANCE 215.10 D-2.5OEM= WHEEL WASH 215.00 D-2.5 ® ROCK CHECK DAM p172 5 X X CHAIN LINK FENCE 2 D-2.4 217 10 TEMPORARY INTERCEPTOR SWALE RIP RAP PAD 1 D-2.4 0 2 TEMPORARY SEDIMENT POND 216.00 216.10 1 2 1 2 3 0 ® 2 D-2.6 D-2.6 D-2.5 D-2.5 D-2.6 D-2.6 D-2.6 �a 1 e NO. OLIMITS OF CLEARING AND GRADING. O TEMPORARY INTERCEPTOR SWALE (TYP). 3 O9 RIP RAP PAD (TYP). D-2.5 O2 PRINCIPAL SPILLWAY. 10 CULVERT (TYP). CONTRACTOR TO ADJUST O3 EMERGENCY OVERFLOW SPILLWAY. LOCATION AS NEEDED AND PLACE STEEL PLATE IF LOCATED WITHIN ON -SITE HAUL ROUTE. 11 WHEEL WASH AREA, TO BE INSTALLED O4 TEMPORARY INLET PROTECTION (TYP). AS NEEDED. 12 O TEMPORARY SILT FENCE (TYP). TEMPORARY SEDIMENT POND. 13 CHAIN LINK FENCE AND GATE. O6 TEMPORARY CONSTRUCTION ENTRANCE. 14 TEMPORARY SUMP PUMP. OROCK CHECK DAM (TYP). 15 CONCRETE WASHOUT AREA. CONTRACTOR TO ADJUST LOCATION AS NEEDED. SURVEYED: SCALE: Z.NALL VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN RECORD DRAWINGS NAVIX 06.10.22 JET DRAWN: J.GREEN ONE INCH DATUM RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: AT FULL SCALE J.TAFLIN IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY J.TAFLIN 16 SECURED HAZARDOUS MATERIAL AND SPILL CONTROL AND CONTAINMENT KIT AREA. FINAL LOCATION OF DESIGNATED HAZARDOUS MATERIAL STORAGE AND SPILL CONTROL KIT AREAS TO BE DETERMINED BY CONTRACTOR. CITY OF 1"R) RENTON Planning/Building/Public Works Dept. 0 15 30 60 SCALE: 1 inch = 30 ft. rJ 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com �LIZABWAsh ET ?� itally sign y nelle T flin Date: 9 UUUU 2022.09.3 0 418726:29:46-0 m ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD - CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. NAVIX CERTIFICATION R-41231 0 GeV IN COMPLIANCE WITH CITY OF RENTON STANDARDS N O N O O d� r Z O F_ Z LU w ARCO/M U RRAY DATE:09.26.2022 ILL TOPGOLF RENTON J O FIELDBOOK: 780 LOGAN AVENUE NORTH PAGE: DRAWINGD-2.2 RENTON WA 98057 ' T.E.S.C. PLAN O SHEET: 10 OF: 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. M N I O I W I- Z O F_ Z LU w LL ♦O V O F_ tz 0 r7 LH N N O N N Q a� (/) tT w 0 N O 0 U Q / 0 00 ,_ CB #SDMH #7 60-INCH (B) N: 183760.87 E: 1302020.13 RIM: 30.17 24" IE: 22.55 (W) SS S 1n 304 LF 24" PVC v / M s WEN IBM-S!%!i y-Im egg max �� 3 2 1 ELEV=25.3 ELEV=25.8 71 (n I 1 EAST SED. POND D4-/( I I 11 I I CUD) I ELEV=25.3 I I I I ELEV= 1--J `� 15 I ° 35 LF TEMPORARY 28.2 FORCE MAIN PIPING 9 12 �� I I I I 14 Z I I I °ICI 8 0 \\ CB #SDMH #6 48-INCH (B) 1 N I N:183763.68 II 1 E:1301716.20 5 RIM: 28.46 U) I 24" IE: 23.49 (E) I 1 24" IE: 23.49 (S) I I I / Cnil N1 � I n CB #SDMH #4 48-INCH (B) 1 I I I CB #SDMH #5 48-INCH (B) N:183472.39 1 I N: 183716.87 E.1301716.20 1 I I I E:1301716.20 RIM: 30.62 RIM: 28.67 24;; IE: 24.37 (N) 1 U) 11 I 12" IE: 24.63 (W) / 18 IE: 24.37 (S) 1 I I I 24" IE: 23.63 (N) I 18" IE: 24.37 (W) =1 \ 24" IE: 23.63 (S) I 1 Lo I 244 LF 24" PVC I ago _ ♦ I woo�ftsi moo 47 LF 4j' PVC I i n 8 ELEV=25.7 I I ELEV= 1 I I 26.9 i 99 LF 18" PVC SEE SHEET D-2.2 FOR CONTINUATION KEY NOTES: - - PROPERTY LINE OO SEDIMENT POND RISER 216.10 D-2.6 LIMITS OF DISTURBANCE O TEMPORARY SUMP DRUM AND PUMP 3 TEMPORARY INLET PROTECTION 216.30 D-2.5 a CONCRETE WASHOUT AREAD.2.2.2.A 214.00 D-2.6 TEMPORARY SILT FENCE D-2.5 TEMPORARY 12" DI CULVERT TEMPORARY CONSTRUCTION ENTRANCE 215.10 D-2.5OEM= WHEEL WASH 215.00 D-2.5 ® ROCK CHECK DAM p172 5 X X CHAIN LINK FENCE 2 D-2.4 217 10 - - TEMPORARY INTERCEPTOR SWALE RIP RAP PAD 1 D-2.4 0 2 TEMPORARY SEDIMENT POND 216.00 216, 1 2 1 2 3 0 ® 2 D-2.6 D-2.6 D-2.5 D-2.5 D-2.6 D-2.6 D-2.6 �a 1 e NO. OLIMITS OF CLEARING AND GRADING. O TEMPORARY INTERCEPTOR SWALE (TYP). O RIP RAP PAD (TYP). O PRINCIPAL SPILLWAY. 10 CULVERT (TYP). CONTRACTOR TO ADJUST O3 EMERGENCY OVERFLOW SPILLWAY. LOCATION AS NEEDED AND PLACE STEEL PLATE IF LOCATED WITHIN ON -SITE HAUL ROUTE. 11 WHEEL WASH AREA, TO BE INSTALLED O4 TEMPORARY INLET PROTECTION (TYP). AS NEEDED. 12 TEMPORARY SEDIMENT POND. O TEMPORARY SILT FENCE (TYP). 13 CHAIN LINK FENCE AND GATE. O6 TEMPORARY CONSTRUCTION ENTRANCE. 14 TEMPORARY SUMP PUMP. OROCK CHECK DAM (TYP). 15 CONCRETE WASHOUT AREA. CONTRACTOR TO ADJUST LOCATION AS NEEDED. SURVEYED: SCALE: Z.NALL VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN RECORD DRAWINGS NAVIX 06.10.22 JET DRAWN: J.GREEN ONE INCH DATUM RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: AT FULL SCALE J.TAFLIN IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY J.TAFLIN I� I� ILL b �I l II I �I ° n 16 SECURED HAZARDOUS MATERIAL AND SPILL CONTROL AND CONTAINMENT KIT AREA. FINAL LOCATION OF DESIGNATED HAZARDOUS MATERIAL STORAGE AND SPILL CONTROL KIT AREAS TO BE DETERMINED BY CONTRACTOR. CITY OF 1"R) RENTON Planning/Building/Public Works Dept. FE 0 15 30 60 SCALE: 1 inch = 30 ft. O 0 1 C6 a TOM J nJ 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com �LI6ABET OF W@SI�I�� - itally sign y nelle T flin Date: 2022.09.3 ,off 4187262.9:57- 0' IONAL ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD - CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. NAVIX CERTIFICATION R=41231 1 BY IN COMPLIANCE WITH CITY OF RENTON STANDARDS Z O F_ Z LU w ARCO/M U RRAY DATE:09.26.2022 UL TOPGOLF RENTON J O FIELDBOOK: 780 LOGAN AVENUE NORTH PAGE: DRAWING RENTON WA 98057 ' D-2.3 a T.E.S.C. PLAN O INN. SHEET: 11 OF: 82 DocuSign Envelope Id: 6EECFSB6-602A4E4A-B436-A317AA638878 DDcuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. M N Tm I 0 I W I— z O I— z W U. J O 0 li O I— Q O LH I N N O N cc N Q Q) Gn w O N O w In c 0 N O CD n 0 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTE& THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SMALL BE INCORPORATED IN THE ER0610N AHD SEDIMENT CONTROL (ESC) PLAN SET. ALL TIME NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HILRr-8V REFERRED TO AS APPLICANT, MAY STRIKE OUT 1kRFLEvAW NOTES W NOT APPLICABLE TO THE PROJECT_ HOWEVER, T14E APPLICANT SHALL NOT RENUMBER NOR EDIT TmIt REMAINING NOTES_ 1F ADDIT]ONAL NQTI S ARE NEEEED FOR SPECFFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE•CO14STRUCTION MEETING SHALL 8E HELO AMONG THE CITY OF RENTON. HEREBY REPERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2 THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WA,SHINGTON STATE DEPARTMENT OF ECOLOGY [ECOLOGY] CONSTRUCTION STORMWATER GENERAL PERMIT, IF LT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVLDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTfDN STORMWATER GENERAL PERMIT 3 THE E$,G PLAN SET SHALL INCLUDE AN ESC CON$TRUCTION $EQIJFF GF {IETAIUNO THE QRDFREA STEPS THAT $HALL BE FQlUOWE=Q FROM 091"STRUCTIQN COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS 4 THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS. AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PR€SORIBED ON THE PLANTS} SHALL BE CLEARLY DELINEATED BY FENCING AN5 PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDN 6 OF TRF CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWOM) PRIOR TO THE START OP CONSTRuCTION, OuT IiNG THE CONSTRUCTION PERIOD, NO W81ruRBAmCE HEYDNU THE CLEARING UMFTS SHALL BE PERMITTED_ THE CLEARING LIMIT'S SHALL BE MAINTAINED HY THE APPLICAWHt SG SUPERVISOR FOR THI= DURA71DN OF CONSTRUCTION 5. STABILIZED CONSTRUCTION ENTRANCE& SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES. SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED CFFSRE, PUBLIC ROADS SHALL HE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREOUP NTLY DURING NET WEATHER AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERPORMEI] OFF-SETE C1R IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DD NOT WASH OUT CONCRETE TRUCK$ QNTQ THE GRQUN1D, OR TO STORM DRAIN$ OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALT ONE Y QCCUR IN DESIGNATED CONCRETE WASHOUT AREAS 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING ANDIOR 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 ANDA)R CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRI,fCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSfDN DOES NOT EXIST_ THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, FNHANCEMENT, AND REMOVAL OF ESC BMPS SHALL 13E THE RESPONSIBILITY OF THE APPLICANT 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTFN TIAL TO POLLUTE RUNOFF SHALL 13E ❑iSPOSED OF PROPERLY. 9 THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED 81TE CONDITIONS. AS CONSTRUCTION PROORESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE. THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL IBE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE DURING THE COURSE OF CONSTRUCTION. IT SHALL BE THE OBLIGATION AND RESPONSIBILITY Of T1iE APPLICANT TO ADDRESS ANY NEW CONINT10NS THAT MAYBE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ASOVE MINIMUM REOIJIREMENTS, AS MAY 13E WEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOE$ NOT CONSTITLFTE AN APPROVAL OF STORM ORAI NAMiE DESIGN, SIZE NOR LOCt4TION OF PIPES, RESTRICTOR$. CHANNEL$, OR STORIAWATER FACILITIES. 1 I. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REviEW AND APPROVAL 12. ANY AREAS OF EXPOSED SOILS, INCLUDONG ROADWAY EMBANKMENTS, THAT WILL NOT SE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (6lAY 1ST THROUGH SEPTEMEER 341TF1) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G.. SEEDING, MULCHI MG. PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON S44DM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTLDN SITES BETWEEN OCTOBER 1ST AND APRIL 30TIi, UNLI=SS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION. SHALL BE ADDRESSED WITHIN: SEVEN j7'} DAYS. 15. THE ESC LIMPS ON INACTIVE SITES SHALL BE IN$PECTEEI AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HwRS FOLLOWING A STORM F-VENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANOA}RD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN BCD 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 FUNCTIONING CONDITION. 17 AT NQ TIME SHALL SEQEMENIT ACCUMULATION EXC D V3 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 FLU544 SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM 18. ANY PERMANENT STORMWATER FACILITY LOCA71ON USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND Si-G4 PROVIDE ADECUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE. THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CCNTALNIN4 EXISTING S70RMWATER FACILITIES OR ON -SITE BMPS (AMI=1NOE7 SOILS, BIQRETFNTI ON. PERMEABLE PAVEMENT_ €TQ,) $!-[AEA CF C44;ARI Y FENQ€P ANP PRAT€QT€p U$INq E$(; pMP$ TQ AVQip SgprMVNTA71QN ANp CQMPA(;TIQN p4RING QI]N$TRV(QT!Q" 20. PRIOR TO THE BEGINNING OF THE WET SEASON IOCTDSER IST). ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. LASTUR8Ef3 AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON AN EXH181T OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT 81TE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC 9PAR5 SHALL BE REMOVEII, AND 5TORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -Wtr= BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING OOI:PFITC'N. ALL. QI$TIJi�133;11 AREAS OF THE PROJECT SITE SHALL BE VEGETATED MR OTHERWISE PERMANENETLY $TAEELIZFQ AT A MINIMUM, DISTURBED AREAS SHALL BE SCUDEP OR SEEOEA AND MULCHED TO ENSURE THAT $UFFJCIENT COVER W1LL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULO WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANOBCAPEQ BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE 00NSTRUCTED IN ACCORDANCE WITH CITY STAN1DAiiDS. ROCKERIES OUTSIDE OF ROAD MGilTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL RU1LMNG CODE UNLE5S OTHERWISE NOTT D, DRAWING 15 NOT 10 SCALE (NT51 STD. PLAN - 268.00 PUBLICWORKS EROSION AND SEDIMENT CONTROL QPII 0 URI DEPARTMENT GAZ 9/2s/�o�8 STANDARD PLAN NOTES rank wea am.nwawi DAT E 4' MIN., 1' UNLESS OTHERWISE NOTED ON PLANS 7' MIN, UNLESS OTHERWISE NOTED ON PLANS END OF INTERCEPTOR SWALE —j *NOTE: SEE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL FOR REQUIRED GRADATION OF ROCK PROTECTION AT OUTFALLS, TABLE 4.2.2.A 2 FEET THICK RIP RAP PAD* TEMPORARY RIP RAP PAD :45 Ah SEDIMENT AND DEBRIS DRAINAGE GRATE (REC TANG J AR GRATE SHOWN } BELOW I7dI-F:7 GRATE QEVICE SECTION VIEW ISOMETRIC VIEW OVERFLOW BYPASS 11FLOW INLET GRATE DEVICE RETRIEVAL SYSTEM CrYP. ) OVERFLOW BYPASS (TYP.) NOTES: I. PROTECTION SHALL F];� PROVIDFD FOR ALL STORM ORAIH INLETS ❑OWNSLOPF AND VVITHFN) 5QU FEET OF A DISTURBED OR CONSTRUCTION AREA. UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A S.EQfMENT POOP OR TRAP. 2, INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3, THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE_ 5. THE 13100 SHALL HAVE A H11ILT-IN HIGH -FLOW RELIEF SYSTEM IOVERFLOW BYPASS]_ S. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE GIGO LYITHOUT SPILLING THE COLLECTED MATERALL 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STAN13ARD SPECIFICATIUN 9-0I-%15) 9, 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, uNLE55 ali"OVvi$c NQtca PRAwrNG IS NUT Ta SCALE tNTP STD, PLAN-116.30 URIPUBLIC WORKS APP71 Ea DEPARTIM ENT CATCH BASIN INSERT GAZ 9l28l2018 I i'ou::wakx sJn, n�awi�r DATI U Fy m Q L L- Y z J z Q u 10' MAX. _1 8MIN. 8' MIN. NOTE: 8'-0" TALL FENCE UNLESS OTHERWISE NOTED. CHAIN LINK FENCE N.T.S. I % N.T.S. :45 At BLOCKS (TYP.) 2 RECORD DRAWINGS NAVIX 09.29.22 JET 0 ® 2 RECORD DRAWINGS NAVIX 06.10.22 JET �Q 1 RECORD DRAWINGS NAVIX 05.17.22 JET e NO. REVISION BY DATE APPR R-412312 �ITP: 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 6ABET v R� pF WASgI�� � itaiiy sign y nelle T flin Date: 2022.09.3 418726:39:1a-�zlQo' ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. NAVIX CERTIFICATION BY IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: Z NALL SCALE. VERTICAL: NAVD 1988 ARCO/M U BRAY HORIZONTAL: NAD 1983/1991 CITY O F DESIGNED: %J.GREEN '- � RENTON TOPGOLF RENTON DRAWN: 780 LOGAN AVENUE NORTH J.GREEN ONE INCH DATUM CHECKED: AT FULL SCALE RENTON WA 98057 J.TAFLIN IF NOT ONE INCH Planning/Building/Public Works Dept. APPROVED: SCALE ACCORDINGLY J.TAFLIN T.E.S.C. NOTES & DETAILS DATE: 09.26.2022 FIELDBOOK: PAGE: D-2.4 SHEET: OF: 12 82 r 'M'AA Q 1 O N 1 L J N 40 N Q Q O 1 N() Tom Y� z z O H z NW Ii UL rJ tO V IL O SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. Occu5ign Envelope ID- 6EECFSB6-602A-4E4A-B438-A317AA63B878 DocuSign Envelope 10: 6EECF5B6 B02AAE4A-B436-A317AA638878 OccuSign Envelope 10: 6EECFSB6-6024-4E4A-B436-A317AA638878 M N I O I W I- Z O I- Z W w LL J rO V IL O I - tz C-) 0 LH N N O N N Q a� L� 0 N O SECTION A 2'�" RbCfi 2 1� 2 �1 L L = THE DISTANCE SUCH TI-AT POINTS B Ia. MIN. A AND RARE OF EQUAL ELEVATION BOTTOM OF DITCH NOTES: 1. CONDITIGNS CF USE 1.1 WHERE THERE IS CONCENTRATED RUNOF= ; FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR TRAPS- 12 TO CONVEY RUNOFF INTERCEPTED FROM UF40157URBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POJNT. 2. MATNTEHANC:E STAKK)ARM 2.1. ANY SEDIMENT DEPOSITION Or MORE THAN 9 INCHES SHALL BE REMOVED SC THAT THE CHARNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPAGIT'Y 22 THE CHECK{ DAM SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURREF' AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET OR NET. JWLE55 OtH[ RVLIISE 14010, DRAWING IS Hot TO SCALE [NTSI sfia. PLAN - 217.4G0 URI DEPARTMENTPUBLICWORKS DITCH CHECK DAMS PPR nGAZ 9/28/2018 1 NUIV P.Ida wo:As Mmniuiaio nAT F' IF 2`x2' 14 GALGI= WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC M11v. --I�------------I�-- £ MAX-ACINQ YI 12-MIN �70 $' PF WIRE BAMINNG IS USED I 4'x4' MIN. TRENCH ul BACKF ILL TRENCH %KITH NATiV€ SOIL �I OR 3W TO 1.112" WASHED GRAVEL 2'x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.i NO*E$: 1- CONDITIONSCFUSE 1.1 . SILT FENCE MAY RE USr-D DC+WNSLOPr-- OF ALL 1315TIJkgED 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 SPECIFICATKDNS 2.1. THE GEOTEXTILE USED mi-IST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURERS FABRIC SPECIFICATIONS MUST 8P AVAILABLE ON SITE - ADS (ASTM D47511 Xp-tM SIEVE SIZE (0.15D-G.I5mm) FOR SILT FILM 50.100 SIEVE SITE (0 30-U 15mm) FOR OTHER FABRICS WATER PERMITTIVUY {ASTM 04491) C.D2 SEC71 NIINFMUM GRAB TENSILE STRENGTH (ASTM 04532) 180 LBS. MIN. FOR EXTRA STRENGTH PA6121C 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC C,: tAB TENSILE ELONGATION (ASTM 04022) 3D6 MAX. (WOVEN) ULTRAVIOLET RESISTANCE W7M D4355) 70%MIN. 2.2 STANDARD STRENGTi-1 FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTHI OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMA04CF WA+ZRANT$ A STROIJGER FENCE. 2,3- WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT HE STEEPER THAN 2H:1V 2.4- IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4'XO TRENCm MAY 6E REDUCED AS LONG AS THE BOTTOM 9INCHES OF THE SILT PENCE FABRIC 18 WELL BURIED ANC, SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5, FILTER FABRIC FENCES SIRALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3- IITA INTENANCEE STANDARDS 3.1- ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY 3.2, IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3,3. T IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNEUVATION OF FLOWS PARALLEL TO THE FEt4CE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED UDIMENT. 3.4- BE.DIMENT MUST BE f3EMQVEU WHEN SEDIMENT IS 6INCHES HIGH. 3.5, IF THE FILTER FABRIC [GEOTE.XTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDDWN. hT SHALL BE REPLACED. :45 AN INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS �xSS�SNO R4� 4"-V QUARRY SPALLS � GEOTEXTILE CONSTRUCTION ENTRANCE NOTES: 1 DRIVEWAYS SMALL BE PAVED TO THE EDGE OF THE RIGHT-05-WAY PRJOR 70 1NS7ALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED Ttb1T THE ENTRANCE BE CROWNED SO THAT RUNOFF N#NINS OPF THE PAL} IF MIN. PROVIDE FULL WIDTH OF INGRESSlEGRE= AREA 12' MIN THICKNESS `[ NOTES: 1. COWDI TIDN OF i, S 1-1- CONSTRUCTION ENTRANCE SHALL B� STABIOZEU WHEReVER TRAFFIC WILL BE LEAVING A CONSTRUCT10J451TE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1.00D FEET OF THE SITE LL FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FCR EACH RESIDENCE IN AIDDITION TO Ti IE MAIN SUBDIVISION ENTRANCE STABILIZED SURFACES SHALL BE OF SUFFICIENT L£NGTAWIDTH TO PROVIDE VEHICLE ACCESSIPARNING, BASED ON LOT SIZEICONFIGURATION. 2. DESIGN AND IN57ALLATIDN SPECIFICATIONS 2.1- A SEPARATION C, FOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM P JMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHAI 4 MEET THE FLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D46M) 200 LBS. MIN, GRAB TENSILE ELONGATION ASTM D46321 M% MAX. (WOVEN) CSR PUNCTURE STRENGTH (ASTM D6241) 4B5 LSS MIN 14oS (ASTM 04751 ) 26445 (U.S. STANDARD SIEVE SIZE) 22. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE DH LEVELS IN STORMWATER AND CONCRETE DISCWSRGF TO SURFACE WATERS OF THE STATE IS PRCHAFTED. 2.1 HOG FUEL (WOOD BASE17 MULCH) MAY 8E SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILD- NOT 8E LsED FOR PERMANENT ROADS. HIM FUEL IS MOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO #PAVEMENT. 2.4. 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 SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAPKF ENANCE- 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL 19E ADDED IF THE PAD 15 &0 LONGER IN ACCORDANCE WITH THE SPEUPRuATFONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT. THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED, THIS MAY INCLUDE STREET SWEEPING. AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR 7HE INSTALLATION OF A WHEEL WASH. IF WASHING IS 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 SWEEPING THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STA611-12ED ON SITE THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET- EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE M A THREAT TO PUBLIC SAPETY. 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 CDNTROLLE0 ANO U1scHARaM APPPOPRIATCLY. WASH WATER MUST J3E PUMPED SACK ONTO THE SiTL AND CANNOT DISCHARGE TO SYSTEMS 7RIBUTARY To SURFACE SKATERS. 1C ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAP AND END UPON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 35. IF VEHICLES ARE ENTERING OR EXITING THE. SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(8), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. 4jwLE35 ❑lmEF VVISi Ncilca, QRAW[NG 15 NI7F Tc 5CAU [k7s1 STD. PLAN - 21S.10 PUBLIC WORKS PROVTm ZIP I DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 912812018 I F.- W.-I. 3dn, - DATF 23.1 RISER PIPE (PRINCIPAL SPILLWAY) OPEN AT TOP WITH TRASH RACK DEWATERING DEVICE (SEE RISER DETAIL) \\ 23.1 i 3.5' \\ Z SETTLING \ DEPTH � \f 6' MIN. WIDTH LINED WITH 1 FOOT THICK OF 8" QUARRY SPALLS CREST OF EMERGENCY SPILLWAY 5' ABOVE BOTTOM OF POND 1 23.1 :45 Al 6' SEWER PIPE WITH RUMFt rLY VALvlts aNT SUMP SMITH Y OF CATCH 70ACCOMMODATE CLEANING BY TRACJ(HOE c 3" TRASH PUMP WITH FLOATS ON SUCTION HOSE 2" SCH 4D - 1 1f2" BCH 4fl FOR SPRAYERS yI RI MI DP41N7 SPRAY o a I NQ,ZZL;ES. IF NEEDED 2"6� E 5� a� 2 I SH IV I 2% SLOPE II 15' ATB APRON 70 = PROTECT GROUND FROM r SPLASHING WATER ATB CONSTRUCTION ENTRANCE BALL VALVE iTYP.L ASPHALT CURB ON THE LOW ROAD SIIDE TO DIRECT WATER BACK{ TO POND PLAN VIEEW 6' SLEEVE UNDER ROAD I CURB 6' ATB OVER CRUSHED BASE MATERIAL OR N)' ATB OVER A GOOD SUBGRADE 6" SLEEVE ELEVATION VIEW I-CCA7E INVERT OF TOP PIPE 12' TO 14' ABOVE BOTTOM OF WHEEL WASH 18' - LEVEL, Gk8' SUMP TO ACCOMMODATE WATER CLEANING BY7RACKHOE -1 S2"TO14'DEEP DRAIN PIPE WITH RUTTERFLY VALVE SECTION A NOTES: 1, CQMWrK) lS OF USE 1.1. WHEN A 6TABILI2ED CONSTRUCTION ENTRAJNCE IS NOT PREVENTING SECIMENT FROM BEING TRACKED ONTO PAVENEW, WHEEL WASHING IS GENET2A-LY AN EFFECTIV £ROSfON AND SEDIMENT CONTROL METHOD AND BMP WmEN INSTALLED WITH CAREFUL ATTENTION TO TOPOGRAPHY, 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. USE A LOW CLEARANCE TRUCK{ TC TEST THE WHEEL WASH BEFORE PAVING. EITHER A IDELLY DUMP OR LOWBOY YUILL WORK WELL TO TEST CLEARANCE. 22. MIDPOINT SPRAY NCIZZLES ARE ONLY NEEDED IN VERY MUDDY COND1TiONS. 2.3. POLYACRYLAMIDE (PAM) ADDLED TO WHEEL WASHWATER AT A RATE OF D.254-5 POUNDS PER t,000 GALLONS OF SKATER 1NCREASE3 EFFECTIVENESS AND REDUCES CLEANUP TIME IF PAM IS ALREADY BEING USED FOR OUST OR EROSION CONTROL ,ANO IS $SING APPLIED BY A WATER TRUCK, THE SAME TRUCI< MAY BE USED TO CHANGE THE WASHWATER. 9- MAJI NTENANCE STANDARDS 3.1. THE WHEEL WASH 5++0UL0 START OUT EACH DAY WITH CLEAN, FRESHWATER 3.2. 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 WELL NEED TO 13E CHANGED MORE OFTEN. 3-3. WHEEL WASH OR TIRE BATH wAsHWA7ER SHALL BE DLSCHARGED TQ A SEPARATE ONSME TREATMENT SYSTEM, 8UCH A8 A CLOSED -LOOP RECJRCULATION SYSTEM OR LAND APPLICATION, OR TO THE SANITARY SEWER SYSTEM WITH PROPER APPROVAL ANOfOR PERMITS FROM KING COUNTY AND THE CITY OF RENTON. UNLE55 01HLRWI5E NuTtl7, F]RAWMG iS Not TO $4-ALE [NT5! STD. PLAN - 215.00 to)PUBLIC WORKS WHEEL WASH AND PAVED APR .. in DEPARTMENT CONSTRUCTION ENTRANCE G►BILZ 9/28/2018 1 Nup P." w.:Lx 4A.-- nAT F EMBANKMENT COMPACTED 95%. PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL NOT BE USED. 12" MIN. 24.1 HAND PLACED RIPRAP FOR OUTLET "y PROTECTION 19.6 1. Al -SEDIMENT \� ,STORAGE 18.1 CONCRETE BASE (SEE RISER DETAIL, THIS SHEET) DEWATERING ORIFICE DISCHARGE TO CONVEYANCE STAFF GAUGE W/ PROMINENT 2.5' - 3' HIGH WIRE -BACKED SYSTEM MARK 1 FOOT ABOVE THE SILT FENCE, STAKED HAYBALES BOTTOM OF THE POND WRAPPED WITH FILTER FABRIC, OR EQUIVALENT DIVIDER, KEYED INTO SIDE SLOPES WEST SEDIMENT POND SECTION N TS O 2 RECORD DRAWINGS UNLESS t KIIWL5E NOTED, pRASWNG IS N13T TO SCALE [NTSI SM. PLAN -214.00 0 ® 2 RECORD DRAWINGS PUBLIC WORKS PFt Q p 1 RECORD DRAWINGS DEPARTMENT SILT FENCE GAZ 912812018 1 :45 AP +►� - wM1�,,a n¢,II NO. REVISION SURVEYED: Z.NALL DESIGNED: J.GREEN NAVIX 09.29.22 JET NAVIX 06.10.22 JET DRAWN: J.GREEN NAVIX 05.17.22 JET CHECKED: J.TAFLIN BY DATE APPR APPROVED: J.TAFLIN MATCH EXISTING RUNOFF WITH SEDIMENT 0 ° ° 1' MIN �\ o0o Q \/ 0 0 o U / 0 0 0 o ° o \ / 0 0 0 °°° `r o 0 0 0 0 0 0 0 o O WATER LEVEL 0 ° 0 0 0 0 �C 0 0 o Y O O ooQ 12" MIN ° ° ° z UP y o ° o 12" PERFORATED PIPE TOP OF DRUM SHALL BE 6" MIN ABOVE GRADE - PROVIDE SOLID COVER 'r TRASH RACK PROVIDE N ADEQUATE 10" RISER V STRAPPING POLYETHYLENE CAP CORRUGATED METAL 3.5" MINIMUM DIAMETER RISER PERFORATED z WATERTIGHT POLYETHYLENE COUPLING DRAINAGE TUBE. TUBIN in SHALL COMPLY WITH TACK WELD ASTM F667 AND ORIFICE DIAMETER AASHTO M294 = 3.00" WSE 19.6 1.5' MIN. / 12" OUTLET PIPE C SEDIMENT \\ \ SCTORAGE \ \ /x TOM DEWATERING ORIFICES J MAINTENANCE STANDARDS: SCH 40 STEEL STUB 1. SEDIMENT SHALL BE REMOVED FROM THE VAULT WHEN IT REACHES 1IN DEPTH. WEST SEDIMENT POND RISER DETAIL :45 AN CONTRACTOR TO SIZE TEMPORARY PUMP TO CONVEY TESC FLOWS. SEE NOTE 1. �1 2 PROVIDE 12" MIN CLEAN GRAVEL AROUND PERIMETER OF DRUM WRAP WITH FILTER FABRIC 55 GALLON DRUM W/ 2-IN DIA WEEP HOLES WIRE TIES N TS N 40 N 40 40 S�j O 1 4"IX �ITP: 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 ��'1WA 6ABET ?� itally sign y nelle T flin Date: 2022.09.1 41872s:aa:2a-�7�D0� X SUMP PUMP AND MOTOR ENGINEERS CONSTRUCTION RECORD CERTIFICATION NOTE: CONCRETE BLOCKS THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR 1. CONTRACTOR SHALL ENSURE DISCHARGE WATER FROM THE TEMPORARY SUMP DRUM AND PUMP ON VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD THE TESC PLAN PASSES WATER QUALITY REQUIREMENTS PER CITY OF RENTON AND DEPARTMENT OF MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT ECOLOGY STANDARDS. CONTRACTOR SHALL ADD PROVISIONS AS NECESSARY TO MEET CITY AND REPRESENT DETAILED FIELD SURVEY. THE ENGINEER HEREBY STATE STANDARDS DURING CONSTRUCTION. CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT TEMPORARY SUMP DRUM AND PUMP EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. N TS NAVIX CERTIFICATION R=412313 BY IN COMPLIANCE WITH CITY OF RENTON STANDARDS z O I- Z Lu Ids SCALE. DATE. VERTICAL: NAVD 1988 83/1 • ARCO/M U RRAY 09.26.2022 LL J HORIZONTAL: NAD 193/1991 CITY O F Vil TOPGOLF RENTON FIELDBOOK: RENTON 780 LOGAN AVENUE NORTH PAGEI ONE INCH DRAWING N0: • DATU M AT FULL SCALE RENTON WA 98057 D-2.5 IL NOT ONE INCH Planning/Building/Public Works Dept. , O SCALE ACCORDINGLY T.E.S.C. DETAILS SHEET: 13 OR 82 DocuSign Envelope I❑: 6EECFEB6-602A-4E4A-B436-A317AA638878 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. DacuSign Envelope 10: 6EECF5B6-602A-4E4A-6436-A317AA63B878 M N TOM O I W Z O Z W LL J �O V a. O I- CD LH N N CD N N Q N W O N CD S✓ ry / s✓ O to C_ Cn 0 MAX LEVEL BOTTOM MAX 12- kl �cli" •sue tie��.` �2'MPN.� SWALE SPACING DEPENDSON SLOPE GRADIENT NOTES: 1, CO'NUITIONS OF USE 1.1. REQUIRED AT_ 1.1.1 . THE TOP OF ALL SLOPES INEXCESS OF 3H:IV AND WITH MORE THAN 29 F'EEI OF VERTICAL RELIEF. 1,1.2 AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFPED BELOW. AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 20H'1 V (OR LESS) 3-5`K 3110 FEET [t9 TO 20)H:1V 5-10% 2DO FEET (4 TO tU)H:1V 1&25% 100 FEET (2 TO4)H: IV 2S5pg; S0 FEET 2. DESGN AND INSTALLATION SPECIFICATIONS 2.1, FOR SLOPES STEEPER THAN 21HAV WITH MORE THAN ID FEET OF VERTICAL RELIEF, BENCHES MAYBE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALF5 AAAY BE USED. THE DESIRED MEASURE MUST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2-2 CONSTRL IOP! TRAFFIC OVER TEMPORARY SWAM SHALL SE MWIMI2ED. 3. MAMTENANC€ STANDARDS 9-1. DAMAGE RESI-PITING FROM RUNOFF OR CONSTRUCTI{ N ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3-z IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY ANDIOR FREQUENCY OF THE SWALES SHALL BE INCREASED UNLESS OWERWISE N0110. PRAwING IS NOT 1D SCALE [NTS[ SM. PLAN - x�7.zo URI PfJBLIC WORKS � o: DEPARTMENT INTERCEPTOR SWALE GAZ 9/28/2018 r w W aae,rmr�w ❑A1 I INFLOW KEY DIVIDER INTO SLOPE TO PREVENT FLOW AROUND SIDES POND LENGTH [5 TO 6 THE MAX. P0%D Yal SILT FENCE OR EQUIVALENT DIVIDER - RISER PIPE - EMERGENOY OVERFLOW SPILLWAY DI$CHARGE TO ITABILIZED CONVEYANCE, OUTLET. OR LEVEL SPREADER CREST OF RISER PIPE (FF iNCIFAL SPILLWAY), EMERGENCY OPEN AT TOP WITH TRASH RACK DEYIfpT1=RIN{3 DEVICE (SEE RISER DETAIL, STD. PLAN 216.10) SPILLWAY 6' fA1N T t 12- MIN EMBANKMENT COMPACTM 95%. PERVIOtJ$MATERi*AL$SLjGHA$GRAVEL R 12`QR CLEAN SAND $K%LL NOT SE USED WIRE -BACKED SELT FENCE, STAKED HAY BALES WRAPPED WITH FILTER 3. S'� MLN.' FABRIC, OR EQUKVALENT DIVIDER DEWATERING ORIFICE QLA HARGE TO STABILIZED cONCRETI" BAsE CONVEYANCE. OUTLET. OR LEVEL SPREADER NOTES` 1. COMMON OF USE 1 1 A SEDIMENT POND SHALL BE USED WHERE THE CONTRIBUTING DRAINAGE AREA IS 3:ACRES OR MORE. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2-1. THE PONO SHALL BE DIVIDED INTO TWO ROUGHLY EGUAt VOLUME CELLS BY A PERMEAALE DIVIDER THAT WILL REDUCE TURBULENCE WHILE ALLOWING MOVEMENT OF WATER BETWEEN CELLS. THE DIVIDER SHALL BE AT LEAST ONE HALF OF THE HEIGHT OF THE RISER. WIRE - BACKED, 2-TO 3 F007 HIGH, EXTRA STRENGTH FILTER FABRIC SUPPORTED 8Y TREATED 4'X4"s MAY BE USED AS A DIVIDER. ALTERNATIVELY, STAKED STRAW BALES WRAPPED WITH FILTER FABRIC MAY OF USED. 2.2. LF THE POND IS MORE THAN 6 FEET DEEP. A DIFFERENT MECHANISM MUST BE PROPOSED 23. TO AID IN OFTERMINING SEDIMENT DEPTH, ONE-F00T tNTERVALS SHALL SE PfiOMINENTLY MARKED ON TIgE RiSER- 3. MAINTENANCE STANDARDS 3.1. SEDIMENT SHALL BE REMOVED FROM THE POND WHEN LT REACHES I FOOT IN DEPTH. 32. ANY DAMAGES TD THE POND EMBANKMENTS OR SLOPES SHALL HE REPAIRED. UNLT55olFrRWISF NCITib, QRAWING IS NOT 1p SCALE [NTSl STD. PLAN - 216.00 PUBLICWORKS SEDIMENT POND PLAN VIEW AND PPRDVLn URI DEPARTMENT CROSS SECTIONS Nkmov GAZ 9/28/201.8 I • ww. ai, DATE :45 AN .4S AN PROVIDE ADEQUATE STRAPPING POLYETHYLENE GAP PERFORATED POLYETHYLENE DRAINAGE TUBI}JG, DkAMETER 2' MIN. LARGER THAN CORRUGATED DEWATERING ORIFICE TUBING SHALL METAL RISER COMPLY WITIA ASTM F657 AND AAS14TO M294 35'MIN WATERTIGHT COUPLING TACK WELD f{f�filT DEWATERING ORIFICE. SCH 40 STEEL STUB, MIN. DIAMETER AS PER CALCULATIONS IN SECTION 0.2.1.5.2 OF THE GITYOF RENTON SU RFACE WATER DESIGN MiWUAL a J d K CONCRETE BASE {ALTERNATIVELY, METAt STAKES AND MORE a MAYBE USED TO PREVENT FLOTATION} -� 2 # RISER ot& MIN. *- NOTES; I SEE CONSTRUCTION PLANS FDR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTE D, DRAWING 15 NOT TO SCALE LNT51 PUBLIC WORKS STD. PLAN - 216.10 VR] RP4Ll DEPARTMENT SEDIMENT POND RISER DETAIL GAZ 9/28/2018 DATE 23.1 RISER PIPE (PRINCIPAL SPILLWAY) OPEN AT TOP WITH TRASH RACK DEWATERING DEVICE (SEE RISER DETAIL) 7//\/ 23.1 /\\ 3.5' L SETTLING \ DEPTH 6' MIN. WIDTH LINED WITH 1 FOOT THICK OF 8" QUARRY SPALLS CREST OF EMERGENCY SPILLWAY 5' ABOVE BOTTOM OF POND 1, 23.1 :45 AN SECTION D.2 GENERAL CSWPP REQUIREMENTS FIGURE D,2.2.2,A CONCRETE WASHOUT AREA (ABOVE GRADE) PLYWOOD 4' X 2' PAINTED WHITE BLACK LETTERS 6" HEIGHT 1J wASliouT LAG SCREWS 3, WOOD POST 3' x3,'x8' CONCRETE WASHOUT SIGN DETAIL NTS 10 mil PLASTIC LINING z} STAKE 16 GAUGE B" (TYP.) STEEL WIRE TWO-STACKED T_ 2x12 ROUGH STAPLE DETAIL WOOD FRAME NTS WOOD FRAME SECURELY FASTENED AROUND ENTIRE PERIMETER WITH TWO STAKES 10 M11 PLASTIC II�III LINING 1 SECTION B-8 U U NTS 110' MIN. RECOMMENDED I �l DIES STAPLES (2 PER BALE) PLAN NTS WOOD OR 10 mil PLASTIC TYPE "ABOVE GRADE" WITH METAL STAKES LINING WOOD PLANKS (2 PER BALE) STRAW BALES (2 NATIVE MATERIAL BALES HIGH. MAX.) (OPTIONAL) 1' MI. IN ORIGINAL GROUND SECTION A -A �/ NTS � SAND OR GRAVEL -FILLED 1+ BAGS IN CORNERS IO' MIN. RECANIMENDF❑ STRAW SAND OR GRAVEL -FILLED BALES BAGS IN CORNERS (TYP-) a WECGELOOSE STAKE a STRAW (TYP.) a Ld a BETWEEN BALES VARIES 10 mil PLASTIC NOTES: LINING 1- ACTUAL I AYpUT DETERMINE❑ IN THE FIELD 2- _'HE CONCRETE WASHOUT SIGN PLAN SHALL BE 4NSTALLED WITHIN 30' NTS OF THE FACILITY TYPE: "ABOVE GRADE" WITH STRAW BALES ABOVE GRADE TEMPORARY CONCRETE WASHOUT FACILITY SITS 12/12/2016 D-76 EMBANKMENT COMPACTED 95%. PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL NOT BE USED. Ilk 12" MIN. 24.1 HAND PLACED RIPRAP FOR OUTLET "y PROTECTION Al 19.61. , SEDIMENT �\A,I \ \ \ \ STORAGE CONCRETE BASE (SEE RISER DETAIL, THIS SHEET) DEWATERING ORIFICE DISCHARGE TO CONVEYANCE STAFF GAUGE W/ PROMINENT 2.5' - 3' HIGH WIRE -BACKED SYSTEM MARK 1 FOOT ABOVE THE SILT FENCE, STAKED HAYBALES BOTTOM OF THE POND WRAPPED WITH FILTER FABRIC, OR EQUIVALENT DIVIDER, KEYED INTO SIDE SLOPES EAST SEDIMENT POND SECTION NTS SURVEYED: Z.NALL DESIGNED: 0 2 RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN 0 ® 2 RECORD DRAWINGS NAVIX 06.10.22 JET DRAWN: J.GREEN Q 1 RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: G� J.TAFLIN NO. REVISION BY DATE APPR APPROVED: J.TAFLIN SCALE: AdeplM 1mm CdTrens Flgll-1 A SAC A-1 Afi2 2017 City of Renton Surface Water Design Ivlaaua! TEMPORARY SEDIMENT POND SPECIFICATIONS WEST SED. POND EAST SED. POND REQUIRED 5470 SF 6656 SF SURFACE AREA PROVIDED 5547 SF 6785 SF SURFACE AREA LENGTH 43 LF 59 LF WIDTH 129 LF 115 LF DET / SHT 1-2 / D-2.5 1-2 / D-2.6 INTERIOR SIDE SLOPES* 2:1* 2:1* EXTERIOR SIDE SLOPES 2:1 2:1 DEPTH FROM TOP OF RISER TO 3.5 FT 3.5 FT POND BOTTOM PRINCIPAL SPILLWAY RISER 10 IN 12 IN DIAMETER DEWATERING 6 IN 6 IN ORIFICE EMERGENCY H = 0.2 FT H = 0.2 FT OVERFLOW L = 13 FT L = 16 FT SPILLWAY BOTTOM FLAT FLAT PARTITIONED EXTRA STRENGTH EXTRA STRENGTH BY FILTER FABRIC FILTER FABRIC *NOTE: CONTRACTOR TO PROVIDE FENCING ABOVE THE MAXIMUM WATER SURFACE TO ALLOW THE SIDE SLOPES TO INCREASE TO 2:1 PER CITY OF RENTON SURFACE WATER DESIGN MANUAL D.2.1.5.2. TEMPORARY SEDIMENT POND ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M NTS CITY OF VUVF RENTON Planning/Building/Public Works Dept. r M O O TRASH RACK O PROVIDE N ADEQUATE 12" RISER V STRAPPING POLYETHYLENE CAP CORRUGATED METAL 3.5" MINIMUM DIAMETER RISER PERFORATED z WATERTIGHT POLYETHYLENE COUPLING DRAINAGE TUBE. TUBIN in SHALL COMPLY WITH r-i TACK WELD ASTM F667 AND ORIFICE DIAMETER AASHTO M294 = 6" WSE 19.6 1. SE MIN. / 12" OUTLET PIPE SEDIMENT \\ \ STORAGE O \ \ \� 77- TOM M DEWATERING ORIFICES J MAINTENANCE STANDARDS: SCH 40 STEEL STUB 1. SEDIMENT SHALL BE REMOVED FROM THE VAULT WHEN IT REACHES 1' IN DEPTH. EAST SEDIMENT POND RISER DETAIL NTS N O O O O 1 TOM 4// I.L �ITP: 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 WA 6ABET itaiiy sign _15nelle y 09.3 T MinDate: 2022.09.3 fin\ A 418726:3e:33-.c7�00, ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR Z VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q NAVIX CERTIFICATION Q R-412314 BY O V IN COMPLIANCE WITH CITY OF RENTON STANDARDS W z O I- z W w ARCO/M U RRAY DATE: 09.26.2022 LIL TOPGOLF RENTON FIELDBOOK: 780 LOGAN AVENUE NORTH PAGE: DRAWING RENTON' WA 98057 D-2.6 a T.E.S.C. DETAILS O 0 SHEET: OR 14 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. z O H z W w LL O ILD IL O F_ 0_ 0 f'l-) L6 1 N N O N CLT Q a> U-) O 0 U Q 0 ry 0 o) c Cn 0 POP !ER SECTION ,Hi GE 5E. W.M. 2" C IN CASE, DN. 0.5' 4/17/18) �FND PUNC MARK IN E, DN. ISK IN EP CASE. DN. o. ' v W W W W W W W — W . W W � W. — W W W W — W _ (4/,7/,8>ss - - �I 8TH - w SS SS SS S SS 4*:L7 o _ S SS S �� S� S� SS- 34.50' — (/T — — S 1 Wi.Y� 'T'T.�t.T���. .��.� .� •�ULM.d_W �Yrrrrrrc &L -- .; . 44°1 '1 . . . . . W �. N 6 ' W 29.35 r r r r r r r r r r n r �. .� .� .� .� S �rrrrrrrr•�•�. .W. Ws' 4 �}MIXED-USE PARCEL T rrr rr �rrrr ���, I.. - �� I .r a .r U•yr•'tl�:•, .> �'':.�,:'- �•i �...a:•� � � � � � � � �� � � � � � � � � � � � � r��r,�r '�� rrrrrrr �'� W-%•W• 8 I UIIIIIII I����III • ': v' � r r r� r r r r r r r r r r r � ,� r � r r r r r ,� J �' � 8 I SEE SHEET 1 1[' E SHEET =1 EE SHEET =1 ...... :..:..;,., rrrrrrrr �rrrrrrrrrrr �.:.:.. ;;. W r r r r r r r r r ­6 W ;:.• .. W r r r r r r r I..I..I m O ti: a I I - ,� '°• � r r r r�� ,� W , °, • r r r .W W. 000 10� W n .. . W THE BOEING CO. W ' (NOT A PART) vow I b b T A3 A3 A3 I W F I F� F Ev ❑ I F F FC F0 F F F �TTF­ A= 2'16' 26" f W71717 7171 77,71 cn . F W W. C El ❑ I° � ° � �- � � . i '�1 a�iiY�i '�ii % W�� W �• Wi�� W � � • � W=- � � � - �- �rr� LL LL , X F--�x i( =Lm mm=6= LEGEND PROPERTY LINE — — — — — — — — — — SAWCUT LINE FIRE LANE STRIPING PROPOSED CURB PROPOSED BUILDING PROPOSED MEDIUM DUTY ASPHALT :• PROPOSED CONCRETE SIDEWALK PROPOSED CONCRETE PAVEMENT PROPOSED LANDSCAPE AREA ® PARKING STALL COUNT TOPGOLF PARKING CALCULATIONS CITY OF RENTON REQUIREMENTS PROPOSED USE REQUIREMENTS PROPOSED SQUARE FOOTAGE MIN. REQUIRED PARKING A MINIMUM OF 2.0 PER 1,000 SQUARE FEET OF NET FLOOR AREA OFFICE, (FLOOR AREA, NET: THE TOTAL OF ALL FLOOR AREA OF A BUILDING, EXCLUDING STAIRWELLS, ELEVATOR SHAFTS, MECHANICAL EQUIPMENT 3,698 SF 8 REQUIRED PARKING GENERAL ROOMS, INTERIOR VEHICULAR PARKING OR LOADING, AND ALL FLOORS BELOW THE GROUND FLOOR, EXCEPT WHEN USED FOR HUMAN HABITATION STALLS OR SERVICE TO THE PUBLIC.) EATING AND DRINKING A MINIMUM AND MAXIMUM OF 10 PER 1,000 SQUARE FEET OF DINING AREA. 22,004 SF 221 REQUIRED PARKING ESTABLISHMENT AND TAVERNS STALLS GOLF DRIVING RANGES A MINIMUM AND MAXIMUM OF 1 PER DRIVING STATION 102 HITTING BAYS 102 REQUIRED PARKING STALLS * RETAIL/RESTAURANT A MINIMUM OF 10 PER 1,000 SF OF DINING AREA * 7,000 GSF * 0.6 OF DINING * 42 REQUIRED PARKING = 4,200 SF OF DINING AREA STALLS >k HOTEL >k A MINIMUM OF 1 PER KEY * 114 ROOMS (ASSUMED) * 114 REQUIRED PARKING STALLS TOTAL REQUIRED PARKING STALLS 487 TOTAL PROVIDED PARKING STALLS 508 TOTAL PROVIDED COMPACT PARKING STALLS 143 28.15% OF TOTAL PARKING COUNT * NOTE — PARKING STALLS FOR EASTERN FUTURE PHASE 2 DEVELOPMENT TO BE INSTALLED DURING PHASE 1 0 2 RECORD DRAWINGS 0 ® 2 RECORD DRAWINGS �a 1 RECORD DRAWINGS e NO. REVISION SURVEYED: Z°NALL DESIGNED: J.GREEN NAVIX 09.29.22 JET NAVIX 06.10.22 JET DRAWN: J.GREEN NAVIX 05.17.22 JET CHECKED: J.TAFLIN BY DATE APPR APPROVED: J.TAFLIN SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF 1"R] RENTON Planning/Building/Public Works Dept. 0 25 50 100 SCALE: 1 inch = 50 ft. AN ADMINISTRATIVE MINOR MODIFICATION TO THE APPROVED MASTER PLAN IS REQUIRED AND IS IN PROCESS TO ALLOW THE ADDITIONAL PARKING. 4"IX �ITP: 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 16AB L E T j itally sign y nelle T flin Date: 2022.09.3 418726:3,a:44-�_a ■ ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. NAVIX CERTIFICATION R-412315 GeV IN COMPLIANCE WITH CITY OF RENTON STANDARDS O O 1 C6 a D J 0 O O 1 LPL z O F_ z LU w ARCO/M U RRAY DATE:09.26.2022 L,L TOPGOLF RENTON FIELDBOOK: J 780 LOGAN AVENUE NORTH PAGE: DRAWING N0: ILD RENTON, WA 98057 C-1.0 a0 OVERALL SITE IMPROVEMENT PLAN SHEET: 15 OF: 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SEE SHEET C-1.2 FOR CONTINUATION M N r O W z O H z LU w U. J O CD a. O H Fz 0- CD f'l-) L6 1 N N CD N CLT Q a� +T Cn CD 0 U Q / 0 a) ry 0 U) Cn 0 z 5 LLI Ln LEGEND KEY NOTES: PROPERTY LINE - - - - - - - - - - SAWCUT LINE FIRE LANE STRIPING PROPOSED CURB PROPOSED BUILDING PROPOSED MEDIUM DUTY ASPHALT PROPOSED CONCRETE SIDEWALK •::r.: '7 fl PROPOSED CONCRETE PAVEMENT WWWW PROPOSED LANDSCAPE AREA ® PARKING STALL COUNT OA ASPHALT PAVEMENT OB CONCRETE PAVEMENT OC CONCRETE SIDEWALK 102 C-1.4 O PORKCHOPS WITH ROLLED CURB 1 C-1.5 OE CEMENT CONCRETE 101 TRAFFIC CURB OF CROSSWALK 4 C-1.6 OG SAWCUT EXISTING PAVEMENT, MATCH, AND JOIN WITH AR-4000 OR APPROVED EQUAL. O FIRE LANE STRIPING (TYP.) OI PAINTED ARROWS (TYP.) 1 C-1.6 O 4" WIDE, SOLID WHITE PAINTED STRIPE (TYP.) O4" WIDE WHITE STRIPING AT 45-DEGREE AT 18" O.C. (TYP.) 0 15 30 60 SCALE: 1 inch = 30 ft. SEE DETAIL 5, SHEET C-1.6 FOR DELIVERY TRUCK MANEUVERING. rJ 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com ��'1WA 6ABET itally sign 57,313 Hell. T flin Date: 2022.09.3 fin\ A 418726:3955-0' m ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY r M Cfl O O O O N LAI N O N O O O (4) r ELECTRICAL VEHICLE CHARGING CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, TIE INTO EXISTING CONCRETE SIDEWALK LIGHT POLE SEE ARCHITECTURAL PROTECT ALL EXISTING SIDEWALKS TO REMAIN DURING CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT L ACCESSIBLE PARKING 3 4 5 T Z FF MM STATION TO BE DESIGNED BY EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING SPACE AND SIGN C-1.4 C-1.4 C-1.4 (TYP.). TRANSITION SHALL OCCUR WITHIN A PLANS CONSTRUCTION. ALL EXISTING SIDEWALKS TO REMAIN OTHERS. SINGLE PANEL AND IF REQUIRED A WHOLE AA THICKENED ASPHALT EDGE STAIRS, SEE ARCHITECTURAL THAT ARE DAMAGED SHALL BE REPAIRED OR REPLACED O CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. NN . O TYPE A PARALLEL & TYPE 2 PERPENDICULAR PANEL SHALL BE REPLACED. CONTRACTOR TO PLANS PER CITY OF RENTON STANDARD DETAILS. NAVIX CERTIFICATION ADA RAMP W/DETECTABLE WARNING SURFACE ENSURE PROPER DRAINAGE AND COMPLIANCE BB OUTFIELD EQUIPMENT, - GG ALL EXISTING FRONTAGE IMPROVEMENTS TO REMAIN 00 6" THICK GRAVEL ROCK SECTION WITH CURRENT DOJ ADA STANDARDS FOR DESIGN BY OTHERS C-1.7 INCLUDING, BUT NOT LIMITED TO, STREET TREES, R-412316 BY F—C.15503 F-40.12503 F-05.1 502 ACCESSIBLE O LANDSCAPING, ROUTES. SEE LANDSCAPE PLANS (TYP.) CC BIKE ACKS, SEE ARCHITSIDEWALKS, ROADWAYS, ECTURAL PLANS DAMAGEDSHALLBE REPAIRED LIGHTNING TI RED ORREPLA REPLACED PADS, ARE PERCI Y O EXISTING VAULT, ACCESS TO REMAIN O DD OUTDOOR GATHERING SPACE SURFACING, 18" TALL CONCRETE SEAT WALL. OF RENTON STANDARD DETAILS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS SEE ARCHITECTURAL PLANS HH OVERHANG STRUCTURAL SUPPORT. SEE STRUCTURAL 00 STOP BAR 2 C-CURB TO BE CENTERED SEE LANDSCAPE PLANS (TYP). PLANS FOR DETAILS. OW C-1.6 ON TURN LANE EDGE STRIPE, 3 EE FULL LANE TRENCH 110 II TRANSFORMER PAD. SEE COMPOSITE FRANCHISE UTILITY C-1.6 RESTORATION WITHIN OP MONUMENT SIGN, SEE ARCHITECTURAL PLANS EXTENDING FROM EXISTING STOP ROW. ALL TRENCH C-1.4 SCHEMATIC, SHEET C-6.0 FOR ADDITIONAL INFORMATION. Z BAR TO 50-FEET SOUTH OF SOUTH RESTORATION SHALL JJ "RIGHT -TURN ONLY" SIGN 7 O OQ TIE INTO EXISTING CURB AND GUTTER (TYP.) EDGE OF PROPOSED DRIVEWAY. COMPLY WITH CITY OF 110.1 C-1.6 X RENTON TRENCH NETTING, SEE ARCHITECTURAL PLANS (TYP.) KK $,g z OR TIE INTO EXISTING VERTICAL CURB (TYP.) C-�.4 O STOP SIGN YY DRIVING RANGE SURFACING, SEE ARCH.PLANS RESTORATION AND LL W O PLAZA AREA, SEE LANDSCAPE PLANS (TYP.) STREET OVERLAY REQUIREMENTS. O ORANGE PAVEMENT STRIPE OVER BOEING UTILITIES. SURVEYED: SCALE: DATE: Z.NALL HORIZONTAL: NAD 1983/1991 ARCO/M U RRAY 09.26.2022 J DESIGNED: Q CITY OF FIELDBOOK: 2 RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN TOPGOLF RENTON 0 2 RECORD DRAWINGS NAVIX 06.10.22 JET DRAWJ.GREEN RENTON 780 LOGAN AVENUE NORTH PAGE. O ONE INCH DATUM • DRAWING NO: S Q 1 RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: AT FULL SCALE RENTON WA 98057 C'7 .7 a G� J.TAFLIN IF NOT ONE INCH Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SITE IMPROVEMENT PLAN SHEET: OF: O J.TAFLIN 16 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 0 0 U Q / 0 c OJ / c (D c U) ME SEE SHEET C-1.3 FOR CONTINUATION CNI -) _> _> _> _> _> m7 `IIIIIIIIIIImm Y-11 I C Tom l 1101 -- - 7 �I H I H U E j � E E v, U U E U O 14 4 4 4 1lie > 1 1 1 1 1 BB H U A 4a l l g O4 LL W I l l H 1 1 4� �������� 1 1 1 1 1 1 1 l l �� �� 17 a,'a TY) E 1 1 1 l l l l O 4 4 4 0 15 30 60 M O 4 Y! x x SCALE: 1 inch - 30 ft. a a 4 S 1 1 1 1 1 1l s _ 1 J_> a a 1 1 ` O ✓ 4 a S D� S S S S N Z l l J X a 1 1 1 1 1 1 l l I761 z (,_,Jf 4 4 > c I THE BOEING CO. aKinGG l llie A PART) 4 I _>_>�1 1 1 1 \ \ \ \ \ \ \ TOM 001 till * 4 U) A�� ��15 - ,:• .0 x l l 1,411 I Z 1 l l l i 1 1 1 1 1 1 1 1 1 1 I _> � _> i i i O i 1 1 l l H > 4 44 11 0 N Z -> _> _> _> -) 1 \ •• COMPACT 0C _> t COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT 1 1 1 1 1 1 1 1 1 1 � . `'.. 4 � O a a X � ��� 1 1 1 1 1 1 I �:,. � 12 U z 0 00 4 4 4 1 1 1 1 1 1 1 17 s� N. I 11 1 \ \ \ \ \ \ \ \ ` ` ( )i i i i l v d� 1 1 1 BB � �. � � �, � (TYP)a U � r I x 0I II4 j 00 1 1 1 1 1 1 1 \ \ \ \ \ \ \ \ \ 7ITP I CIVIL l P 17° 4 11235 s.e. 6th street I suite 150 (TYP) bellevue, wa 98004 1 j aq TYP s s l l l l O �s E � � E 3 � t: 425.453 9501 I f: 425-453-8208 l l l l I Y � � � � ` www.navixeng.com _ 4 4 H 10 1 ZABET Y �s pF WASgI h u l l l l l l 'ha i _ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I \ \13 y�e,nellllesin T flin a � �� 19, 0 22 � U � e. 4 B B ,0 41872 093 TYP cn � a � 1 1 1 1 1 1 1 � � � � � � •4� ��'S �~Lr E SIONAL E� 4 g a a a a 17 3 O ENGINEERS CONSTRUCTION RECORD CERTIFICATION a a 4 THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN 1 1 1 1 O INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD — \ CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR Z VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD LEGENDKEY NOTES: SEE SHEET C-1.1 FOR CONTINUATION MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY ELECTRICAL VEHICLE CHARGING CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, PROPERTY LINE 1 TIE INTO EXISTING CONCRETE SIDEWALK LIGHT POLE, SEE ARCHITECTURAL PROTECT ALL EXISTING SIDEWALKS TO REMAIN DURING CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT OA ASPHALT PAVEMENT OL ACCESSIBLE PARKING 3 4 5 O OZ FF MM STATION TO BE DESIGNED BY C-1.4 (TYP.). TRANSITION SHALL OCCUR WITHIN A PLANS CONSTRUCTION. ALL EXISTING SIDEWALKS TO REMAIN OTHERS. EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING - - - - - - - - - - SAWCUT LINE 2 6 SPACE AND SIGN C-1.4 C-1.4 C-1.4 SINGLE PANEL AND IF REQUIRED A WHOLE AA STAIRS, SEE ARCHITECTURAL THAT ARE DAMAGED SHALL BE REPAIRED OR REPLACED O CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q FIRE LANE STRIPING OB CONCRETE PAVEMENT C-1.4 C-1.6 NN THICKENED ASPHALT EDGE. O TYPE A PARALLEL & TYPE 2 PERPENDICULAR PANEL SHALL BE REPLACED. CONTRACTOR TO PLANS PER CITY OF RENTON STANDARD DETAILS. NAVIX CERTIFICATION Q PROPOSED CURB C CONCRETE SIDEWALK 102 AD�� P W/DOS TABLE��NING SURFACE ENSUREHCURRENT DO DRAINAGE ADA STANDARDS COMPLIANCE gg OUTFIELD EQUIPMENT, - GG ALL EXISTING FRONTAGE IMPROVEMENTS TO REMAIN 00 6" THICK GRAVEL ROCK SECTION O C-1.4 _ _ _ _ _ DESIGN BY OTHERS C-1.7 INCLUDING, BUT NOT LIMITED T0, STREET TREES, R-412317 BY o � PROPOSED BUILDING O PORKCHOPS WITH ROLLED CURB 1 F C-155 3 F C-1?5 3 F C5 1 5 2 OU LANDSCAPING,CCESSIBLE ROUTES. SEE LANDSCAPE PLANS (TYP.) CC BIKE RACKS, SEE SIDEWALKS, ROADWAYS, AND LIGHTNING PADS, THAT ARE C-1.5 ARCHITECTURAL PLANS DAMAGED SHALL BE REPAIRED OR REPLACED PER CITY LU N EXISTING VAULT, ACCESS TO REMAIN V OUTDOOR GATHERING SPACE SURFACING, OF RENTON STANDARD DETAILS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS PROPOSED MEDIUM DUTY ASPHALT O TCEMENT RAFFIC CURB C1014 O O SEE ARCHITECTURAL PLANS DD SEE LANDSCAPE TALL EPLANS TE A(TYP). ALL. HH OVERHANG STRUCTURAL SUPPORT. SEE STRUCTURAL O STOP BAR 2 OW C-CURB TO BE CENTERED PLANS FOR DETAILS. PROPOSED CONCRETE SIDEWALK C-1.6 ON TURN LANE EDGE STRIPE, 3 EE RESTORATIONFULL LANE II TRANSFORMSCHEMATIC,ER PAD C BEE FOR COMPOSITE O ITE FRANCHISE ADDITIONAL HISS UTILITY Z OF CROSSWALK 4 EXTENDING FROM EXISTING STOP C-1.6 110 O C-1.6 OP MONUMENT SIGN, SEE ARCHITECTURAL PLANS ROW. ALL TRENCH C-1.40 PROPOSED CONCRETE PAVEMENT BAR TO 50-FEET SOUTH OF SOUTH ` '"•.... ", . OG SAWCUT EXISTING PAVEMENT, RESTORATION SHALL JJ "RIGHT -TURN ONLY" SIGN 7 ® TIE INTO EXISTING CURB AND GUTTER (TYP. EDGE OF PROPOSED DRIVEWAY. C-1.6 W.".W.'W`.'W".W.".W WW' PROPOSED LANDSCAPE AREA MATCH, AND JOIN WITH AR-4000 ) OX NETTING, SEE ARCHITECTURAL PLANS (TYP.) COMPLY WITH CITY OF 110.1 8 Z OR APPROVED EQUAL. OR TIE INTO EXISTING VERTICAL CURB (TYP.) RENTON TRENCH C-1.4 KK STOP SIGNRESTORATION LU PARKING STALL COUNT O FIRE LANE STRIPING (TYP.) S PLAZA AREA, SEE LANDSCAPE PLANS TYP. OY DRIVING RANGE SURFACING, SEE ARCH.PLANS STREET OVERLAYDREQUIREMENTS. LL ORANGE PAVEMENT STRIPE OVER BOEING UTILITIES. w OI PAINTED ARROWS (TYP.) su Z.NALL sc�E. ARCO/MURRAY DA�09.26.2022 J 1 VERTICAL: NAVD 1988 C-1.6 HORIZONTAL: NAD 1983/1991 CITY OF DESIGNED: ® FIELDBOOK: 2 RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN TOPGOLF RENTON O O 4" WIDE, SOLID WHITE PAINTED STRIPE � PAGE: 2 RECORD DRAWINGS NAVIX 06.10.22 JET DRAWN: RENTON 780 LOGAN AVENUE NORTH (TYP.) ® J.GREEN ONE INCH DATUM (�DRAWING No: Q 1 RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: AT FULL SCALE RENTON WA 8057 C'7 .2 a O 4" WIDE WHITE STRIPING AT 45-DEGREES G� J.TAFLIN IF NOT ONE INCH Planning/Building/Public Works Dept. 9 AT 18 O.C. (TYP.) NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: O J.TAFLIN SITE IMPROVEMENT PLAN 17 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. M N r O W z O H z LU w LL J O O H Q LC� N N O N N Q a> O N ry 0 o) C Cn 0 i j j j � � j � � � � lOtldbY00 1JYdVJ00 1 VdW00 1J' �> 4 4 4 4 4 > 4. 4 4 Y 4 4 4 ago a a a a a �a a a a > a a a aI a a > a > 0 U) I� U H E 19' (TYP) I� z J E J Z U U Z E I E 1 � > A I> U 19' a- °'� Z it (TYP) �. Z E 21 20 J 21 E 20 21 t::�t_ss_ Ss ss---e 0 15 30 60 SCALE: 1 inch = 30 ft. rJ 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com ��'16ABET v R� pF WASgI�� � itally sign y nelle T flin Date: 2022.09.3 418726:aa:21- zoo. m ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD � � �■■� ��IIIIIII�I■ �■ � LEGEND PROPERTY LINE — — — — — — — — — — SAWCUT LINE FIRE LANE STRIPING PROPOSED CURB PROPOSED BUILDING PROPOSED MEDIUM DUTY ASPHALT PROPOSED CONCRETE SIDEWALK •::r.: '. PROPOSED CONCRETE PAVEMENT PROPOSED LANDSCAPE AREA ® PARKING STALL COUNT lie O O O O 47 r a J N O O O (4) r - CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR KEY NOTES: SEE SHEET C-1.2 FOR CONTINUATION VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY ELECTRICAL VEHICLE CHARGING CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, 1 TIE INTO EXISTING CONCRETE SIDEWALK LIGHT POLE, SEE ARCHITECTURAL PROTECT ALL EXISTING SIDEWALKS TO REMAIN DURING CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT OA ASPHALT PAVEMENT OL ACCESSIBLE PARKING 3 4 5 O Oz FF MM STATION TO BE DESIGNED BY C-1.4 (TYP.). TRANSITION SHALL OCCUR WITHIN A PLANS CONSTRUCTION. ALL EXISTING SIDEWALKS TO REMAIN OTHERS. EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING SPACE AND SIGN C-1.4 C-1.4 C-1.4 CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. BO CONCRETE PAVEMENT 2 6 SINGLE PANEL AND IF REQUIRED A WHOLE AA STAIRS, SEE ARCHITECTURAL THAT ARE DAMAGED SHALL BE REPAIRED OR REPLACED NN THICKENED ASPHALT EDGE. C-1.4 C-1.6 O TYPE A PARALLEL & TYPE 2 PERPENDICULAR PANEL SHALL BE REPLACED. CONTRACTOR TO PLANS PER CITY OF RENTON STANDARD DETAILS. NAVIX CERTIFICATION ADA RAMP W/DETECTABLE WARNING SURFACE ENSURE PROPER DRAINAGE AND COMPLIANCE BB OUTFIELD EQUIPMENT, — GG ALL EXISTING FRONTAGE IMPROVEMENTS TO REMAIN 00 6" THICK GRAVEL ROCK SECTION OC CONCRETE SIDEWALK C1024 WITH CURRENT DOJ ADA STANDARDS FOR DESIGN BY OTHERS C-1.7 INCLUDING, BUT NOT LIMITED TO, STREET TREES, R=412318 BY F-40.15-03 F-40.12-03 F-45.10-02 ACCESSIBLE ROUTES. SIDEWALKS, ROADWAYS, AND LIGHTNING PADS, THAT ARE 1 C-1.5 C-1.5 C-1.5 CC BIKE RACKS SEE DO PORKCHOPS WITH ROLLED CURB OU LANDSCAPING, SEE LANDSCAPE PLANS (TYP.) ARCHITECTURAL PLANS DAMAGED SHALL BE REPAIRED OR REPLACED PER CITY C-1.5 OF RENTON STANDARD DETAILS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS N EXISTING VAULT, ACCESS TO REMAIN V OUTDOOR GATHERING SPACE SURFACING 18" TALL O TRAFFIC CCEMENT URB SEE ARCHITECTURAL PLANS ' DD SEE LANDSCAPE CONCRETE PLANSSEAT (TYP)WALL. HH OVERHANG STRUCTURAL SUPPORT. SEE STRUCTURAL OO STOP BAR 2 OW C—CURB TO BE CENTERED PLANS FOR DETAILS. 4 C-1.6 ON TURN LANE EDGE STRIPE, C 1.6 EE FULL LANE TRENCH 110 II TRANSFORMER PAD. SEE COMPOSITE FRANCHISE UTILITY FO CROSSWALK EXTENDING FROM EXISTING STOP RESTORATION WITHIN SCHEMATIC, SHEET C-6.0 FOR ADDITIONAL INFORMATION. z C-1.6 O MONUMENT SIGN, SEE ARCHITECTURAL PLANS ROW. ALL TRENCH C-1.4 O BAR TO 50—FEET SOUTH OF SOUTH O MATCH, AND JOIN WITH PAVEMENT, E T4000 O TIE INTO EXISTING CURB AND GUTTER (TYP.) EDGE OF PROPOSED DRIVEWAY. RESTORATION SHALL JJ "RIGHT —TURN ONLY" SIGN 7 OX NETTING, COMPLY WITH CITY OF 110.1 C-1.6 SEE ARCHITECTURAL PLANS (TYP.) C-1.4 KK STOP SIGN � $,g z RENTON TRENCH OR APPROVED EQUAL. OR TIE INTO EXISTING VERTICAL CURB (TYP.) O OH FIRE LANE STRIPING (TYP.) OY DRIVING RANGE SURFACING, SEE ARCH.PLANS RESTORATION AND W O PLAZA AREA, SEE LANDSCAPE PLANS (TYP.) STREET OVERLAY REQUIREMENTS. LL ORANGE PAVEMENT STRIPE OVER BOEING UTILITIES. OI PAINTED ARROWS (TYP.) SURVEYED:ZNALL SCALE. ARCO/MURRAY DA�09.26.2022 J 1 VERTICAL: NAVD 1988 C-1.6 HORIZONTAL: NAD 1983/1991 CITY O F ILL DESIGNED: FIELDBOOK: 0 DRAWN: 2 RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN TOPGOLF RENTON O 4" WIDE, SOLID WHITE PAINTED STRIPE � RENTON PAGE. O (TYP.) 0 ® 2 RECORD DRAWINGS NAVIX 06.10.22 JET J.GREEN . 780 LOGAN AVENUE NORTH DRAWING N0: ONE INCH DATUM O 4" WIDE WHITE STRIPING AT 45—DEGREES Q 1 RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: AT FULL SCALE RENTON WA 98057 Ci'7.3 a K G J.TAFLIN IF NOT ONE INCH Planning/Building/Public Works Dept. , AT 18 O.C. (TYP.) NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF. O J.TAFLIN SITE IMPROVEMENT PLAN 18 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. M N r W I— z 0 F_ z Lu ILL LL J 0 0 IL 0 F_ Q LC� I N N O N t9 N Q a> t� O Map 1 1' VARIES T• 1 MIN � MIN� MIN MEN SPECIAL NOTE; IN 714E EVENT TRAN5V'ER5E PATCHES rXIST WITHIN THE AFFECTED STREET, THE LENGTH I I OF THE PATCH SHALL HE EXTENDED TO INCLUDE ANY Ex,S11NG PATCH 14T7HiN 10 FEET OF THE EDGE OF THE PATCH REQUIRED I FOR THE NEW CROSSING AND ANY I . SUBSEOVENT PATCH EDGE WITHIN 10 FEET OF THE LOGE OF THE SECON❑ PATCH AKIJ SO ON UP TO A TOTAL OF 300 FEET. I -- FACE OF GU MR OR EDGE OF PAVEMENT i TRAFFIC FLOW 2' HMA 4 I CEN TER UNE OR L+NNE LINk HMA 6.5' MIN. 2- DFPTH OF PLA[41NCi UN SAViCUT AND REMOVE VARIES: s.s' MIN. T' 1' TN DIPTI-1 OF EXISTING PAVEMENT MIN hAIN � VARIES 1MIN 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH 2" - 6" MIN, $1MA (SEE NOTE 2) AR- 4DOOW (EA1:14 sloe) \6' CRUSHED SURFACING TOP COURSE {CSTC) 2" HMA (9-03.9(3)) PER WSDDT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR, SAWC:UI ArlkN eACKFILL (EACH gpE) CSTC, BANK RUN GRAVEL FOR TRENCH 6ACKFILL 9-03.t9), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED DN CiEOTECH REPORT, COMPAOTEO TO 95% MODIFIED PROCTOri. MOTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROV'EMFNT (SEE WSDOT STANDARD SPECIFICA-nUN 2-S9.4) PLUS AN ALLOWANCE FOR My SHORIND, `'1 OM14G, r PIPE 2UNE BEDDING, MATERIAL- SEE STA4NOARD NEEDED. MALL MEET THE REQUIREMENTS OF WWOT PLAN 110.T STANDARD SPECIFICATION 7-08.3(1)B 'TRENCH WIDTH FOR DOTES. SEE STANDARD) PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR Imo' PLAN — 110 s PUBLIC WORKS FLF-XIBLE PAVEMENT OR RIGID DEPARTMENTPAVEIMIENT WITH OVERLAY #dhj� FACE CIF CURS rT irz'�_ 511� y 1' I I 70P OF ROADWAY r� CEMENT CONCRI TC TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURD FLUSH WITH GLITTER PIN AT SIDEWALK IiAF,11} ENTiiArICl 124 TOP OF 1!i' R ROADWAY i t DEPRESSED CURB SECTION AT SIGYEAVAiX RWAPS 3Ir tt' CE;hT€F+eT CONCRETE 1!Z-R T-R SIDPWALJf VAMP VARIES OR LJINDNIG FROM e 6"7CIq Z 1 3IB' {'Ri_MOL DET7 ;p1reT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CVRO y r 1,�•- SEE DEPRESSED CURB DETAIL THIS SHEET 124 TOE' of- t T ,rrR RCOLOWAY � � s 1 DEPRESSED CURB SECTION AT RESIDENTIAL ORNEWAYS DNLY. I -OR CONIMERCtAL ORNEWAYS SEE STD PLAN 1rA 2 FACE OF ADJACENT CLIRS * } *' * GUTTER SURFACE PREMED � JOINT FILLER E FULL -DEPTH EXPANSION JOINT FFr_E OF CURS y61f£�� 5 1f2' 1' 11 — T' R- I Tfla pF 1° ROA-CKk AY I a - R 1FI• - CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL. AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, ANO ALLEYS GENERAL NOTES, Sea manoatd Mons %02 wid 101 1 for curb Bxpanslon and contractor )Nnt spacmv 2. boans,on Ic'm shall be full depth, 3/6' 1i11.j premoldEd 14chI TIIIer. 3a7 DcGrrssed hTDnali7etk DnvDw$yCurp lL GUTITii SeCtK#I, 5Cc STnndoFd Flan SD=.2 srn. Fz - 101 DEPARTMENTT PUBLIC WORKS CEMENT CONCRETE CURBS fr VARIES: 4.5' MIN. LANE LINE MARKING SAWCUT AFTER BACKFILL . DEPTH OF EXISTING PAVEMENT 2" - 6" HMA (SEE NOTE 2) I' }. EDGE OF PAVEMENT, EDGE OF CURB & GUTTER, OR MIN, MIN. CENTER Of LANE MARKING " HMA (5EE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9�3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFCATIONS; COMPACTED TO 95% OR PLANE, SEAL 1NITH MODIFIED PROCTOR AR-4000W CSTC, BANK RUN GRAVEL FOR TRENCH 13ACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95% MODIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE W5D0T STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION A ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATION'S NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT WSDOT STANDARD SPECIFICAT10N 7-08.3(1)B * FOR STORM AND WATER PIPE, PER STD PLAN 220 G * FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A #4 SIEVE ANU LE55 THAN 5% PASSINL A #200 SIEVE NOTES: 1- WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS PROKEN oR DETERIORATED TO A PAVEMENT CON€ 4TION INDFX RATING OF 70 OR LESS, THE EXISTING PAVEM£N7 IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL UE REMOVED AND REPLACED WITH HIVA MATCHING THE DEPTH USED IN THE EXIIST[NG STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREA7ER- 2- PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAI_ ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL �" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN fi", RESIDENTIAL ACCESS: STREETS - HMA CL }" PG 64-22. THE TWCICNI~55 SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4" 3. WHEN THE "SAWCUT AFTER UACKIFIL.L" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER CR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND DVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVEO AND OVERLAID WITH HMA- 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURES, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5, IF TRENCHING T)ARC4jGH EXISTING DRIVEWAY DR. SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS - TYPICAL LiONGITUDINAL PATCH MM. PLAN — 110.1 + PUBLIC WORKS FOR FLEXIBLE P"EME14T OR t'I'i� 4�1: D DEPARTMENT RIGID PAVEMENT MOTH OVERLAY 110 { rjf r. r RAISED FOGE I;1BMAlL T' rr E SIDEw LEVEL ! fr EXTEND BIOLWAU[ TRA WIFI3E T' - P 11 • p• iur lim FL Nn TO INCLUDE RN5ED EDGE - Rau ouxi x.Dsl y 117t ON) R fTYPk 4 u SEE RNSEDEGf 1'-0' , 91DEWAtX PETAL -THIS L•nWCaL UNDE Au -CUT MIN 3ID€WALlt vllJFq R p'�I wrn-1 FLAISED EDC+E SLOP �7L 1 4, 1A% FOROUR9DETAILS +r 5 F SEE 5ru FLAP, :os • 2-cr SIDEWALK ADJACENT TO CURB 1. I V cr hIIN ROU DING ,fr IIN] R UW p <4 I UxUDGE om ProzsTRAN Jtr ON) PREMOLDED ,oiNT FLLER TYPICAL WHERE APPLICAELE FOR CURS DEML3 BEE $T6 FLF►s 161 .E%1$T%NG RL?IlDV194Y CRUSHITO RDGKWkS `cRL4411M sIAWAiL IhOTOPGt71Ni6E FMI COMPACT TQ 95lT V001FIE❑ PROCTOR (UNI M Rf4UlREMENT WAIVED BY ENIMWER1 TYPICAL umDER ALL LY1Frs, GUTTER d 9WWALK MC UNDER OURS A 0UTtE fI TO @6 Tr TKK'A(M93 OR MATCH LYJSTING ROADWAV CRUSHM ROCK WE, WIUCHEVER L5 OFT-kTERFVP FOR ALL CORD A GUTTER) ! FINISHED dRAtTt 1' ppNt aE1.06'r TOP OF COWR= OVELAE FpR CURS DetAAS sE� sro P+ u� 1c, FLLILING t F'oR cLIRa Drr uLg ADJACENT TO CURB BARRIER - SEE 510fWAL K OFF 6TD FLAN I'M {STEEP FILL ; LOPCS) GDMTRACT•PLAPM t BARRIER FLUSH * w 1�% VERTICAL wAFu - Yi • I,rP} PREMOLDED JCJNT FtIER ADJACENT TO CURB AND RAILING OR WALL f DR SIDE TREATMENT $IuEWALK BUFFER STRIP OMWALKA"AMWTOWALLDETAIE SIDE9�" {SEE NOTE ID} mctpms 1rr IN1FL 1 16 y (Tvv I FORM" XT►IL5 HMA CLASS 2" (PG 58-22) (WSDOT STD 4" (MEDIUM -DUTY) SPEC 5-04 AND 9-03) CSBC (WSDOT STD SPEC 9-03.9 (3)) 6" (MEDIUM -DUTY) SUBGRADE PREPARED IN ACCORDANCE WITH RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, DATED SEPT. 11, 2019 BY GEOENGINEERS ON -SITE ASPHALT PAVEMENT 8" (HEAVY DUTY) PORTLAND CEMENT CONCRETE WITH FIBERMESH 10" (DRIVEWAY (WSDOT STD SPEC APPROACH) 5-05) 6" (HEAVY DUTY) CSBC (WSDOT STD � SPEC 9-03.9 (3)) 6" (DRIVEWAY APPROACH) Y` SUBGRADE T,sTrF�,w,_ e�aTo+LLFw,c, PREPARED IN oc„aiHc _ACCORDANCE WITH ' - 41 LADE. sr,LDOTH RECOMMENDATIONS / • 1 TROWEUD PERWEYER FIN13Hp ¢BADE rpH} HEi{3W TOP pF C01iCF1ETF OF THE StWLFACE fflR P1AlLTIFIG=FLLI9e1IFPAYED � �" � .-,• } CEMENT OONOAETECURB GEOTECHNICAL ADJACENT TO BUFFER STRIP � - {CURS Ahlll GUTTER SH[7� N FOR CUMDETMILK REPORT, DATED }� i SEE STD PLAN 101 SEPT. 11, 2019 BY GEOENGINEERS ir MOTES CEMENT CONCRETE PAVEMENT �ry 1 FeTtr foot of vu bld tstri wld[rI shatl � f'.- GOFFTRF1CnOFLJOINT ► • * � be the mle r um penTosw o " amesaible roufa rr,. hr•a of %er" ti.: = ,R91DEW1YJt CAl1r • *' +{. andnorttontarobstnlcllona.2MWa ga. FkhL•DEPTHE1tP�5NSI7NJDIMINeOFTi r Axes Corms, .Iur,elor%8aaaa } 'f } fir.• CURSAND 51DEWALK Iq1 SIp F1AlF N TS uaW Vaults, Pad Eloxas and D1har SYMBOL TO BE WHITE, a UMUGpu nanhwithSUAK8,�e,%allt �'" DOUBLE COATED, MUM de flush with burlace, End match � �= � C C.OhPTRACTIOH JOINT gaeeQ[[re6;dewalk JOJNTANQFINISH RETAIL MINIMUM STROKE - .. r . 1 "' � Z 2. Monolithic cemem Corwete Curb and , , , , • . WIDTH TO B E 3". 5-idewelk Is not perrnkhed In new For Othef felei emed NOTI`S see •. UmATucticn. When fepdate nj wg-rk STD PLAN 104-2. " necessitates A Murw ithlc Cem00 ent N Concrete G,rh bvlld PW WSDOT PREMCLOC Standard PWm F-30. I". JOIN7 FILLER Pave# BurlaCea must Drx,tpiy vyjtil 3, Cote ncreto by 4,I)m M. STD PLAN 102.1 as applIcaue. E FULL -DEPTH EXPAN s ION JCFINT STD T?� - i02 ALIGN WITH EDGE OF ID? PUBLIC WOR'. CEMENT CONCRETE PARKING STALL 24" MIN. DU pp I SJDEWALI[t . ' PUBLIC SIDEWALKS TO BE CONSTRUCTED WITH 4,000 PSI CONCRETE. ACCESSIBLE PARKING SYMBOL PRIVATE SIDEWALK TO BE CONSTRUCTED WITH 3,000 PSI CONCRETE. PAINTED ARROW DETAIL 1, SHEET 0 4" WIDE DOUBLE 4" WIDE ACCESSIBLE C-1.6 (TYP). COAT WHITE STRIPE DOUBLE PARKING SYMBOL 0 (TYP.) COAT WHITE DETAIL 3, SHEET f�5 STRIPE AT C-1.4 (TYP). 45% 18" O.C. 0 (TYP.) 9' 9r 9, 9, g, 5, 9, 9' 9, 8r 9, ACCESSIBLE SIGN WITH CURB (TYP.) VAN ACCESSIBLE SIGN. ACCESSIBLE SIGN WITH INSTALL ACCESSIBLE NOTES: VAN ACCESSIBLE SIGN. SIGN PER REGULATORY 1. SEE SITE PLAN FOR TOTAL LAYOUT. SEE GRADING AND DRAINAGE PLAN FOR GRADING DETAILS. STANDARDS AND DETAIL 4, THIS SHEET. 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 0 2 RECORD DRAWINGS 0 ® 2 RECORD DRAWINGS �a 1 RECORD DRAWINGS e NO. REVISION SCALE: 1'=10' SURVEYED: ZMALL SCALE: DESIGNED: J.GREEN NAVIX 09.29.22 JET NAVIX 06.10.22 JET DRAWN: J.GREEN ONE INCH NAVIX 05.17.22 JET CHECKED: J.TAFLIN AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: J.TAFLIN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M RESERVED PARKING VAN \CCESSIBLE GALVANIZED SQUARE TUBE SEE BREAK AWAY TUBE POST SLOPE TOP OF CONCRETE N TS NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE z LOWEST SIGN SHALL BE 7'-0" 0 I 'r W O O N LAI O N O C) r �A NAVIX 1 a -ITS 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 6ABET WASgI�� � itally sign y nelle T flin Date: 2022.09.3 .,pf\ A 418726:3A:33-0' M a 3500 P.S.I. P.C. ,'I.I.° . 3 CONCRETE BASE ENGINEERS CONSTRUCTION RECORD CERTIFICATION a Q< ° THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD 4'-0" CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR Z p VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD 12"0 MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT ui o REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY w CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, a ACCESSIBLE SIGN AND POST CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING LL N TS CITY OF RENTON Planning/Building/Public Works Dept. 4 CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q NAVIX CERTIFICATION Q BY R-412319 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS V W w z 0 I— z W w ARCO/M U RRAY DATE:09.26.2022 IL TOPGOLF RENTON FIEWBOOK: 780 LOGAN AVENUE NORTH PAGE: DRAWING RENTON' WA 98057 C-1.4 CL SHEET: 19 82 SITE IMPROVEMENT DETAILS OR 0 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. M N TM I W I- z O I- z LU W LL O 0 li O I - NOTES A CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH A CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4' - D" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING E MATCH CURB RAMP way must be contained within the width of the crosswalk markings. I LANDING ! WIDTH -SEE CONTRACT PLANS Y LANDING GRADE BREAK CURB RAMP ! 2. Where "GRADE BREAK" is Called out, the entire length of the grade break GRADE BREAK SEE CONTRACT PLANS - GRADE BREAK between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS - 4'- a" MIN. CEMENT CONCRETE 3. Do not lace Gratings, ,function Boxes, Access Covers, or other a urten- 4' - 0" MIN SIDEWALK -SEE NOTE 5 P 9 PP ances on any part of the Curb Ramp or Landing, or in front of the Curb PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. CEMENT CONCRETE TO SIDEWALK WIDTH 2'- 0" SIDEWALK _ SEE NOTE 5 (TYP.) SEE CONTRACT PLANS - MIN SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan * 4' - o" MIN. PLANS.- 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and FLARE (TYP.) aW EXPANSION * BUFFER WIDTH - MATCH Pedestrian Curb details. JOINT (TYP-) - SEE r TO CURB RAMP DEPTH STANDARD PLAN F-30.10 I V' P 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 318" EXPANSION j CURB RAMP (T .} ! Contract Plans for width and placement of sidewalk - STANDARD PLAN F-30.10 GRADE v 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the BREAK TRANSITION TO SIDEWALK BUFFER, IF GRADE BREAK PRESENT, OR TO SACK OF CURB (TYP.) - f• adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian r * * ?. * * SEE CONTRACT PLANS N, u y� Curb, or Sidewalks. M. 7. The Curb Ram length is not required to exceed 15 feet unless shown CURB, OR CURB A g CEMENT CONCRETE otherwise in the Contract Plans When applying the 15-foot max. length, _ CURB, OR CURB � 9 AND GUTTER - _ _ �Y-- - PEDESTRIAN CURB - SES NOTE 4 - AND GUTTER - I SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3°In. Use a DETECTABLE WARNING SURFACE - SEE NOTE 4 B I single constant slope from bottom of ramp to top of ramp to match into SEE STANDARD PLAN F45.10 DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. Do not include the FACE OF CURB FACE OF CURB SEE STANDARD PLAN F45.10 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 9. Pedestrian Curb may be omitted if the ground surface at the back of the w a Curb Ramp andlor Landing will be at the same elevation as the Curb n O CONTRACTION JOINT (TYP.) SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain. FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE w PLAN VIEW CONTRACTION JOINT EQUALLY SPACED A'- M MIN. CC PLAN VIEW } TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND 01 DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F45.10 SLOPE IN EITHER DIRECTION 4' - 0" MIN 15' - 0" MAX. (TYP.) GRADE BREAK 1.5 OR FLATTER RECOMMENDED FOR SEE CONTRACT PLANS SEE NOTE 7 DESIGN O R (2 SLOPE TREATMENT - COUNTER SLOPE - o 7.5% OR FLATTER RECOMMENDED FOR 5.0% MAX. OESIGNIFORMWORK (8.3% MAX ) SEE STANDARD PLAN F•30.70 * GRADE BREAK o TOP OF ROADWAY * 9.5% OR FLATTER RECOMMENDED FOR DES IG NIFO R MWOR K (1D°I6 MAX.) T LANDING CURB RAMP DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION (A j CEMENT CONCRETE CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE PEDESTRIAN CURB - PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F46.10 3" R. TYP DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 �� ISOMETRIC VIEW CURB RADIUS DETAIL (B) TYPE PERPENDICULAR A PAY LIMIT ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT 44, �O �� 2s6sq �D4141 0ISTS4 N ss1 ONA L •� - Air' fill+.•'.'.I, .�\l PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 4F 1 SHEET APPROVED FOR PUBLICATION All i STATE DHluN ENSINEFR Wvshinglon STals Deporlmonl of Trampv mion NOTES A A 1- The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, B �� c MIN. MAX, CURB WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of CURB RAMP, LANDING, CUT- SURFACE {DWS} - the DWS requires a concrete border around the DWS, a variance of up to 2 inches A 1.50" 2.4V' THROUGH OR WALKWAY SEE NOTE 3 on each side of the DWS is permitted. T B 0.65" - 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the A B l- D -� c 0.45" 0.9V' two leading corners of the DWS panel placed adjacent to the back of the curb, and with no more than a 2 inch gap between the DWS and the back of the curb measured b 0.9" 1.40" BACK OF CURB - 2'- 0" MIN. - at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS TRUNCATED DOME SEE NOTE 2 TYP, OF ALL ❑.2 o-� APPLICATIONS requires a concrete border around the DWS, a variance of up to 2 inches from the SECTION � back of the curb Is permitted (measured at the leading comers of the DWS panel). TRUNCATED DOME SPACING SEE NOTSEE STANDARD SPECIFICATIONS 3. The rows of truncated domes shall be aligned to be perpendicular to the grade E 3 FOR COLOR OF SURFACE break at the back of curb. TRUNCATED DOME DETAILS MATCH TO WIDTH OF CURB RAMP 4- The rows of truncated domes shall be aligned to be parallel to the direction of travel - CURB AND GUTTER LANDING, CUT -THROUGH OR 5- If curb and gutter are not present, such as a shared -use path connection, the WO Y WALKWAY Detectable Warning Surface Shall be placed at the pavement edge. DETECTABLE WARNING SURFACE DETAIL inOFFSET 6. See Standard Plans for sidewalk and curb ramp details. CURB RAMP LANDING SEE NOTE 8 7. 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, WALKWAY WIDTH OF WALKWAY 8. When the grade break between the curb ramp and the landing is less than or equal to WALKWAY WALKWAY �J WIDTH OF CUT- 5 ft. from the back of curb at all paints, place the Detectable Warning Surface on the THROUGH (TYP.) bottom of the curb ramp directly above the grade break. DETECTABLE WARNING a SURFACE (DWS) - WIDTH OF CUT -THROUGH n SEE NOTE 4 CURB RAMP J (TYP.) z BACK OF CURB rY LULL FLARE FLARE 2' _ p^ 2' - 0" MIN. SINGLE DIRECTION CURB RAMP -�-�_ m (GRADE BREAK BETWEEN CURB AND MIN. LANDING s 5 FT. FROM BACK OF CURB) (SEE NOTE 6f DETECTABLE WARNING DETECTABLE WARNING Ir LANDING BACK OF CURB - SURFACE (DWS) - SURFACE (TYP) - ua DIRECTION OF SEE NOTE 2 SEE NOTE 3 SEE NOTE 3 ¢ TRAVEL WIDTH OF CURB RAMP CURB RAMP m BACK OF CURB - rpi SEE NOTE 2 WIDTH OF PERPENDICULAR CURB RAMP WALKWAY � WALKWAY (SEE NOTE 6) ISLAND CUT -THROUGH WIDTH OF CURB RAMP, DETECTABLE WARNING LANDING, OR WALKWAY SURFACE (TYP.) - URB - 2 I' - 0" MIN. DETECTABLE WARNING SEE NOTE 3 \; ;;; Y gV WAS&� , " SURFACE (DWS) - SEE NOTE 3 _ .1411 BACK OF GURB BACK OF CURB - SEE NOTE 2 SINGLE DIRECTION CURB RAMP DETECTABLE WARNING (GRADE BREAK BETWEEN CURB AND SURFACE (OWS) - LANDING a 5 FT FROM BACK OF CURB) SEE NOTES 4 & 7 (SEE NOTE 6) g CURB RAMP CURB RAMP WALKWAY m LANDING WALKWAY � DETECTABLE WARNING BACK OF CURB - SURFACE {DWS} - SEE NOTE 3 SEE NOTE 2 WIDTH OF LANDING PARALLEL CURB RAMP (SEE NOTE 5) RAIL m� PATH OR WALKWAY PEDESTRIAN RAILROAD CROSSING SEE NOTE 2 MEDIAN CUT -THROUGH g o z Q [v WIDTH OF SHARED - USE PATH OR p'AZP`aC) WALKWAY (TYP.) 14NAL t WIDTH OF CUT -THROUGH �.'Ilr . tiri,u SHARED -USE (TYP.) PATH OR ROUNDABOUT $PLITTER WALKWAY DETECTABLE WARNING SURFACE ISLAND PAVEMENT SHOULDER EDGE STANDARD PLAN F-45.10-02 SHEET 1 OF 1 SHEET DETECTABLE WARNING APPROVED FOR PUBLICATION SURFACE (DWS) SEE NOTES 4 & 5 i STATE bESIM ENNNFER PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION MAPWoshfnglon STato Deponmanl of Transparfofion O 2 RECORD DRAWINGS O 2 RECORD DRAWINGS (�Q 1 RECORD DRAWINGS e NO. REVISION NOTES 4'-0"MIN - A 4'-o°MIN- - A SEE CONTRACT PLANS 318" {IN) EXPANSION JOINT [TYP,) -SEEEE SEE CONTRACT PLANS 1. At marked crosswalks, the Connection between the landing and the 318- EXPANSIONPEDESTRIAN CURE - JOINT (TYP-) - SEE PEDESTRIAN CURB - roadway must be Contained within the Width of the Crosswalk markings. SEE NOTE 9 30.70 STANDARD PLAN F-30.10 STANDARD PLAN F-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. B 3. Do not place Gratings, .function Boxes, Access Covers, or other appurte- SIDEWALK C nances on any part of the Curb Ramp or Landing, or in the Depressed CURB AND GUTTER SIDEWALK Curb and Gutter where the Landing connects to the roadway. I 3" R- 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and CURB AND GUTTER W.fi. Pedestrian Curb details. CURB RAMP 4'-0"MIN CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. .- SEE CONTRACT PLANS ` DETECTABLE WARNING SURFACE - 4'- D MIN. - SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. SEE STANDARD PLAN F45.10 SEE CONTRACT PLANS I J 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, o CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise shown in the Contract Plans). When applying the 15-foot max. length, w PLAN VIEW DETECTABLE WARNING SURFACE _ PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%. Use a single TYPE PARALLEL A SEE STANDARD PLAN F-45.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk m 4.-TMIN_ over a horizontal distance of 15 feet. Do not include abutting landing(s) in SEE CONTRACT PLANS GRADE BREAK thel5-foot max. measurement. When a ramp is constructed on a radius, the I 15-foot max. length is measured on the inside radius along the back of the ❑ O CONTRACTION JOINT (TYP.) -SEE STANDARD PLAN F30.1 SLOPE walkway. FOR CURB RAMP LENGTHS GREATER THAN 8'- 0"PROVIDE COUNTER TOP OF CONTRACTION JOINT EQUALLY SPACED X - 0" MIN. OC. %ti 5 ()'1' �Ao ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8.14. - DEPRESSED CURB AND GUTTER - 9. Pedestrian Gut may be omitted if the ground surface at the back of the CEMENT CONCRITE PEDESTRILANDING Curb Ram andlor Landing will be at the same elevation as the Curb CURB - SEE NOTE-7-9 j SEE STANDARD PLAN F-10.12 P 9 SECTION l A j AND NOTE 6 Ramp or Landing and there will be no material to retain. 4' . fl^ MIN. 15' - 0" MAX. {IYP.} LEGEND SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION 15,- 0" MAX. (TYP.) 4'-0" MIN. 15' SIDEWALK -0" MAX. {TYP) GRADE BREAK 1.5% OR FLATTER RECOMMENDED FOR SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK DESI GNIFORMWORK (2°% MAX.) _ a GRADE BREAK * 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ SIDEWALK GRADE BREAK C, FORMWORK (8.3% MAX.) - SEE NOTE 7 7k it 1k 7tr * CURB RAMP L PEDESTRIAN CURB - LANDING 1 SEE STANDARD EXPANSION PLAN FI T (T P) �p�T CURB RAMP Q SEE NOTE 9 0Q WAS a CURB RAMP LANDING 318" EXPANSION JOINT (TYP.) - 9 SECTION SEE STANDARD PLAN F-30-10 L SECTION ( B j (ALONG INSIDE RADIUS AT BACK OF WALKWAY) LJ � 0 25650 4 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE t�S�f 5 TB��~, PARALLEL B" PAY LIMIT - SEE NOTE S IONAL "CEMENT CONCRETE CURB RAMP TYPE ~ Geller. Scott PARALLEL A" PAY LIMIT -SEE NOTES I [In =4 lfl 1 F, 7:14 AM PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION 1. anMnnr. ;r li x siarE oesiGN ENGINEER ISOMETRIC VIEW ISOMETRIC VIEW ��J�^ Wvshinglvn Stoic Dvporlmonl 0l Trvnspar!¢linn TYPE PARALLEL A PAY LIMIT TYPE PARALLEL 8 PAY LIMIT 7�Y ROLLED CURB PER WSDOT STANDARD PLAN R1' F-10.12.01, BELOW. R34 R34' R1' R1' 1.35'� R1' 5.2'--1 R1' ROLLED CURE PER /90 �1' WSDOT STANDARD PAN Q Q Q Q F-10.12.01, BELOW. to , R1'- -9.2R1' PLAN VIEW (SCALE: 1" = 5) TRUCK 10" 1' - 0" `I, ROUNDABOUT LANE APRON 711 311 - MATCH TRUCK I FACE OF CURB APRON SLOPE � MATCH ROUNDABOUT 1/2" R. 1/2" R. LANE CROSS SLOPE TRUCK APRON 1/2" R r � � ROUNDABOUT LANE v o- 1> v o- r lY PORKCHOP WITH ROLLED CURB PER WSDOT STANDARD PLAN F-10.12-01 SURVEYED: ZMALL DESIGNED: J.GREEN NAVIX 09.29.22 JET NAVIX 06.10.22 JET DRAWN: J.GREEN NAVIX 05.17.22 JET CHECKED: J.TAFLIN BY DATE APPR APPROVED: J.TAFLIN SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N TS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF 1`R] RENTON Planning/Building/Public Works Dept. Q Q Q C) TOM W IL 4"IX �ITP 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 ��'16ABET WASg1�� � j itally sign y nelle T flin Date: 2022.09.3 A 41872s:3t:aa-�7�D0' X ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. NAVIX CERTIFICATION R-412320 BY IN COMPLIANCE WITH CITY OF RENTON STANDARDS z O H z LU W ARCO/M U RRAY DATE:09.26.2022 LlL TOPGOLF RENTON FIELDBOOK: J 780 LOGAN AVENUE NORTH PAGE: DRAWING N0: RENTON, WA 98057 C-1.5 13. 0 SITE IMPROVEMENT DETAILS SHEET: 20 OF: 82 M TOM LU F— z O F— z LU w LL J O 0 IL O F— Q LC� N N 0 N CLT Q a> cn cri O 0 ry / 0 o) c cn 0 PAINTED ARROWS NTS FACE OF CURB 13' 1 ' 10" I NOTES: 1. STOP BAR & TEXT TO BE SOLID WHITE THERMOPLASTIC. STOP BAR NTS 11 1 /4" (LAYOUT DISTANCE) R 1 1 /4" (TYP.) C-CURB NTS WH I TE THERMOPLASTIC in 1' 2' IN 1' 2' 1 2' 1 2' 1' / I I I I I I I I I 0.5' LENGTH PER PLAN CROSSWALK 4 NTS 0. 5' llll llllllll lull lllllllllllll 111 llll lllllllllllll llll ll lll�llllllll lull l 111 llllllllllllllll llllllllllllllllllllll llllllllllllllllllll lllllllllllllll lllllllll _, SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. VERTICAL SAWCUT 1/4" MIN > �• � a a NOTES: 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. 2. CONTROL JOINTS SHALL BE PLACED 15' O.C. MAX. EACH WAY 3. JOINT CONSTRUCTION: CONSTRUCT EXPANSION, WEAKENED —PLANE CONTROL (CONTRACTION), AND CONSTRUCTION JOINTS STRAIGHT WITH FACE PERPENDICULAR TO CONCRETE SURFACE. CONSTRUCT TRANSVERSE JOINTS PERPENDICULAR TO CENTERLINE, UNLESS OTHERWISE DETAILED. • WEAKENED —PLANE CONTROL OR CONTRACTION JOINTS: PROVIDE JOINTS AT SPACING OF 15 FEET, 0 INCHES ON CENTER, MAXIMUM EACH WAY. CONSTRUCT CONTROL JOINTS FOR DEPTH EQUAL TO AT LEAST 1 /4 OF THE CONCRETE THICKNESS, AS FOLLOWS: •• FORM TOOLED JOINTS IN FRESH CONCRETE BY GROOVING TOP WITH RECOMMENDED TOOL AND FINISHING EDGE WITH JOINTER. •• FORM SAWED JOINTS USING POWERED SAWS EQUIPPED WITH SHATTERPROOF ABRASIVE OR DIAMOND —RIMMED BLADES. CUT JOINTS INTO HARDENED CONCRETE AS SOON AS SURFACE WILL NOT BE TORN, ABRADED, OR OTHERWISE DAMAGED BY CUTTING ACTION. 4. CONSTRUCTION JOINTS: PLACE CONSTRUCTION JOINTS AT END OF PLACEMENTS AND AT LOCATIONS WHERE PLACEMENT OPERATIONS ARE STOPPED FOR PERIOD OF MORE THAN 1/2 HOUR, EXCEPT WHERE SUCH PLACEMENTS TERMINATE AT EXPANSION JOINTS. CONSTRUCT JOINTS IN ACCORDANCE WITH STANDARD DETAILS. 5. TRANSVERSE EXPANSION JOINTS: LOCATE EXPANSION JOINTS AT MAXIMUM OF 180 FEET ON CENTER, MAXIMUM EACH WAY UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION DRAWINGS. PROVIDE PREMOLDED JOINT FILLER FOR EXPANSION JOINTS ABUTTING CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, STRUCTURES, SIDEWALKS, AND OTHER FIXED OBJECTS. DOWEL TO B 6. BUTT JOINTS: FOR JOINTS AGAINST EXISTING PAVEMENT, PLACE TOP 1 /8" NO LUBRICATED 16" LONG DOWELS EIGHT INCHES INTO HOLES DRILLED INTO SEALING CENTER OF EXISTING SLAB. EPDXY DOWELS INTO HOLES WITH COMPOUND 1 /4" MIN. FELT FILLER APPROVED EPDXY COMPOUND. PLACE DOWELS PRIOR TO T = PAVEMENT PER WSDOT STANDARD CONCRETE PLACEMENT FOR NEW CONCRETE. DOWEL SPACING TO THICKNESS SPEC 9-04.1 BE 24 INCHES ON CENTER UNLESS OTHERWISE SHOWN ON TRANSVERSE EXPANSION JOINT DRAWINGS. SAW JOINT AND FILL WITH JOINT SEALER. CONCRETE JOINT DETAILS POURED JOINT SEALING COMPOUND I— L -TOP 1 /8" NO SEALING COMPOUND T = PAVEMENT THICKNESS CONTRACTION JOINT DOWEL DIAMETER = T/8 (IN) 15" LONG SMOOTH DOWEL © 18" O.C. VERTICAL POURED JOINT SAWCUT 1 /4" MIN. SEALING COMPOUND (FIRST POUR) SECOND POUR DOWEL SLEEVE 2 MIN. (CLOSED END) TO FIT DOWEL AND BE SECURED 1-1 /4" MIN. DOWEL TO BE CLEARANCE TOP 1/8" NO LUBRICATED SEALING COMPOUND CONSTRUCTION JOINT DOWEL DIAMETER = T/8 (IN) 15" LONG SMOOTH DOWEL @ 18" O.C. POURED JOINT SEALING COMPOUND 2" MIN TO FIT DOWEL AND BE SECURED 1-1/4" MIN. CLEARANCE O O O 1 C6 r a J amp NTS r., N s--=- -- O O _ _ d� DELIVERY TRUCK MANEUVERING DETAIL TOM 5 a SCALE: 1'=40' 4ALLVIX » 30 30" 'ITS I CIVIL 0 NOTE: NOTE: 11235 s.e. 6th street I suite 150 Q RIGHT TURN ONLY SIGN STOP SIGN WITH WHITE bellevue, wa 98004 WITH BLACK LEGEND ON ro WHITE BACKGROUND PER o STO LEGEND ON RED BACKGROUND PER MUTCD t: 425.453.9501 f: 425-453-8208 MUTCD STANDARD SIGN STANDARD SIGN R1-1. www.navixeng.com 0 N LY R3-5R. GALVANIZED GALVANIZED SQUARE TUBE NOTE: SQUARE TUBE NOTE: THE MIN. HEIGHT OF THE MIN. HEIGHT OF z THE BOTTOM OF THE z THE BOTTOM OF THE LOWEST SIGN SHALL LOWEST SIGN SHALL `J BE 7'-0" `J BE 7'-0" SEE BREAK AWAY 0 SEE BREAK AWAY 0 TUBE POST I TUBE POST SLOPE TOP CONCRETEO � OF CONCRET E TE� C • \ � C � 7=�s�1 d. . < 3500 P.S.I. P.C. ° CONCRETE BASE I'I ° I_ I d . N Q . H e ° n w 2'-0" 0 LU 12"0 0 LU NOTES: 1. RIGHT TURN ONLY SIGN PER MUTCD R3-5R. PLACE SIGN 2' FROM BACK OF CURB. RIGHT -TURN ONLY SIGN NTS O 2 RECORD DRAWINGS O 2 RECORD DRAWINGS �a 1 RECORD DRAWINGS e NO. REVISION C • ► C - !=;s�I >- a. . 3500 P.S.I. P.C. ° < CONCRETE BASE I'I ° N a. Q w 2'-0" a° a 0 w 120 c� 0 w NOTES: 1. STOP SIGN PER MUTCD R1-1. PLACE SIGN 2' FROM BACK OF CURB. STOP SIGN SURVEYED: Z.NALL DESIGNED: J.GREEN NAVIX 09.29.22 JET NAVIX 06.10.22 JET DRAWN: J.GREEN NAVIX 05.17.22 JET CHECKED: J.TAFLIN BY DATE APPR APPROVED: J.TAFLIN SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NTS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF 1`R] RENTON Planning/Building/Public Works Dept. ��'16ABET v R� pF WASgI�� � j ;tally sign y nelle T flin Date: 2022.09.3 fin\ A 4187�6:31:54-7�00' m ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. NAVIX CERTIFICATION R=412321 GeV IN COMPLIANCE WITH CITY OF RENTON STANDARDS z O F— z LU w ARCO/M U RRAY DATE:09.26.2022 TOPGOLF RENTON FIELDBOOK: 780 LOGAN AVENUE NORTH PAGE: DRAWING N0: 0 RENTON, WA 98057 C-1.6 O SITE IMPROVEMENT DETAILS SHEET: 21 OF: 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. Z O Z Ill LL J O 0 a. O F- N N O N N C2 (/ ) C3� O 0 U Q c 0 C Q� / c 0 c c- C3 / 2 x� U N a z 5 y .R 0o vai � •- z 0 o c ¢ 75 .3 a c m� - 0 92 aw5a �o a 0°o o �ao O t C c L 003�m u c ovw: 0- OE A G L nK 6° 2" GROUT B J H �M TYPE H DBI O 3 GRATE GROUT CONSTRUC JOINT c 54"0 RCP CONIC. FLOOR DRAIN SECTION (6:00) A ti e YELLOW (46' DIA.) TARGETS - (QTY 2) NOT TO SCALE A B C CONC LARGE (76' DIA.) TARGETS - NOT TO SCALE A SEQUENCE OF CONCRETE PLACEMENT CONSTRUCTION JOINT LID (6: DO) A G L 2" GROUT B J H M TYPE H DBI 3 GRATE 54"0 RCP GROUT C-/ K I RED VAULT REINFORCEMENT AND GRATE TO BE INSTALLED PER FDOT INDEX 232 FOR TYPE C DITCH BOTTOM INLET. TY 4 (9:00) D (3:00) D -J PLAN RED (15' DIA.) TARGETS - (QTY 4 SCALE: 1" = 10' D NOTE: VAULTS DO NOT ALIGN WITH MANHOLESH SEE CONIC VAULT DETAIL FOR DIMENSIONS. i SEQUENCE OF CONCRETE O PLACEMENT 2 -=t1 11 11 11 O _g I _3" (12:00) G 15'-6' , LID TYPE H DBI 3 GRATE "0 RCP [O D PLAN RCP TYPE H DBI 3 GRATE - - - A B C D E F G H I J 25 15 5.92 0 29.50 23.58 23.08 29.50 23.58 23.08 29.50 23.58 23.08 23.43 • 25 15 5.92 0 29.50 23.58 23.08 29.50 23.58 23.08 29.50 23.58 23.08 23.43 25 15 5.92 0 29.50 23.58 23.08 29.50 23.58 23.08 29.50 23.58 23.08 23.43 25 15 5.92 0 29.50 23.58 23.08 1 29.50 23.58 23.08 29.50 23.58 23.08 23.43 LID 50 46 5.92 0 29.50 23.58 21.91 29.50 23.58 21.91 29.50 23.58 21.91 22.58 • 50 46 5.92 0 29.50 23.58 21.91 29.50 23.58 21.91 29.50 23.58 21.91 22.58 90 76 5.92 0.5 29.50 23.58 21.91 29.75 23.83 22.16 30.00 24.08 22.41 22.58 • 125 76 5.92 1.5 29.50 23.58 22.83 30.25 24.33 23.58 31.00 25.08 24.33 22.58 150 76 5.92 1.5 30.00 24.08 23.58 30.75 24.83 23.33 31.50 25.58 25.08 23.08 185 76 5.92 1.5 31.00 25.08 24.58 33.90 27.98 27.48 32.50 26.58 26.os 24.08 215 LINEAR 4 - 33.50 29.50 29.25 - - - 100-YR WSE 25.00 RED SLAB THICKNESS: 6.00 INCHES GREEN SLAB THICKNESS: 1 20.00 INCHES BLDG SLAB 30.50 YELLOW SLAB THICKNESS: 20.00 INCHES BROWN SLAB THICKNESS: 1 9.00 IINCHES 12" STORM INLET GRATE (NOTE: ALT. DESIGN WITH STORM PIPE THROUGH SIDE WALL.) IRATE SHALL HAVE OPENING OF NO MORE THAN 1.68" IN ONE DIRECTION TO PREVENT GOLF BALL FROM PASSING THROUGH / OUR TARGET FLOOR / VER TOP OF THE RIM OF HE CONCRETE VAULT * \ PLAN �r-1I m I �Y o(, m O cc -1 11-I :..,•. a _ O Q O=¢ ONC VAULT III III I I ILI EDGE , SECTION CO N C VAULT DETAILS * THE PRECAST VAULT DEPTH 5 24" LESS THE FLOOR SLAB THICKNE SI WHEN THE SCALE: 1" = 5' FLOOR 15 POURED OVER TOP, THE TOTAL FLOOR TO FLOOR CLEAR DIM WILL BE 24" OF DEPTH. RFor`�MN MH RFD, Y�<<OW z 2&MH GREEN �RED 3&MH LID YELLOW 2 MH rYPE H DBI I 1 RcD 4 al'tA" 3 GRATE y l TARGET ALIGNMENT SITE PLAN SCALE: NO SCALE STEEL POLES FOR NETTING BY OWNER CONTRACTOR \ ANGLED SCORING NET BY OWNER CONTRACTOR\ TRENCH SCORING TARGET GEAR BI OWNS CONCETE RETAINING WALL B =107' ORE SLA BLACK (TRENCH) TARGET - (QTY 1 SCALE: 1" = 5' aRECO2 RECORD DRAWINGS O 2 RECORD DRAWINGS �Q 1 RD DRAWINGS e NO. REVISION MH TARGET SLAB THICKNESS I RED-4 1 6" 1 K L M - NA 29.50 23.60 29.50 0.00 NA 29.50 23.60 29.50 0.00 NA 29.50 23.60 29.50 0.00 NA 29.50 23.60 29.50 0.00 20.58 29.50 23.60 29.50 0.00 20.58 29.50 23.60 29.50 0.00 20.58 30.00 24.20 30.00 0.00 20.58 31.00 25.30 31.00 0.00 21.08 31.50 25.80 31.50 0.00 22.08 32.50 26.80 32.50 0.00 BLUE SLAB THICKNESS:j 6.00 INCHES WHITE SLAB THICKNESS:j 6.00 INCHES BLUE 1T MH I TEELINE ARC FOCAL POINT General Notes 1. CONCRETE WALL AND FLOOR SLAB TO BE DESIGNED BY STRUCTURAL ENGINEER/DESIGNER. 2, EACH INDIVIDUAL TARGET MAY HAVE VARYING WALL AND FLOOR SLAB THICKNESS. THE SUBGRADE ELEVATIONS IN THE TARGET ELEVATION TABLE MAY NOT BE APPLICABLE IN THAT APPLICATION. SURVEYED: Z.NALL DESIGNED: J.GREEN NAVIX 09.29.22 JET NAVIX 06.10.22 JET DRAWN: J.GREEN NAVIX 05.17.22 JET CHECKED: J.TAFLIN BY DATE APPR APPROVED: J.TAFLIN SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY co n WHITE No. REVISION DATE TARGET CIVIL DETAIL SHEET TOPGOLF RENTON RENTON, WA QTOPGOLF 1717 McKINNEY AVE . DALLAS, TEXAS 75202 DRAWN: MCB DATE: 12/11/19 SCALE: VARIES SHEET: 1 OF 3 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON • Planning/Building/Public Works Dept. O O O O 1 C6 r a J N N O O O 1 r NAVIX 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com C9 Z G G R-412322 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS V W Z O ARCO/M U RRAY TOPGOLF RENTON 780 LOGAN AVENUE NORTH RENTON, WA 98057 TARGET DETAILS II Tr IA, DATE: 09.26.2022 J FIEWBOOK: O PAGE: DRAWING NO: C-1.7 IL SHEEP: 22 OF: 82 O I- SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. N N O N ccT N n O cn O Ifid LAI N O N O O O (4) r V 0 Z z O I— z NW w LL J O O H SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. N N O N ccT N n O cn O Ifid LAI N O N O O O (4) r V 0 Z z O I— z NW w LL J O O H SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. M r I O I w F_ z O H z LU w LL O 0 li O I_ Q N LI7 N N O N CCT O_ a) C/) ER SECTION T 3E 5E. W.M. C IN CASE, DN. 0.5' 4/17/18) IN1/2C MARK IN 2-1/2" ISK IN • CASE. DN. 0. ' v W W W W W W W W W w W W W. W. — W W W W W — W— w SS SS SS SS SS —SS —SS SS SS N v v �S T _ — ss ss- I I ss- s- ss- s� s 34.50'Ln — o0 W .�. .�. �.W. �. �.�. ;'• .�.WWW.WWW.�.W .�.WWW.W WW .�.�.�. . . . . ... W W �•�• ..�.�.�.� �. .�..�.�.� ,�. .�. ..�. �..�.�. W W — .� . t • W W 'ram• �Ir T . T .��. .�W .�� . .� W .� W i ���� �r .�_� illrY�lrr1 J� i' Y T .11=t. — W W •. ` ��' -7 - S` — - - S° MIXED -USE PARCEL 1 W W I T 10' STORMWATE FA 1 $'' �L���`��� EASEMENT R . 201008030 65 � B .. •, ,.h•`.' � ice.. 8 �' -ir •• y,rr Y�a•l 8 A.K♦: ❑ � N 8 1 I :'� uuuuu000 uuuu II r 2I OESHEETCSEESHEETC. � ..W. .. SEEE SHEET Cml ml 3 1 z I `� A I I 6 Ill Z 160 in o� Ll -n 1 THE B ING CO. ..... (NOTPART) �' N A � � I � T A3 A3 A3 a.. t O ^ x I F F F� F r� ^ F � x F F FC F^ F F EV 7T� T � • �i A=2'16'26" P.7- ___L =JJ C C �W� X w X J-2h U6 W 563 J r 0 25 50 100 r SCALE: 1 inch = 50 ft. M Cfl O O O N 0 0 0 1 () r �A "'I"lX 1 a 7ITP 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 L16AB E v R� pF WASgI�� � itally sign y nelle T flin Date: 2022.09.3 418746:3a:06-�z�D0 m 1 ENGINEERS CONSTRUCTION RECORD CERTIFICATION to THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN W FND 'X' I18)CON= H INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD j CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR z VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, a CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q NAVIX CERTIFICATION Q R-412325 BY O IN COMPLIANCE WITH CITY OF RENTON STANDARDS V W i z O H z NW w SURVEYED: SCALE: DATE: Z.NALL HORZONTALL•NAD D191988 83/1991 ARCO/M U RRAY 09.26.2022 J DESIGNED: ll;%Rl CITY OF FIELDBOOK: 2 RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN TOPGOLF RENTON 0 2 RECORD DRAWINGS NAVIX 06.10.22 JET DRAWJ.GREEN RENTON 780 LOGAN AVENUE NORTH PAGE. O ONE INCH DATUM (�Q DRAWING NO: Q 1 RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: AT FULL SCALE G� J.TAFLIN IF NOT ONE INCH Planning/Building/Public Works Dept. 98 RENTON WA057 C-1.1 O a NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY OVERALL HORIZONTAL CONTROL PLAN SHEET: OF: O J.TAFLIN 1 25 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SEE SHEET C-1.12 FOR CONTINUATION z O H z LU w U. J O 0 a. O H Q N LI7 N N O N CCT O_ a) C/) z 5 LLI L(7 rx r L. tJ VI t-.% I V t--N V C 11 2 RECORD DRAWINGS NAVIX 09.29.22 JET 0 ® 2 RECORD DRAWINGS NAVIX 06.10.22 JET �Q 1 RECORD DRAWINGS NAVIX 05.17.22 JET e NO. REVISION BY DATE APPR 9014 R-412326 4a 0 15 30 60 SCALE: 1 inch = 30 ft. O O O O N N O N O O O d� r �A �"lx a 'ITF 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 ��'1WA 6ABET itally sign y nelle T flin Date: 2022.09.3 418726:32:16-0 m ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. NAVIX CERTIFICATION BY IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: Z NALL SCALE. VERTICAL: NAVD 1988 ARCO/M U BRAY HORIZONTAL: NAD 1983/1991 CITY O F DESIGNED: J.GREEN '- � RENTON TOPGOLF RENTON DRAWN: 780 LOGAN AVENUE NORTH J.GREEN ONE INCH DATUM CHECKED: AT FULL SCALE RENTON WA 98057 J.TAFLIN IF NOT ONE INCH Planning/Building/Public Works Dept. APPROVED: SCALE ACCORDINGLY HORIZONTAL CONTROL PLAN J.TAFLIN DATE: 09.26.2022 FIELDBOOK: PAGE: C-1.11 SHEET: 26 OF: 82 ♦V♦ V z a O U W w z O F- z NW w LL tO V O F— z 0 F- z W w LL 0 cD li 0 F- Q N LI7 I N N C) N CCT n a) cn ■■ c U) 3 II Ic c Ci I � Cn a (n 2.5' FDIC DTI 4 4I 4 4 4 4 4 4 4 4 4 -1 4 4 I� 4 4 4 4 4 4 4 4 4 4 4 41 41 4 6 a a a a s a r4> 4 4 4 4 41 4 4 4 �> 4 41 4 1. 4 41 4 3, 4 4 a 4 4 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SEE SHEET C-1.13 FOR CONTINUATION ' N:183724.1900 '--E: 1301649.7584 9� � � (TYP) �� �h CENTER OF NET POLE c � RA S' I N:183726.5191 E: 1301593.8069 R75> iv 0 15 30 60 CENTER OF NET POLE , _ _ 4 4 N C° 4 4 -as rS41) - �2� u x x x SCALE: 1 inch = 30 ft. O i7ol -> a a -> -> -> O N: 183578.5378 35.32236 -> O E:1301613.2099 E:13016 S "r. ���,�,���, �T CENTER OF N� PEE_ q O CENTER OF WHITE TARGET a N Ta (� N:183728.7409 N:183485.3636 �- �E:1301537.8542 E:1301573.3610 CENTER OF NET POLE CENTER OF NET POLE X U N: 183637.7744 N:183466.4036 0 E: 1301498.5756 E: 1301520.6683 CENTER OF BLUE TARGET CENTER OF NET POLE 1� yI THE BOEING CO. S � 4' I ( T APART) o (TYP) N:183447.4436 E: 1301467.9756 O CENTER OF NET POLE R 5' - X N:183731.1219 a U -E:1301481.9015 I O CENTER OF NET POLE TOM4 a D j A' ~ v N: 183733.4233 E: 1301425.9488 CENTER OF NET POLE N: 183735.7247 E:1301369.9961 CENTER OF NET POLE N: 183738.0261 E: 1301314.0434 CENTER OF NET POLE N:183740.3275 E:1301258.0907 4 CENTER OF NET POLE 4 4 4 4 4 4 4 �I 4 4 4 4 4 4 N: 183552.8326 E: 1301435.0548 CENTER OF BROWN TARGET N:183428.4837 2 E:1301415.2830 CENTER OF NET POLE 4 4 4 i� MPACT COMPACTMCOM-COMPACTCOMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT t o. N:183409.5237 ^�` h SAS, E:1301362.5903 ����. ���1� �4 4� CENTER OF NET POLE 9 4 4 N:183574.9535 E: 1301325.7758 ' <-D CENTER OF GREEN TARGET g Q �q -7> > N:183390.5637 E:1301309.8976 CENTER OF NET POLE 6 4 4 �. 4 24'- R4' 3�9 6 N:183371.6037 s E:1301257.2049 CENTER OF NET POLE s :183494.0774 j 4s moo` : 1301223.1748 ENTER OF YELLOW TARGET 4� R 4' N:183622.4746 E: 1301204.4487 CENTER OF YELLOW TARGET N:183352.6437 E: 1301204.5122 ..: CENTER OF NET POLE SEE SHEET C-1.11 FOR CONTINUATION 2 RECORD DRAWINGS 00 2 RECORD DRAWINGS �Q 1 RECORD DRAWINGS e NO. REVISION SURVEYED: Z.NALL DESIGNED: J.GREEN NAVIX 09.29.22 JET NAVIX 06.10.22 JET DRAWN: J.GREEN NAVIX 05.17.22 JET CHECKED: J.TAFLIN BY DATE AP P R APPROVED: J.TAFLIN SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M , 4 4 4 4 R4.5' 4 S 4 Loa-p �9 CO1 19' - �- 24'--ln 16' -4, om 4 R4.5' 4�4� 4o a 19, 3 -YP % CITY OF RENTON Planning/Building/Public Works Dept. 16' O Q O O r �A "'I"lX 1 a -ITS 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 6ABET v R� pF WASgI�� � itally sign y nelle T flin Date: 2022.09.3 418726:32:28-0 m ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD I CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR Z VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q NAVIX CERTIFICATION Q R-412327 BY 0 V IN COMPLIANCE WITH CITY OF RENTON STANDARDS W i z 0 F- z NW w ARCO/M U RRAY DATE:09.26.2022 TOPGOLF RENTON FIELDBOOK: 780 LOGAN AVENUE NORTH PAGE: DRAWING N0: RENTON, WA 98057 C-1.12 a0 HORIZONTAL CONTROL PLAN SHEET: 27 OF: 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. z O F- z W LL J O (/�D li O F— Q N LI7 I N N 0 N CCT n a) C/) ■■ c U) a cn 0 1P A Rlg� A VP KI . I I a o R 35' � z im`7 I O IV) Q ❑ U � .Q N W U LnLJj I Cl)al I O cfn I O u7 � V) � U-) > Ln N > I I-Q0L N I I I I � I X z I ��Q- LL _ t T�AJ o C I I � N � � cr CN 51 I ZI I L, s . Ir 12.5' R :? �� Ln Ir DEDICATI NI ��� R2, �, CC Nei ; i co 11 TYP �"�70, N:183627.9318 N:183573.4963 A �d,� o E:1301693.3486 E:1301701.2029 S• N o CENTER OF NET POLE CENTER OF NET POLE �_ j j j j j j j 7 Y lOtldW00 lObdW00 10tldW00 lObdW00 10tldW00 10bdW00 tldW00 lObdW00 lOtldW00 �— 24' i lOtldW00 lObdW00 10tldW00 lOtldW00 tldW O lObdW00 lOtl 00 lOtldW0 WOO lOtldW00 lOtldWOJ 10tldd,, 19' 24' 1 19' 19' 1 24' 1 19' 19' 24' 4 4 4 19' 4 14 4 4 4 4 4 N:183523.2836��', 19' ------------ �,40 E: 1301678.7464 24' 'per ;� (TYP) c CENTER OF NET POLE S- 4� a > a a —�> 4 -> a� ■� NwEim, I =omit vwm SEE SHEET C-1.12 FOR CONTINUATION 2 RECORD DRAWINGS 0 ® 2 RECORD DRAWINGS �Q 1 RECORD DRAWINGS e NO. REVISION SURVEYED: Z.NALL DESIGNED: J.GREEN NAVIX 09.29.22 JET NAVIX 06.10.22 JET DRAWN: J.GREEN NAVIX 05.17.22 JET CHECKED: J.TAFLIN BY DATE APPR APPROVED: J.TAFLIN SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 4a 0 15 30 60 SCALE: 1 inch = 30 ft. O O 1 C6 a D J I x CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 27SS www.navixeng.com SS ss I �LI 6ABET .� pF WASgI ?' — itally sign nelle T flin y Date: 2022.09.3 ,o 418726:3a:38,�0' � �o��s'SIONAL ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD — CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR Z VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, a CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q NAVIX CERTIFICATION Q R-412328 BY O V IN COMPLIANCE WITH CITY OF RENTON STANDARDS W w z O F- z NW w CITY OF ARCO/M U RRAY DAB 09.26.2022 J % TOPGOLF RENTON O FIELDBOOK: RENTON 780 LOGAN AVENUE NORTH PAGE. DRAWING N0. Planning/Building/Public Works Dept. RENTON, WA 98057 C-1.13 a O SHEET: 28 OF: 82 HORIZONTAL CONTROL PLAN SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. z O F- z LU w LL J O 0 IL O F- tz Q N rO d-i N N O N N Q G� (/) 0 U i Q / 0 3, VD >Hi f FND F IN 2— CASE, (4/17 A=2`16'26" !ER SECT10i, GE 5E. W.M. C IN CASE, 1\ 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 CONTINOUS 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) 11) 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) 111) 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 OCNTRUCTION 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. 0 2 RECORD DRAWINGS NAVIX 09.29.22 JET 0 ® 2 RECORD DRAWINGS NAVIX 06.10.22 JET �p Q 1 RECORD DRAWINGS NAVIX 05.17.22 JET \� e NO. REVISION BY DATE APPR R-412329 AN �j 0 25 50 100 r SCALE: 1 inch = 50 ft. M Cfl � O O 1 O N N O N O O O 1 d� r �A 4"lx a 'ITF 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 ��'1WA 6ABET ?� itally sign y nelle T flin Date: 2022.09.3 418726:32:51- zoo. m ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. NAVIX CERTIFICATION BY IN COMPLIANCE WITH CITY OF RENTON STANDARDS i� SURVEYED: SCALE: Z.NALL HORIZONTAL: NAD/983/1991 ARCO/M U RRAY DEsIcJ GREEN o CITY OF TOPGOLF RENTON DRAWN: R E N TO N J.GREEN ONE INCH DATUM v4uvv 780 LOGAN AVENUE NORTH CHECKED: AT FULL SCALE RENTON WA 98057 J.TAFLIN F NOT ONE INCH Planning/Building/Public Works Dept. APPROVED: SCALE ACCORDINGLY FIRE TRUCK MANUVERING PLAN J.TAFLIN z O F— z 11111 Ii DATE: 09.26.2022 LL FIELDBOOK: O PAGE: DRAWING NO: 0 C-1.14 Ill. SHEEP: 29 OR 82 O SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. z O F_ z W w LL O 0 a O H n N N O N CLT Q CD Cn CD O N 0 U Q / 0 C OJ / c 0 A -• •�� �loin t I � n n n n n n 11■►1 III ■is0 MINEII.� �� :: _ • -• • , • Ili' I I ��` QS�' � � �' ��' �• �' , r' � ����� �— � II_I■I , y�� .. I ■ ■� • I �� 1 • " N� ii1_���i����s�fs�=�:���hs AWAGrt��'���•�i'�i'��'���— �C�'��`71��•!� � ��'���i'��• w�i-s��'�i�'71'► �!! �1� ME 11111 ► %%/� � 1������ � � �I l i! 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W/1' CONC. LIP N. - " I cn 0. PAT OF CORNER THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN / ivD 'X' IN CONC. W/LATH INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD NE rn�L. I CONDITIONS OF THE NEW CONSTRUCTION SHOWN BASED UPON OUR LEGEND 17 MINOR CONTOUR 20 MAJOR CONTOUR ____-30-- EXISTING GRADE — — —RIDGE— — — RIDGE ,/-30.0 PROPOSED SPOT ELEVATION 1�2.0% SLOPE ARROW TIC TOP OF CURB BC BOTTOM OF CURB TW TOP OF WALL BW BOTTOM OF WALL M.E. MATCH EXISTING TP TOP OF PAVEMENT DETAILED GRADING AREA 2 RECORD DRAWINGS O 2 RECORD DRAWINGS �Q 1 RECORD DRAWINGS e NO. REVISION SURVEYED: Z.NALL DESIGNED: J.GREEN NAVIX 09.29.22 JET NAVIX 06.10.22 JET DRAWN: J.GREEN NAVIX 05.17.22 JET CHECKED: J.TAFLIN BY DATE APPR APPROVED: J.TAFLIN VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD Z MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, a CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q NAVIX CERTIFICATION Q R-412330 BY o IN COMPLIANCE WITH CITY OF RENTON STANDARDS V W i z O F_ z W w SCALE. VERTICAL: AD 1 83/1 ARCO/M U RRAY DA�•09.26.2022 J HORIZONTAL: NAD 1983/1991 CITY OF ® TOPGOLF RENTON FIELDBOOK: RENTON 780 LOGAN AVENUE NORTH PAGE: 0 ONE INCH DATUM • DRAWING N0: AT FULL SCALE RENTON WA 98057 C-2.0 a IF NOT ONE INCH Planning/Building/Public Works Dept. O SCALE ACCORDINGLY OVERALL GRADING PLAN SHEEP: 30 OF: 82 n r� r� Ln N N O N N Q N Cn CD 0 N 0 U Q / 0 C OJ / (D c U) N � � o / V) / F- I / I\ ao z F- z ��- LU s w L z J 2 O a.� I O \28 v1 ` 5.0%AXl LON ITUDI IDEW 128.3 SL P . 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BC o 29.46 BC 30.65 BC 30.83 TC ?s - - 30.33 BC L 30.11 TP 4 �� �� 0 TP 30.51 TP I c° 9.8 TP 29. 2 2 .6� 31.15 T£ - 23 FG _----- 30.20 FG 0 TP U ` I D G E 30 0.32 FG 30.53 FIG i° A 30.50 TP III � ( b' 30.53 TP 30.73 C 30.79 TC I I \ 30.23 C 30.55 BC 30'29 30.53 TP i li \I 30.60 TP ro 31 .79 cS S 0 30.t9 BIC M I 30.20 TP III 30.27 TP 30.67 TPJ 30.62 TP 30. 6 TC L a w 29. 6 BC _--__ 0 3 29.67 TC 30 30.02 T OQ DDCVA \ 30.2 B �.12 TIC ^29.17 BC \ m Bj 29.54 TC n < w r29.04 BC 29.71 TP 29.62 TIC o ------------ .53 TC / /29.12 BC I I 29.37 TP 29.03 BC �p �8.29 93 - BC 3g.TC' 14 8g I �� TP 29.43 TP 29.25 TC -- --- -1 TP O 29.31 SS 1.0% 28.75 BC O i N� 29.60 TC _ 29.10 BC 29.93 TC - - 0 _ - 29.43 BC 29 29.21 TP O 30. 5 TC 9.7 TC FG \ U C 29 O 0 �, 9.2 BC / .45 TC 30 5 C 30 34 C 0 0 Qs 30 21 T 1 TP p 29.95 BC 1 - 29 84 C 3� 29. 1 B ^�lz _ 30.45 FG 30.00 TC - 1 TC 30.34 FG / nn 29.50 BC J 30 ,^ ^ 30 l 30.26 FG •III/Im,�,0BIN10 IN �AM1010- Ilk JfLOPI�F \\ \IR �. '� L30 IWILii Irk\��[. �... - .��1�/��► a.1, r��� •- -7 7 MINOR CONTOUR 20 MAJOR CONTOUR --_--30-- EXISTING GRADE - - -RIDGE- - - RIDGE �30.0 PROPOSED SPOT ELEVATION �2.0% SLOPE ARROW TC TOP OF CURB BC BOTTOM OF CURB TW TOP OF WALL BW BOTTOM OF WALL M.E. MATCH EXISTING TP TOP OF PAVEMENT - - - - - - - - DETAILED GRADING AREA 0 2 ® 2 ae� 1 NO. RECORD DRAWINGS RECORD DRAWINGS RECORD DRAWINGS REVISION SURVEYED: Z.NALL DESIGNED: J.GREEN NAVIX 09.29.22 JET NAVIX 06.10.22 JET DRAWN: J.GREEN NAVIX 05.17.22 JET CHECKED: J.TAFLIN BY DATE APPR APPROVED: J.TAFLIN �30.42 FG - SCALE: VERTICA HOR ZONTALL NAD ID 198 1991 ® CITY OF RENTON ONE INCH DATU M • AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. SCALE ACCORDINGLY 4a 0 15 30 60 SCALE: 1 inch = 30 ft. HAVIX -ITS 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 6ABET v R� pF WASgI�� � j itally sign y nelle T flin Date: 2022.09.3 0 418726:33:16-0 m r 0 N ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR z VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, a CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q NAVIX CERTIFICATION Q R=41233 BY O V IN COMPLIANCE WITH CITY OF RENTON STANDARDS W w z O F- z W w ARCO/M U RRAY DATE:09.26.2022 UL TOPGOLF RENTON J O FIELDBOOK: 780 LOGAN AVENUE NORTH PAGE: DRAWING N0. RENTON, WA 98057 C-2.1 a0 GRADING PLAN s"E�` 31 °F` 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. m m7 `IIIIIIm/ CNI "litIII lie w F Z 0 F- Z W w LL 0 0 a. F- n r� r� N N O N CLT Q CD (/-) CD O N 0 U Q / 0 C / 0 Ill II �MI �= I 00�, I I I � C � I I 0 ) 10 N � I CD 1 I � 00 (n I N s I LEGEND SEE SHEET C-2.3 FOR CONTINUATION 7 -, I _ - LLJ w � 0 34.25 FG d _ 38� L` 30.94 TC 4� �� =17 O ~ I 30.60 TC n 30.88 TC 30.06 BC 30.44 BC 1 09 �30.71 TC 30.89 TIC 1.0%z 30.10 BC30.38 BC cn I � w 0 30.21 BC= .4% 30.39 BC _ �0 30.61 TC I � 0 1- O O -� 30.11 BC 0 � 0 34 _ 30.66 TC30.90 30.40 TP -'� �� - 33.90 FIG 30.16 BC 30.40 BIC 30.48 BC 1.51 TC 29.77 TP 34 `- _ O t 31.20 C / 1.01 BC 30.49 TC 33.90 FG _ 3 .61 C ,yp 29.99 BC 30.70 BJ 31. 0 T \ i \ 3 11 C - ------ 33 \ / / „N 1 ) 1 30.)'0 B - - - - to S 1 ' 30.92 TIC 30.42 BC _ _ - ^� 31\08 TCWo\�- / , 30.58 BC I � - �-0 S = -S S S S S 30.72 TC \\ O 32.25 FIG �� y y°A I 30.22 BC -0---------------- / - ---------\\ I 30.88 TC 30.38 BC THE BOEING CO. � KInT APART) 7 MINOR CONTOUR 20 MAJOR CONTOUR --_--30-- EXISTING GRADE - - -RIDGE- - - RIDGE ,/-30.0 PROPOSED SPOT ELEVATION 1�2.0% SLOPE ARROW TC TOP OF CURB BC BOTTOM OF CURB TW TOP OF WALL BW BOTTOM OF WALL M.E. MATCH EXISTING TP TOP OF PAVEMENT DETAILED GRADING AREA C �o 3.0% 3.2% f- 30.71 TC 30.21 BC \ 31.1 TC \ 30.6 \ BC I I 30.95 TC OO �1 I 30.45 BC io 31.48 TC U I I 30.98 BC (FACE OF CURB) o I 30.48 BC (BACK OF CURB) 30.65 TC 30.91 TC 337 30.15 BC 30.41 BC "30� / 31.70 TC \ ,� 30.76 TC 30.46 TC \\ 31.20 BC \ '� 30.26 BC 29.96 BC 30 1 3% 0 30.62 C 1 _ •,S ` COMA COAnP^ (',f. A C^1:^^,r- = COMPA ON2L4 30.12 A,'+T-- _ C COMPACT F- 31.10 TC p °1 641 30.60 BC 30.94 TIC 31.12 TC \30.44 BC 30.62 BC 2.0%= 3.1% 19 30 )31.23 TC 30.73 BC 31.54 TC 31.04 BC 30.38 TC v0 30.54 TC / 29.88 BC 30.04 BC - 30.67 TC 5.9% QQ 30.17 BC LA 4 2% 31.02 TC 0 rn 1 r 30.52 BC .38 TC N g 29.8 � 6 Lo \ 30.80 TC a \ 30.30 BC 30.54 TC \ 30.04 BC 30.76 TC 30.26 BC N \ 30.20 TC p \ 0 29.70 BC 30 _ 30.42 TC 2g \1 0 29.92 BC 30.32 TC o' '"� / 29.82 BC 30.74 TC 30.24 BC 29.94 TC 30.10 TC lg 0.4q I 3.7%`0 29.44 BC 29.60 BC O� _ R I 29.93 T 29.43 B� - ( ' 30.30 C •Os I I / 29.80 BC Q a34 I 30.24 TC � 29.74 BC \, � 5 1 2% SEE SHEET C-2.1 FOR CONTINUATION 0 2 ® 2 ae� 1 NO. RECORD DRAWINGS RECORD DRAWINGS RECORD DRAWINGS REVISION SURVEYED: Z.NALL DESIGNED: NAVIX 09.29.22 JET J.GREEN NAVIX 06.10.22 JET DRAWN: J.GREEN NAVIX 05.17.22 JET CHECKED: J.TAFLIN BY DATE APPR APPROVED: J.TAFLIN SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 31.38 Tic 30.88 BIC I� 31.08 TC 30.58 BC 31.47 TC y 30.97 BC I 31.32 TP TO 31.36 TC 30.86 BC 30.79 TC 30.29 B \ 1 o t I-� 30.42 TC 29.92 BC N 29.75 TC �- 30.71 TC 29.25 BC 30.21 BC 30.82 TC I a 29.98 BC 0 30.61 TC 17 � 29.95 BC 1 30.42 TC 29.92 BC ;;7iF 1 � I ■ 1 p � I � I � � I % CITY OF RENTON Planning/Building/Public Works Dept. 96 TC 46 BC 48 TC 98 BC 30.09 TC 29.59 BC 30.00 TC 29.50 BC 4a 0 15 30 60 SCALE: 1 inch = 30 ft. HAVIX -ITS 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 WA 6ABET itally sign wqanelleT flin Date: 2022.09.3 0 418726:3,a:26 m r Q N N N Q TOM LPL SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 31.38 Tic 30.88 BIC I� 31.08 TC 30.58 BC 31.47 TC y 30.97 BC I 31.32 TP TO 31.36 TC 30.86 BC 30.79 TC 30.29 B \ 1 o t I-� 30.42 TC 29.92 BC N 29.75 TC �- 30.71 TC 29.25 BC 30.21 BC 30.82 TC I a 29.98 BC 0 30.61 TC 17 � 29.95 BC 1 30.42 TC 29.92 BC ;;7iF 1 � I ■ 1 p � I � I � � I % CITY OF RENTON Planning/Building/Public Works Dept. 96 TC 46 BC 48 TC 98 BC 30.09 TC 29.59 BC 30.00 TC 29.50 BC 4a 0 15 30 60 SCALE: 1 inch = 30 ft. HAVIX -ITS 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 WA 6ABET itally sign wqanelleT flin Date: 2022.09.3 0 418726:3,a:26 m r Q N N N Q TOM LPL ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD I CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR Z VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, a CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q NAVIX CERTIFICATION Q R-412332 BY 0 V IN COMPLIANCE WITH CITY OF RENTON STANDARDS W w Z 0 F- Z W w ARCO/M U RRAY DATE:09.26.2022 UL TOPGOLF RENTON J O FIELDBOOK: 780 LOGAN AVENUE NORTH PAGE: DRAWING N0. RENTON, WA 98057 C-2.2 1:L GRADING PLAN 0 SHEET: 32 OF: 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. M N Tom O lie 6 W F— z O F- z LU w LL J O a. O F- n r� N N O N N Q N Cn CD O N mal LEGEND 7 MINOR CONTOUR 20 MAJOR CONTOUR --_--30-- EXISTING GRADE — — —RIDGE— — — RIDGE ,/-30.0 PROPOSED SPOT ELEVATION 1�2.0% SLOPE ARROW TIC TOP OF CURB BC BOTTOM OF CURB TW TOP OF WALL BW BOTTOM OF WALL 31 �I 3C.64� C 3 .91 TC 3(.69 rC 3 .4t BC 3(.19 13C I 30. T 30 82 1 C 30 ' 30. 7 B 30.32 C / v'0 30.57 C 30.49 C , / 30.07 BC 9A 99 RC I 9s 30.50 TC SEE SHEET C-2.2 FOR CONTINUATION M.E. MATCH EXISTING 2 RECORD DRAWINGS TP TOP OF PAVEMENT 0 ® 2 RECORD DRAWINGS DETAILED GRADING AREA 1 RECORD DRAWINGS NO. REVISION SURVEYED: Z.NALL DESIGNED: J.GREEN NAVIX 09.29.22 JET NAVIX 06.10.22 JET DRAWN: J.GREEN NAVIX 05.17.22 JET CHECKED: J.TAFLIN BY DATE APPR APPROVED: J.TAFLIN 0 to 4a 0 15 30 60 SCALE: 1 inch = 30 ft. O O O O N N O N O O O (4) r �A llAVlX a 'ITF 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 ��'1WA 6ABET itally sign y nelle T flin Date: 2022.09.3 A 418726:32:38-0 m ENGINEERS CONSTRUCTION RECORD CERTIFICATION — — THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN _ INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD — CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD Z MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, a CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q NAVIX CERTIFICATION Q R=412333 BY O IN COMPLIANCE WITH CITY OF RENTON STANDARDS V W i z O F— z W w SCALE. DAM. VERTICAL: ARCO/M U RRAY 09.26.2022 J AD 1 HORIZONTAL: NAD 983/3/1991 ® CITY OF TOPGOLF RENTON FIELDBOOK: RENTON 780 LOGAN AVENUE NORTH PAGE I ONE INCH DATUM DRAWING N0: AT FULL SCALE RENTON WA 98057 C-2.3 a IF NOT ONE INCH Planning/Building/Public Works Dept. , O SCALE ACCORDINGLY GRADING PLAN SHEEP: 33 OF: 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. E n ro ME N N O N N Q N (f) CD O N Ifid LAI N O N O O O (4) r V 0 Z z O I- z NW w LL J O O H SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. z O I- z LU w LL J O 0 a. O H IN Q N N O N N CD N cn 0 (D H- w 00 0 N 0 c� Q 0 0 Q / 0 N n- / 0 0, c- 00 0 WEST 8, TOE FND 2- 34.50' CALC. INTX. J SDMH 2564) RIM=29.86' 18" IE 23.68' S- 15" IE 23.68' E 12" IE 23.68' N- S . COR. OF WALK - I 2.1'N. x 4.9'W. OF CORNER CB (20551 RIM-29.38' 18" ADS IE 23.47 (N) 18" ADS IF 23.27 (S) SDMH L-9 i (2858) RIM 29.71 1 "ADS IF 2 .61(E) 48'C0NC IF 23 00(N) 30"ADS IE 22.96(S) VAULT VENT RIM=29.89' (VAUL ACCESS) SDMH L-7 i (2859) RI 30.50 18"ADS IE 3.72(E) 30"ADS IE 3.63(N) SSMH (1982� METRO SEWER' RIM=30.81' TBM-A ELEV=30.81' 0= 2'16'26" R=597.00' L=23.69' ' C R. IS 0.4'E. OF E'L EDGE OF WALK W CORNER CLFNC IS 0 8'S. x 20.3'E. OF CORNER AND 6'S. 0" LEGEND ®SD® PROPOSED STORM DRAINAGE PIPE 20.0 220.10 20.2 SD EXISTING STORM DRAINAGE PIPE - - - - -FD- - - - - FOOTING DRAINAGE 2 -3.1 ❑ TYPE I CATCH BASIN 00.0 C-3.9 (101 11 A IJ MIMI 1' 101 TYPE II CATCH BASIN 201.00 04.5 3.1 3.1 STORM DRAIN CLEANOUT 26.0 -3.1 PLAZA AREA DRAIN 3 -3.1 OUTFIELD AREA DRAIN 1 C-3.1 FRENCH DRAIN 1 -3.1 BIOPOD BIOFILTER 1 2 -3.1 -3.1 STORM SYSTEM IS PRIVATELY OWNED AND MAINTAINED. 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, UNLESS OTHERWISE NOTED. 2 RECORD DRAWINGS NAVIX 09.29.22 JET 0 ® 2 RECORD DRAWINGS NAVIX 06.10.22 JET 0� 1 RECORD DRAWINGS NAVIX 05.17.22 JET O NO. REVISION BY DATE APPR SDMH 2738) RIM-29.96' 18" IE 22.49 (W) 24" IE 22.49 (S) 36" IE 22.49 (N) SSMH 27391 RIM=30.03' 15"PVC IE 19.81(W) 15"PVC IE 19.91(SE) ALC. INTX. NOTHING FOUND N 0 -COR. IS 1.0' N'LY OF S'L EDGE OF GONG WALK PWR CONT. N. COR. OF ALK IS 8.7'S. OF CORNER SDMH (2743) RIM=30.28' 24" IE 2261(N) (PER PLAN) 'OWEST' TMH BUS STOP SHED BOLTED TRASH CAN BUS SCHEDULE SIGN CB 1130 RIM=30.41' 8" DI IF 28.49 (E) SD COMM VLT' NE CORNER CLFNC IS 3. FORM CONT. E. FOPM COLT. SW. NO VISIBLE PAINT 'TS-LT' ?SE COR. 6'CLFNC IS 1.4'N. x 1.4'E. 'BOEING LOT E3' SIGN STALL N 0 25 50 100 r SCALE: 1 inch - 50 ft. Q N N O N O O O 1 d) r �i klAVlX a 'ITF 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 � ZAR I `g ~ itally sign by nelle T flin 2022.09.3 418 6:34:oa-z5oo IONAL ENGINEERS CONSTRUCTION RECORD CERTIFICATION i q III THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR Z VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, a CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q NAVIX CERTIFICATION Q R-412335 BY 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS V W i z O F_ z LU w SURVEYED: Z.NALL SCALE: VERTICAL: AD 1 83/1 HORIZONTAL: NAD 1983/1991 ® CITY O F oR RENTON ARCO/M U RRAY TOPGOLF RENTON 780 LOGAN AVENUE NORTH DATE: 09.26.2022 J O DESIGNED: J.GREEN FIELDBOOK: PAGE: DRAWN: DRAWING N0: C-3.0 J.GREEN ONE INCH DATUM � Planning/Building/Public Works Dept. RENTON WA 98057 a O CHECKED: J.TAFLIN AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: SHEET: OF: OVERALL DRAINAGE PLAN J.TAFLIN 35 82 1111,. SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SEE SHEET C-3.2 FOR CONTINUATION z O I— z W w U. J O 0 a. O I- IN Q r� N N O N N CD N cn O CD L___ 00 0 N 0 CD Q 0 0 Q / 0 N n- / 0 0, c- 00 0 LEGEND ®SD® PROPOSED STORM DRAINAGE PIPE 20.0 220.10 20.2 SD EXISTING STORM DRAINAGE PIPE MIMI 1' 101 FOOTING DRAINAGE 2 — 3.1 TYPE I CATCH BASIN 00.0c C-3.9 TYPE II CATCH BASIN 201.00 04.5 3.1 3.1 STORM DRAIN CLEANOUT 26.0 — 3.1 PLAZA AREA DRAIN 3 —3.1 OUTFIELD AREA DRAIN 1 C-3.1 FRENCH DRAIN 1 —3.1 BIOPOD BIOFILTER 1 2 STORM SYSTEM IS PRIVATELY OWNED AND MAINTAINED. 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, UNLESS OTHERWISE NOTED. 2 RECORD DRAWINGS NAVIX 09.29.22 JET 0 ® 2 RECORD DRAWINGS NAVIX 06.10.22 JET �4 1 RECORD DRAWINGS NAVIX 05.17.22 JET O NO. REVISION BY DATE APPR 4zi SCALE: 1 inch = 30 ft. GRATE/LID SCHEDULE (SEE STRUCTURE CALLOUTS FOR GRATE/LID TYPE): GRATE/LID GRATE/LID DESCRIPTION LABEL (A) RECTANGULAR HERRINGBONE GRATE PER WSDOT STD. PLAN 30.5000 (B) SOLID RIM PER WSDOT STD. PLAN 30.2001 (C) ROUND HERRINGBONE GRATE PER MANUFACTURE SPECIFICATIONS. (D) ROUND SOLID LID TO MATCH BASIN O.D. (SIZE TBD BY NYLOPLAST) (E) SOLID CLEANOUT LID PER CITY DE RENTON STANDARD PLAN 226.00 (F) DECORATIVE GRATED LID PER TO MATCH BASIN O.D. (SIZE TBD BY NYLOPLAST) HAVIX 7ITP 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 �LI ZAP oY WAS itally sign 9 by .nelle T flin Date: -2'q 2209.3 418�6:34:1 s- 10' 10 AL LAI N O N O O O d� r ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR Z VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, a CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q NAVIX CERTIFICATION Q R-41230' EO)" BY 0 V IN COMPLIANCE WITH CITY OF RENTON STANDARDS W i z O F_ z W w SURVEYED: Z.NALL SCALE: VERTICAL: AD 1 83/1 HORIZONTAL: NAD 1983/1991 ® CITY O F ;R RENTON ARCO/M U RRAY TOPGOLF RENTON 780 LOGAN AVENUE NORTH DATE: 09.26.2022 J O DESIGNED: J.GREEN FIELDBOOK: PAGE: DRAWN: DRAWING N0: C-3.1 J.GREEN ONE INCH DATUM � Planning/Building/Public Works Dept. RENTON WA 98057 , a. 0 CHECKED: J.TAFLIN AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: SHEET: OF: DRAINAGE PLAN J.TAFLIN 36 82 1111,. SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SEE SHEET C-3.3 FOR CONTINUATION z O F_ z LU w LL J O ILD a. O F_ Q Ln r� N N O N N CD N cn O CD L___ 00 0 N 0 CD Q 0 0 Q / 0 n- / 0 0, c- 00 0 7 CO, LEGEND ®SD® PROPOSED STORM DRAINAGE PIPE 20.0 220.10 20.2 C-3.1 C-3.1 C-3.1 SD EXISTING STORM DRAINAGE PIPE — — — — —FD— — — — — FOOTING DRAINAGE 2 —3.1 ❑ TYPE I CATCH BASIN 00.0 C-3.9 (101 11 0 IJ MIMI 1' 101 TYPE II CATCH BASIN 201.00 04.5 3.1 3.1 STORM DRAIN CLEANOUT 26.0 —3.1 PLAZA AREA DRAIN 3 —3.1 OUTFIELD AREA DRAIN 1 C-3.1 FRENCH DRAIN 1 —3.1 BIOPOD BIOFILTER 1 2 —3.1 —3.1 SEE SHEET C-3.1 FOR CONTINUATION STORM SYSTEM IS PRIVATELY OWNED AND MAINTAINED. 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, UNLESS OTHERWISE NOTED. 2 RECORD DRAWINGS NAVIX 09.29.22 JET 0 ® 2 RECORD DRAWINGS NAVIX 06.10.22 JET �4 1 RECORD DRAWINGS NAVIX 05.17.22 JET O NO. REVISION BY DATE APPR 0 0 r j= O 00 4zi 0 15 30 60 SCALE: 1 inch = 30 ft. GRATE/LID SCHEDULE (SEE STRUCTURE CALLOUTS FOR GRATE/LID TYPE): GRATE/LID GRATE/LID DESCRIPTION LABEL (A) RECTANGULAR HERRINGBONE GRATE PER WSDOT STD. PLAN 30.5000 (B) SOLID RIM PER WSDOT STD. PLAN 30.2001 (C) ROUND HERRINGBONE GRATE PER MANUFACTURE SPECIFICATIONS. (D) ROUND SOLID LID TO MATCH BASIN O.D. (SIZE TBD BY NYLOPLAST) (E) SOLID CLEANOUT LID PER CITY OF RENTON STANDARD PLAN 226.00 (F) DECORATIVE GRATED LID PER TO MATCH BASIN O.D. (SIZE TBD BY NYLOPLAST) HAVIX 7ITP 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 �LI ZAP oY WAS itally sign 9 by .nelle T flin Date: -2'q 2209.3 418�6:34:2s- 10' 10 AL ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD - CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. NAVIX CERTIFICATION R-412337 GeV IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: Z.NALL SCALE: VERTICAL: HORIZONTAL: NAD AD 1983/1991 3/1 ® CITY O F RENTON ARCO/M U RRAY TOPGOLF RENTON 780 LOGAN AVENUE NORTH DATE: 09.26.2022 DESIGNED: J.GREEN FIELDBOOK: PAGE: DRAWN: DRAWING NG: C-3.2 J.GREEN ONE INCH DATUM � Planning/Building/Public Works Dept. RENTON WA 98057 , DRAINAGE PLAN CHECKED: J.TAFLIN AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: SHEET: OF: J.TAFLIN 37 82 N O N O O O C� r Cl) 0 z a O V W w z O F_ z LU w LL ♦O V O F_ SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. z O F_ z Ill w LL O 0 a. O F_ 12 Q Ln Lr� I N N 0 N N CD a) cn 0 CD L___ 00 0 N D0� C. Q 0 I 0 Q / 0 N n- / 0 c- 00 s 0 0 L 32+42 SDMH #7160 INCH (B I m SDMH #6 48—IN H (E 1 6" S @ 1.0% MIN. 6" SD( RIM = 29.( n IE 25. FIR NC1 D AIN WITS 0 �C 0. _TT_ N - - - -� I I� ° I I � 1 MIXED -USE PAR C EL ° I I I STUB FOR FUTURE CONNE"0_5 II STUB FOR FUTURE CONNECTION #3 STUB FOR FUTURE CONNECTION # STUB FOR FUTURE CONNECTION #2 I 17 LF 12" CPE @ 0.50% 17 LF 12" CPE 31+0 10 LF 8" CPE @ 0.50% I 17 LF 8" CPE @ 0.50% I 81+00 103 LF 12" CPE o 82+00 SDCB #17 (A) L 24" CPE 156 LF 12" CPE /.■ 124 LF 1 CPE 2 I 80+00 SDCB #16 A) SDCB #19 (A) 19+37 ■.� SDCB #18 (A) Jf I o � I I F O IOD124 LF 12" CPE I I 17 L J" CPE EAET BIOP D UT ET 30+00 I I STUB FOR FUITURE SDCB #24 48—INCH (B) CONN CTION #1 l LF 18" CPE I 77+6 SDCB #22 (A) 1 9 L 1 C E SDCB #23 ( ) SDMH #4 48—INCH (B) II 129 LF 12" CPE 75+00 t =C=lff_ 77+00 76+00 18+00 30 LF 18" CPE I t SDMH #5 48—INCH (B) � C=— EAST LF 24� E 244 LF 24' CPE BIOPOD INLET )> D G 0 '} ' Yd6 „ S0 lOtldW00 O lOtldW00 lOtldW00 ObdWOJ lOtldW00 lObdW00 lObdW00 W00 lObdW00 f47 9+00 RE H DR IN WIT I = 26.74 7? 6 @ 1.0� 3 O 110110 O, I I I LEGEND ®SD® PROPOSED STORM DRAINAGE PIPE 20.0 220.10 20.2 C-3.1 C-3.1 C-3.1 SD EXISTING STORM DRAINAGE PIPE — — — — —FD— — — — — FOOTING DRAINAGE 2 —3.1 ❑ TYPE I CATCH BASIN 00.0 C-3.9 O TYPE II CATCH BASIN 201.00 04.5 —3.1 —3.1 • STORM DRAIN CLEANOUT 26.0 —3.1 o PLAZA AREA DRAIN 3 —3.1 OUTFIELD AREA DRAIN 1 C-3.1 FRENCH DRAIN 1 —3.1 BIOPOD BIOFILTERE01-01 0 -99 LF `tea • • • 'EMENT STORM SYSTEM IS PRIVATELY OWNED AND MAINTAINED. 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, UNLESS OTHERWISE NOTED. 0 2 RECORD DRAWINGS 0 2 RECORD DRAWINGS �4 1 RECORD DRAWINGS NO. REVISION —3.1 -23+5 -SDCB #20 48—INCH (B) -7 LF 18" CPE 2 82 LF 12" CPE ■ SURVEYED: Z.NALL DESIGNED: J.GREEN NAVIX 09.29.22 JET NAVIX 06.10.22 JET DRAWN: J.GREEN NAVIX 05.17.22 JET CHECKED: J.TAFLIN BY DATE APPR APPROVED: J.TAFLIN L_ L� 0 L L- _SS L_ IN n 4zi 0 15 30 60 SCALE: 1 inch = 30 ft. GRATE/LID SCHEDULE (SEE STRUCTURE CALLOUTS FOR GRATE/LID TYPE): GRATE/LID GRATE/LID DESCRIPTION LABEL (A) RECTANGULAR HERRINGBONE GRATE PER WSDOT STD. PLAN 30.5000 (B) SOLID RIM PER WSDOT STD. PLAN 30.2001 (C) ROUND HERRINGBONE GRATE PER MANUFACTURE SPECIFICATIONS. (D) ROUND SOLID LID TO MATCH BASIN O.D. (SIZE TBD BY NYLOPLAST) (E) SOLID CLEANOUT LID PER CITY OF RENTON STANDARD PLAN 226.00 (F) DECORATIVE GRATED LID PER TO MATCH BASIN O.D. (SIZE TBD BY NYLOPLAST) HAVIX 7ITP 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 �LI ZAP OF WASgj��� itally sign by nelle T flin ate: 2022.09.3 418� 6:34:37- o' IONAL LAI N N 0 0 r I El ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGNINTENT. THIS PLAN, rV♦ CONDITIONS OF TN MODIFIED HENEW CONSTRUCTION SHOWN. BASED UPON OUR 7 VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, a CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q NAVIX CERTIFICATION Q R-412338 BY 0 V IN COMPLIANCE WITH CITY OF RENTON STANDARDS W w z O I— z I.LI w SCALE: VERTICAL: AD 1 83/1 HORIZONTAL: NAD 1983/1991 CITY OF ARCO/M U RRAY DATE: 09.26.2022 J FIELDBOOK: PAGE ID%)RI RENTON • TOPGOLF RENTON 780 LOGAN AVENUE NORTH /O l -1 DRAWING N0: ONE INCH DATUM Planning/Building/Public Works Dept. RENTON WA 98057 , C-3.3 0. O AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SHEET: OF: 38 82 DRAINAGE PLAN SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. E Q Ln ME N N O N N Q N (/) O r� �I CD W n- co N O CD Q O c- Y) / Wo LAI N O N O O O c� r V 0 Z z O I— z NW w LL J O O H SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. E Q Ln ME N N O N N Q N (/) O r� �I CD W n- co N O CD Q O c- Y) / Wo LAI N O N O O O c� r V 0 Z z O I— z NW w LL J O O H SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. E Q Ln ME N N O N N Q N (/) O r� �I CD W n- co N O CD Q O c- Y) / Wo LAI N O N O O O c� r V 0 Z z O I— z NW w LL J O O H SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. E Q Ln ME N N O N N Q N (/) O r� �I CD W n- co N O CD Q O c- Y) / Wo LAI N O N O O O c� r V 0 Z z O I— z NW w LL J O O H SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. E Q Qo ME N N O N N Q N (/) O r� �I CD W n- co N O CD Q O c- Y) / Wo LAI N O N O O O c� r V 0 Z z O I— z NW w LL J O O H SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. M N Tom CD W I- Z O I- Z NW w LL J rO V a. O I - SURFACE WATER STANDARD PLAN NOTES: THE FOI,LQWINF,. pS A USTENG QF GFNERAIr NOTE$ THAT SHALL BE INCORPORATED IN THE DRAINAGE. PLAN SET. ALL THE NOTE$ 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 APPLICABLE TO THE PROJECT HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING MOTES. IF ADDIT*NAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS_ THEY SHALL BE ADDEO AFTER THE SURFACE WATER STANDARD PLAN N07ES. 1 BEFORE ANY CONSTRUCTION CR DEVELOPMENT ACTIVITY OCCURS. A PRE -CONSTRUCTION MEfTING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY. THE APPLICANT. AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTiChN. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE MiGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF REN70N SURFACE WATER DESIGN MANUAL (RENTON SWOM), RENTON MUNICIPAL CODE IRMCI, AND THE STANDARD SPECIFICATIONS FOR ROM). BRIFIGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERFCAN PUBLIC WORKS ASSOCIATItiN! (APWA). IT SHALL BE YrIE SOLE RESPONSIBILITY CF THE APPLICANT To CORRECT ANY ERROR. OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTI DNS SHALL BE AT NO ADDITIONAL COST TO THE CITY- 4 APPROVAL OF THE ROAD, GRADING, PARING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SILVER, GAS, ELECTWCAL ETC.I. PLANS FOR STRUCTURES SUCH AS BRIDGES. VAULTS, AND RETAINING WALLS REQUIRE A 5FPARATE REVIEW AND APPROMAL SY THE CITY PRIOR TO CONSTRUCTION. T#E SURFACE WATER DRAINAGE SYSTEM SHALL 9E CONSTRUCTEL] ACCOkOING TO THE APPROVED PLAN$- Ate Y D1=VLATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL F-RCM1 THE CITY. A COPY OF THE APPROVED PLANS -SHALL BE ON THE JCB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. S. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL TTIER€FORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE ArSPONSWILITY OF THE APPLICAfrr AND THE APPLICANT'S CONTRgC70R 70 INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCA7EONS SHOWN, AND 70 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 $HALL IIAMIEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EAUSTS. 7- VERTICAL DATUM SHALL BE NAVE) B$ AND HORIZONTAL DATUM SHALL 65 KM 83 (WA STATE PLANE, NORM, UNLESS OTHERWISE APPROVI=D BY THE CITY. REFERENCE BENCHMARK- DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLAN5- 8 ALL UTILITY TRENCH BACKFILL AND ROADWAY SLIBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2.03.3I14p0 - COMPACTION AND MOISTURE CONTROL TESTS OF THE WS007 STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS- kl-L 7RENCIi BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92 % OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR =RM DRAINEAGE WORTS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CTrI" AND NOTED ON THESE APPROVED PLANS, ANY OPEN CUT SHALL M RESTORED IN ACCORDANCF WITH THE CITY TRENCH RESTORATION S7ANDARDS- 10. ALL Pi PE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE FIND GRFAOE PRIOR TO THE START OF CONSTRUCTION WHERE SHOWN 13%THE PLANS OR WHERE OIRECTEO 9Y I-K.E CITY. THE EXFStING MANHOLI=5, CATCH BASINS- OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO. DR IN CONJUNCTION WITK. ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED 13Y THE CITY 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION 1N ACCORDANCE WITH THE CURRENT STATE OF WA.SHINGTON STANDARD SPECIFICATION POP ROAD AND 13RIOGE CDNSTRUCT'ION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL B£ SUPPORTED ON A UNIFORMLY DENSE 1)NYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE ,AS SHOWN DN THE CITY STANDARD PLAN 13.00, 270-1 D, AND M-24. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OU7SIDE 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 2124.10. 204311, 204.30, AND 2134.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND. SOLID LIOS WHEN NOT COLLECTING RUNOFF• AND CUTS ICE OF THE ROADWAY. • ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF. AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB+GUTTER LINE. • RQLFNQ. SOLED LID$ 01$PL.AYIN61 THE CITY LOCO WHEN WITHIN THE PUBLIC RIC3HT-0E-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE $TRVCTAJRE LI➢S OUTS1DE PUBLIC RIGHT-OF-WAY AND E&4 EMENTS TO THE CITY SHALL NOT UISPLAY THE CITY LOGO, 15- BUILDINGS AND OTHER STRUCTURES SHALL REPLACED IN ACCORDANCE WITH TMLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWD14- 16, LIDS OF MANHQLESICATCH BASINS WFTHIN PUBLIC RIGHT-OF-WAY SHALL NOT BI= ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING, ALL NMANHOLUCATCH BA511N RIMS SHALL BE ADJUSTED TO BF FLUSH Wrn4 FINAL RMSHED GRADES. UNLESS OTHERWISE SHOWN 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF•WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. uNLF35 4i1TFRwu NOT0. DRAWING 15 Ncn TO 5C4LE INT51 STD, PLAID - 267.00 +4 PUBLIC WORKS SURFACE WATER STANDARD PLAN PP![ D ,r1 DEPARTMENT G 9/28/2018 NOTES (1 OF 2) h�Lh w.6 ailn.L -mu DATI : 4 5 AI SURFACE WATER STANDARD PLAN NOTES: THE FQLLOWING I A LI$-DNG OF GENERAL NOTES THAT $HALL BE INCORPORATED IN THIE DRAINAGE PLAN $ET. ALL T1iF NQTES QN THE LIST MAY NOT PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER, HERESY REFERRED TO AS APPLICANT. MAY STR IKFm MT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, TNF APPLICANT SHALL HOT RENUMBER NOR EDIT THE REMAINING NOTES, IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 18. ROCK FOR EROSION PROTECTION OF ROAADSIDf DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED T'OAMINIMUM DEPTH OF ONE()) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4-8INCHROCK?A0.70°! PASSING; • 2 .4 INCH RACK f W - 40% PASSING: AND • LESS THAN 2 INCH ROCK 110 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY CCLLECT&D FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY FOOTING DRAINS SHALL NOT BE CONNECTED TO ONSITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED- A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED -STORM" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE PQENT OF CQNNECTIQN QF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE. CITY $TANOARD PLAN $?7.00- 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE. AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY-REH ABtLITATED (PUBLIC AND PRIVATES STORM CONVEYANCE SYSTEMS.SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING 70 THE CITY STANDARD PLAN 26600, CCTV INSPECTEONS AND REPORTS SHALL BE SUWFTTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS ANMR PAVEMENT. 23 ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1 ) OF THE WSOOT STANDARD SPECiRCATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL SE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBEQ PERVIOUS AREAS (COMPACTED. GRADED, LANDSCAPED, ETC.y OF THE DEVELOPMENT SITE, TC MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PER1u3FTS 13Y THE CLTY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OULIGATION ANMOR LIABILITY CONNECTED WITH STORMWA7ER DISPOSAL THE CITY DOES NOT ACCEPT ANY 00LIGATION FDf; THE PROPER FUNCTIONING AND MALNTENANCE 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 CI T H 5- PUBLIC. AND TO PROTECT PROPERTY IN CONNECTPON WITH THE PERFORMANCE OF! WORK SHALL 91= PROVIDED. ANY WORK WITHIN THE tRAV3=LED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLG%k SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE W5DCT STANDARD SPECIFICATIONS 1-M TEMPQFUARY TRAFFIC CONTFLQL SHALL APPLY '7 PROJECTS LOCATED WITHIN THE CfrY'S AQUIFER PROTECTION AREA (APA} SHALL COMPLY WITH SPECIAL REQUIREMENT #5 OF THE RENTGN SWDM AND AQUIFER PROTECTIM REGULATIONS (RMC 4-3.OW 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIMMANHOLE LIOS. CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BI(3= LAKES. SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWNX OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NDN-SKID LID PER ARA REQUIREMENTS. 28 CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS- PRIVATE SYSTEMS SHALL BE MAJNTAJNED BY THE APPLICANT. }C. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.i.A2 OF THE RENTON SWDM. a1. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 14 MINUTES. COMPLIANCE INITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TD CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF'WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE IF ONLY A MINOR AMOUNT CF WAT1=R PONDS DR RuNs OFF THE SURFACE, THEN THE PAVEMENT IS CONSfIOEREU TO MEET THEE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE COF40UCTE❑ PER 109 SQUARE F ET OF PERMEABLE PAVEMENT- IF T3i15 TEST IS NOT CONC LU SI'•iF THEN ANOT-44ER TEST PER ASTM C171)1 SHALL BE CONDUCTED. FOR LARGE AREAS (E-G., PARKING AREAS p• TESTING OBSERVATION MAY BE ACCQMPLWHE❑ WHILE WALKING BEHIND A $LQWLY MQVINIG WA7ER TRUCK 0ISCHARQINQ WATER AT RATE SIMILAR TO THE BUCKET TEST. PERMEABLE FAVER$ SHALT BE TESTED USINQ ASTM C17g1, UNLESS otHERW15i NOTF0. DRAWING L$ N0i'V SCALE INT51 STD. PLAN - 267.10 URIPUBLIC WORKS SURFACE WATER STANDARD PLAN PPA DEPARTMENT NOTES (2 OF 2) GAZ 9/Z8/2018 I P,u[ w„•A, bJm •nwaia HAT! :45 Al 14* FRAME AND VANED GRATE 1.41.9-, 1r.OR24" i CNE #3 OAR HOOP FOR V' HEIGHT INCREMENT (SPACED EQUAi-LY). SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION p e 03 BAR EACH CORNER #3 BAR EACH SIDE PRECAST BASE SECTION #3 BAR HDDP 43 BAR EACH CORNER 1E' MIN. SEE NOTE I ALTERNATIVE PRECAST SASE SECTION PUBLIC WORKS PIR) DEPARTMENT PIPE ALLOWANCES MASH MUM PIPEMATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12' CONCRETE ALL VIETAL PIPE IV CPSSP', 12" STD- SPEC- 9-M.20 SOLID WALL PVC, STD- SPEC- 9-M-12(1 16' PROFILE WALL PVC, STD. SPEC. 9�-05.12(2) 15, 'CORRUGATED PCLYETHYLENE STORM SEWER PIPE 1. AS ACCEPTABLE ALTERNATIVES TO THE RERAR S*.KMN IN THE PRECAST BASE SECTION. FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECEFICA7ION 4435.5D(9)I, OR WIFR MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL HE USED WITH THE M1NiMUM REQUIRED MBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RFCTANGUL•AR ADJUSTMENT SECTION. WIRE MESH 14AVING A MINIMUM AREA OF 0. 12 SQUARE INCHES PER 1±00T MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20'- KNOCKOUTS SHALL HAVE A WAI-4 THICISFIESS OF 2" MINIMUM 70 2.5' MAXIMUM. PROVIDE A 15' MINIMUM GAP MT*FEN THE KNOCXCUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED. FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04 3, 3. THE MAXIMUM DEPTHI FROM THE FINISHED GRADE TD THI- LOWEST PIPE INVERT SHALL BE 5 F£ET- 4. THE FRAME AND GRATE MUST BE INSTALLED WITA THE FLANGE DOWN. 5- THE PR@CAE3T RASE SECTION MAY HAVE A ROUNOF0 FLOOR. AND THE WALLS MAY BE SLOPED AT A RATE QF 1H:24V OR STEEPER S. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. LASE GROUT TYPE 2 FOR NQWSHRINK APPLICAT0INS iN AGQOROANCE WITH STANDARD SPECIFICATION 9-20.3(Pj. 8, ALL GRADE RINGS AND CASTINGS SHALL BE NT IN MORTAR IN ACCORDANCE WLTH STANDARD SPECIFICATION 9-D4.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS. RINGS, RISERS. AND FRAMES. 9, MORTAR SHALL M MIXED MD APPLIED PER MANUFACTURER'S DIRECTIONS. 1D. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY YAPPING UNTLL FRAME IS FLUSH WITH PAVEMENT AS OETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND RL3AAIN VISIBLE UPON COMPLETEON. CATCH BASIN TYPE 1 UNLESS OIHERWI$S NOTEi3, DRAWING IS Nor YG SCALr ANTQ STD. PLAN - 200.00 APPR ED: GAZ 9/28/2019 �" won.. enm.n W a,oi DATE r 'M'AA O O 1 N 1 Ll J O Q O Q 1 r a J N O Q O :45 A Q (4) r 14qAVlX a 'ITF 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 �LI ZAP of wes Qo I� � itally sign Lf i by nelle T flin Date: 2022.09.3 d 41872s:35s2-HMO' N CD SSIDNAL N N s? ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD v CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD Z CD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT rl) REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CD CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, a CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT w EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING I.L. co CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q co NAVIX CERTIFICATION Q R-412344 BY O CD 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LV 0 I- Z O 0 F- o Z uJ 0 0 S= SURVEYED: SCALE: DATE: HORIZONTAL: AL AD 119 3/1991 DESIGNED: VRI FIELDBOOK: Z.NALL CITY O F 09.26.2022 J _ 2 RECORD DRAWINGS NAVIX 09.29.22 JET JAREEN RENTON TOPGOLF RENTON O 0 LJ#X 2 RECORD DRAWINGS NAVIX 06.10.22 JET DRAWN: 780 LOGAN AVENUE NORTH PAGE: J.GREEN ONE INCH DATUM � DRAWING N0: (' T„ 1 RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: AT FULL SCALE RENTON, WA 98057 Ci'3.9 a ITAFLIN IF NOT ONE INCH Planning/Building/Public Works De t % NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY P DRAINAGE NOTES &DETAILS SHEET: OF: O m ITAFLIN 44 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. M N r O W CD w cn r) N O CD Q O I T O O O Q C O N n- 5= O Wo �,14" FLAT FACE ZOTHIC I— 9"CIA S " ❑o � ❑ a 0 STQRli ❑DDa ❑o 8-118' DIA io-1r2' DIA f (2) 378'-16 55 SOCKET HEAD CAP 16" DIA { 1I OPEN PICKHOLE - 1" SCREW 1ALLENHEA,D) WWSHRS ON A 8' DIA BOLT CIRCLE PLAN VIEW FRAME SECTION CAST IRON FRAME AND COVER, SE{Er NOTE 3 I— I I 8` CLASS "B" ASPHALT, SEE NOTE 4 CLEANOUT R15ER, SEE NOTE 2 PAVED AREA (TYP.) END CLEANOLR RISER Z 2' AABOVE PE51GN PONpING ELEVATION OR PER PLAN — DESIGN PONOING ELEVATION 4" COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS PER WSDOT D-W.12{4} �{qa-1ar1s• olA w COVER SECTION FER14CO GASKETED CUIK CAP OR SIMILAR 4" STREAMS ED COBBLES PER WSOCT 9-03 111P1 CLEANOOT RISER. $OIL TIGHT 45' 8END WYE SEE NOTE 2 SOIL TraHT COUPLER UNDERDRAIN, FOOTrNG DRAIN CALL ECTOR. OR � lI-' - ROOF DRAIN COLLCCTOR PIPE. SEE NOTE 1 ----------- CLFAMOIIT PIRI=R LnCAT -n WITHIN TO OVERFI STRUCTURE OR ---- STORM MAIN MECHANICAL PLUG OR CONTINUI=D CONNLGTION TYPICAL CLEANOUT CONFIGURATION No-ms: 1, DIAMETER TOO E 5-INCI+ES MINIMUM PRFVATE &INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD PLAN 282.10, 2, CLEANOUT RISER SHALL BE SAME SIZE AND MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCT NO 9OW7549801 OR APPROVED EQUAL- COVER TO BE LOCKING WITH ALIEN HEAD BOLT, MARKED'STORM' 4. FOR CLEAkOUTS FULLY OR PARTIALLY WITHIN UNPAVEO AREAS OUTSIDE OF B14RETEN7r0N PONOING AREA, POUR 6- THICK, 2'xZ SQUARE CONCRETE COLLAR AROU14D FRAME CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF %= PSI. GENERAL NOTES,. t, GLEANDUTS FOR UNDERDRAhN, FOOTING DRAIN COLLECTOR- MD ROOF DRAW COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE. A14D AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTEO TO AN OVERFLOW STRUCTURE. CLEANOUYS SHALL BE IN$TA LF0 TO ALLOW FOR MAINTENANCE ACCESS To ALL PIPES. 2, ALL FITTINGS SHAD BE BPIL TIGHT R. CtEAHOUT RISER SHALL BE LOCATED OUTSIDE OF SIORETENTION PONDING WHERE POSSIBLE 4. CLEANOUTS SHALL NDT 8E LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY- UNLtS5 OTHERWISE NOTED, DRAWING 15 NOT TO SCALE INrsl STD, PLAN - 226.00 • PUBLIC WORKS DEPARTMENT 1 DEPARTMENT STORM SYSTEM CLE#NDUT } '3/28201s h,u:'ks•. Wloinfoiln DATI CATCH BASIN FKAML AND VANED GRATI` PER STD- PLAN Z04AD RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) MORTAR, (TVP.), SEE NOTE 5 4'MIN 28" MAX 15" MAX. FLAT 1aLAB TOP 2. a - 48', 54%80", 72'. 87 5f W. 12T 4R 144' SEE NOTE 5, TYP. 15' MAX. FOR MAINTENANCEI S OR ER'FYP,} MIN. O' R2.5' M{,7G.RE7NFORCI NG STEEL{FYP-} 12"h'LSXt GRAVEL BACKPILL FOR PIPE ZONE 12 BEDDING PER WSDOT STD. SPECIFICATION SECTION IF SEPARATE SASE INTEGRAL BASE PRECAST PRECAST WITH RLSER NOTES: 1 ND STEPS ARE REDUI RED l MFIEN HEIGHT IS W GR LESS, 2- THE BOTTOM OF THE PRECAST CATCbt BASIN MAY BE SLOPED TO FACILITATE CLEANING:. 3. THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME NFAY BE CAST INTO THE ADJUSTMENT SECTION. 4 KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM T02-5' MAXIMUM PROVIDE A 1.S MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE= AFTER THE PIPE IS INSTALLivD, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.8. 5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE:'JJItm STANDARD SPECIFICATION 9-04.3. 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR {MOOR-NSEAL BDOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTrNG TO AN EXISTING PIPE, LFSE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE 7 MORTAR SHALL BE MIXED ANo APPLIED PER MANUFACTURER'S DIRECTIOM$. R. FRAME SHALL BE AOJUSTED TO PAVEMENT GRADE BY TAPRNG UNTIL FRAME 19 FLUSH WITH PAVEMENT AS DETERMINED WITH A ST RAIGHT EDGZ OF SUFFICIENT LENGTH. 9. ALL MORTAR JCINTS SHALL MTRIMMED FLUSH AND REMAIN VISIBLE UPCN COMPLETION CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIFF WALL YNICKNESS MIN. BASE THICKNESS MA-XIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 54" 4.5" a' 42" 11' 81Y 5' 8' 48" 72' fi 8" 12" 72' 12' w D` 12' 84' 12• 120" 10' 12' A. 12' 1d4" 12" 12' 106' 12' PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WTH MAXIMUM IN$IRI= DIAMETER DIAMETER CONCRETE ALL METAL CPSS>} 1 SOLID WALL PYC PROFILE WALL PYC 48" 24' 3R" 24' 30` 30" 54` 30" 38' 30' 36' 36" St1" 3T 4T 36, 42' d2" 72- 42" EA' 4' 48' 1 48" I34' 54' BD' 54' 48' 48' 9B` Ba' 72' 66' 48' 48" 124" 59" 84" 60" 48" 48" 144' 78" 99" 6a, 48' 48" 'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.n9 STD. SPEC. 9-g5.f2ji 1 a STD. SPEC. 9-05. T2(2) UNLESS OTHERWISE NUrt0. DRAWING 15 NOT TO SCALE [Nr5} STD. PLAN - 201.00 G) PUBLIC WORKS CATCH BASIN TYPE 2 DEPARTMENT GAZ 9/28/6I8 �wm wm�.r adniniornai ❑ATE :45 AD CITY OF R`ElqT6NL000 SHALL NOT BE USED ON PRIVATE STORM SYSTEM. CITY OF RENTON LOGO TO BE USED ON PUBLIC FACILITIES ONLY. 11Z' LETTERING BOLT HOLES - 3 PLACED EQUALLY SPACED 120' APART ON I TIN ■ k.s 19 (1)1' RIA P7CKHOLE PLAN VIEW 1 1 W- LETTERIPIZ 25' PIA. 11 3 a" 2 112" I 9 (n^p') v P,1 COVER SECTION VIEW 26 1+2' DIA, !� xs 1!4' alA. Ira' DIA, NEOPRENE GASKET 1 ir11r I 6. 23 WA' DIA. CL O4JEN 27 511 V DIA 34 1!8` GIA. FRAME SECTION VIEW COVER BOTTOM VIEW (3} 6LT SOC. (ALLEN HEAD) 5i8'-11 x 1.S SE RUBBER W ABiiEIi EON BOLTING DETAIL 11A` � t 7r1M3' 1r8" R1 F8` CASKET GROOVE DETAIL NOTES: I ALL COVERS SHALL BE LOCKING LLI1 PER EJ No. 3717C1 OR APPROVED EQUAL FINISH GRADE PER PLAN. 1 1"-4" WASHED ROCK ���N� UNLESS OTHERWISE N07ED, DRAWING 45 N07 TO SCALE r14T5j DEa STD. PLAN - 204.50 r PUBLIC WORKS 1pUVF.P DEPARTMENT STORM ROUND FRAME AND COVER GAZ 9/28/2018 f DATE NYLOPLAST DRAIN BASIN WITH STANDARD GRATE [1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANS+TAME OFF} (MIN. MANVFACTURING REQ- SAME AS MIN- SUMP} (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE; 4' • 36` FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL, ADSMANCOR SINGLE WALL}, N-12 HP, PVC SEWER (EX SDR 35}, PVC DWV (EX: SCH 40). PVC CgOWC905, CORRUGATED & RIBBED PVC WATERTIGI•iT J01NT (CORRUGATED HDPE SHOWN) 1- 3'- KIP STANDARD GRATES SHALL BE DUCTILE IRON PER ASTk1 A536 GRADE MSS. 7 - I?'- 30" FRAME$ $HALL 5E DUCTILE IRON PER ASTM A 536 GRADE 70-SM5. 1E' & 1U' STANDARD GRACES FIT OIRECTLY ONTO DRAIN 9ASINE WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER W DUE TO SHIPPING RESTWCTIONS. SEE DRAWING NO-7001-11B-IM6 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM T4 ASTM D3212 FOR CORRUGATED HDPE (ADS N-11HANCOR DUAL WALL)- N-12 HP, $ PVC SEWER (4' • 36'), S • ADAPTERS CAN BE MDUNTEL} ON ANY ANGLE o' To 364°- To DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-111412. 6 - 12'- 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING. 7 . 8' & 10" STANDAaRD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY: NO CONCRETE COLLAR NEEDED FDRLIC4 T DUTY RATING. :45 AN 18" MIN WIDTH GUIDELINE 8' MINTHICKNESS GUIDELINE (5) ADAPTEk (6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSION$ ARE FOR ANGLES GUIDELINU PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE VARIABLEO--380 DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ACCORDINGTO PLANS TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS, _ SEE DRAINING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION AREA DRAIN (PLAZA) 0 2 RECORD DRAWINGS O 2 RECORD DRAWINGS 45 �4 1 RECORD DRAWINGS NO. REVISION NTS 4' MIN ON &' - 24" (3� VARIABLE SUMP DEPTH S` MIN ON W & 36" ACCORDING TO PUNS I$' MIN- ON 8' - 24', TO' MIN. ON 3W & 12" MIN- ON 3$' BASED ON MANUFACTURING REQ) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS 11, OR CLASS 111 MATERIAL AS DEFINED IN ASTM D232I- 13EDDING # BACKFILL FUR SURFACE DRAINAGE INLETS SHALL BE PLACED & G0UPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321- SURVEYED: Z.NALL DESIGNED: J.GREEN NAVIX 09.29.22 JET NAVIX 06.10.22 JET DRAWN: J.GREEN NAVIX 05.17.22 JET CHECKED: J.TAFLIN BY DATE APPR APPROVED: J.TAFLIN SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY p� GEOTEXTILE FABRIC. LLJ 6" PERFORATED PIPE SEE DRAINAGE PLAN FOR INVERT ELEVATIONS. 18" MIN. FRENCH DRAIN NTS o � o GRAVEL BACKFILL M FOR DRAINS o ° ° o O ° ° O GEOTEXTILE O FILTER FABRIC "MIRAFI 140N" OR N APPROVED EQUAL V 0 FOOTING PER STRUCTURAL DRAWINGS 4" PERFORATED PVC ° DRAIN PIPE W/ PERFORATIONS DOWN @ 0,50% MINIMUM 0 °o MNUTILITIES AS SHOWNlie 6" ON PLANS SHALL BE Q M� jN7 LOCATED OUTSIDE THE O SOIL BEARING LINE C OF THE BUILDING 1 FOUNDATION O r Q NOTE: FOOTING DRAIN TO BE INSTALLED PER M GEOTECHNICAL RECOMMENDATIONS, J FOOTING DRAINAGE DETAIL NTS N O N O O O 1 O r I x a �ITP: 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 ZAR oY WAS itally sign by nelle Date T flin9�jj''q2022.09.3 41872s:3:oa b4) 1, 0' , I 'SSIONAL 0 ENGINEERS CONSTRUCTION RECORD CERTIFICATION cn THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR Z VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q NAVIX CERTIFICATION NQ Ii R-412345 BY O V IN COMPLIANCE WITH CITY OF RENTON STANDARDS W z O I— z / W VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 - CITY OF ARCO/M U RRAY DATE: 09.26.2022 J FIELDS°GK: ® TOPGOLF RENTON O RENTON 780 LOGAN AVENUE NORTH DDRAWING NO: DATU M Planning/Building/Public Works Dept. RENTON, WA 98057 C-3.10 a SHEET 45 OF82 DRAINAGE DETAILS DocuSign Envelope ID: 6EECF5B6-642A-4E4A-B436-A317AA638878 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AFI638678 Z O I- Z LU w LL J rO V a. O H IN Q Q0 Lf-) I N N O N N 52 N (/) CD I") CD w cn 0 N 0 CD Q O I T O O O s- Q / C O C= N n- / O c- cn Wo L� TRENC4 WIDTH, SEE NOTE S PIPE ZONE BEDDING AND II BA"FJLL, SEE NOTE 4 FOUNO LEVEL FOUNDATION MATERIAL, IF REQUIRED. SEE NOTE 5 CIRCULAR PIPE TRENCH WIDTH, SEE NOTES PIPE ZONE BEDDING AND SPAN BACKFILL, SEE NOTE 4 V/z f RISE FOUNDATION LEVEL - RIGID PIPE NOTES, 1. PIPE COMPACTION LIMITS SHOWN ON PHIS PLAN ARE FOR PIPE GON5TRUGTION tN AN WaANKMENT. FOR PIPE CONSTRUCTION IN A TRENCH, THE HORIZONTAL LIMITS OF THE PIPE COMPACTION ZONE SHALL BE THE WALLS OF THE TRENCH, 2. O.D. IS EQUAL TO THE OUTSIDE DJAMETER OF A PIPE OR TNf OUTSIDE$FAN OF PIPE -A RCP[. 3. SE5 STANDARD A49D071APVVA SPECIFICATIONS SECTION 2 00.4 FOR TRENCH WIDTH 4 PIPE ZONE BEDDING AND BACKFILL MATERIAL S14ALL JBE PLACED IN S' LOOSE LAYERS AND COMPACTE3 TO 95%MAXfIMUM DENSITY. 5. EXCAVATE= UNSTABLE MATERIAL D❑WN TO FIRM SOIL AND REPLACE VW TH FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOT+APWA SPECIFICATIONS SEGTEDN S-03.17. ®GRAVEL BACJCFILL FOR PIPE ZONE BEDDING (WSDOT 6 03.12 3j} OR MAINTENANCE ROCK (VYSDOT U-03. Dft)) FOUNDATION MATERIAL. L &" IF REQUIRED, S€E NOTE 5 PYPE TYPE MINIMUM PUBLIC? PRIVATE? ALLOWED IN ZONE 1 COVER (FT) OF T3iE APA7 CORRUGATED 211 YE5 YES YES STEEL PTE SPIRAL RIB STEEL 20 YE6 Ya=S YES PIPE PLAIN CONCRETE PIPE (PCPI 20 NO YES ND REINFORCED CONCRETE PIPE 1.0 YES YES NO R3GP) CORRUGATED OR SPIRAL R1$ 20 YES YE$ ND ALUMINUM PIPE DUCTILE IROH PIPE 1.a YE5 YES YES CIRCULAR PIPE bUdMETER MINIMUM DISTANCE HETNIEEN RARRELS 112' TO 24" 12' 31Y TO 96' ❑VAMETER ! 3 102'TO 160- 49' PIPS -ARCH SPAN MINIMUM DISTANCE BETWEEN BARRELS tJ3" Ta 3&' 11" 43-TO 1421 SPAN 13 1148" TO 199" IN, UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE LNTS; STD. PLAN - 220.00 PUBLIC WORKS PIPE ZONE BEDDING AND ARPK URII:I, DEPARTI VENT COMPACTION - RIGID PIPE GAZ 9/28/2018 1 OATC DocuSign Envelope ID: 6EECFSB6-602A4E4A-B436-A317AA638878 I SEE STANDARD PLANS 110. 1113.1. 110.2. AND 1 T1 FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS � SPECIFIED IN CONTRACT DOCUMENTS II -- �-'---I�'--------- --- 1?'MIN. --- E?LISTIN6PAVEMENT SURFACE NEAT LINE TRENCH 6' MIN.. SEE NOTE 4 'CRUSHED SURFACING TOP COURSE' PER WSDOT STD. $PEC 9-03-9(3), COMPACTED TO gS% OF MAXIMUM DENSITY 'CRUSHED SURFACING TOP COURSE' PER WSDOT STD. SPEC 9.03.9(3}.'BANK RUN GRAVEL FOR TRENCH BACKFILL' PER WSDOT STD. SPEC 9.03.19, OR TRAVEL BORROW PER WSDOT 870_ SPEC 9-D3-14(11, COMPA1TED TO95%OF MAXIMUM DENSITY BENCH AS NEEDED FOR SHORING SYSTEM WHEN DEPTH IS V OR GREATER PIPE I \ PIPE ZONE BEDDING AND BACI<FILL PER STD- PLANS 2M 00 AND 22C.Ia I SEE NOTE I UNPAVED AREAS PAVED ALTERS i NOTES' 1. SEE WSG0TlAPWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. 2, EXCAVATIONS DYER 4' DEEP SHALL CON PLY WITH THE SAFETY STANDARD DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC. 3, MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED. AS CETERMArno SY PIPE MIANUFACYURI=R. 4. IN PAVED AREAS, IF PIPE HAS LE SS THAN 3' OF COVER, USE 'CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE 5, SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS, UNUi55 OTH FRWISE NG1'i;O, pRQWINi;, iS NOT TO SCALE [NT$} STD. PLAN - 22 p.20 PUBLIC WORKS TYPICAL TRENCH AND BACKFILL PR D `�/28/2016 I DEPARTNI ENT GAZ ."i[L woas �,1mnuisin GAT f :45 AN SEE NOTE 4, LJM IT OF PIPE ZONE PIPE ZQNJ= BECIDING AND T 9ACKFILL, SEE NOTE 5 } s' FOUND LEVEL FOUNDATION MATERIAL, IF REQUIRED, SEE NCTE 9 ®GRAV9=L BACKFILL FOR PIPE ZONE BEDDING {WSLIOT 9-0 .12(9)j OR MAINTENANCE ROCK (WSDOT 9-03.9(4)j FLEXIBLE PIPE NOTEB:. 1 FROVIDL UN IFORM vLIPFURT VNDLR DARRCLO 2, HAND TAMP UNDER HAUNCHES 3, DIRECTLY OVER PIPE, HAND TAMP ONLY 4. SEE STANDARD WSDOTlAPWA SPECIFICATIONS SECTION 2-0B.4 FOR TRENCH WIDTH 5. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL $E PLACED IN B' LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY, &. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRIA SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDATJAPWA SPECIFICATIONS SECTION 9-03.17. PIPE TYPE MINIMUM PUBLIC? PUBLIC? PHUVATEY ALLOWED IN ZONE T COVER In) THE APA7 LINE CORRUGATED POLYETHYLENE PIPE (LOPE) 2-1) YES YES YES ('0RRLIC,.ATFI7 PO YFTHYI FNE PIPF {CPE) - TRIPLE WALL 2.9 YlrZ5 YEs Yeas PDLYVINYL CHLORIDE PIPE (PVC) 9.4 YES YES YES SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE) p-4 YES YES YES DIAMETER MINIMUMDISTANCE BETWEEN BARRELS t2"TO2r 12, 30' TO d6' DIAMETER i 3 102" TO 19U" W UNLESS OTHERWISE NOTED, DRAWING 19 NOT TO SCALE INTSI STD. PLAN - 220.10 URI • PUBLIC WORKS PIPE ZONE BEDDING AND MOP DEPARTMENT GAZ 9/29/2018 j COMPACTION - FLEXIBLE PIPE DA'EE .45 m l T ACTUAL REDUCER MAY BE ASSEMBLED C MIDI t USING MORE PIECES THAN SHOWN. GONE STYLE REDUCER 61IrAAININ ON rp"I�IN aN �a' J+ .ti -f I B p MIN IF CAP STYLE REDUCER filolMI ors A :,.GTE: DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN'MEH DRAWN BY CIA LIATERIAL 31M VERONA AVE ACTUAL DIMENSIONS MAY VARY NYLOPLAST HAS PROPRETARY RMHTS. THE RECEIPT BUFORD, GA 3WO OR POSSESSION OF THIS PRINT UOES NOT ODNFER, DATE 2-"l TRMSFER. OR LICENSE THE USE OF THE DESIGN OR { PHN 17NI I1=443 FAX [170) B32.249U Xylo laS TECHNICAL INFORMATION SHOWN HERRN REVISED BY JJC PROACT hrWNArME ! www.nAQPla*Uwcwn REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE pONTAINEO KKK OR MANUFACTURE OF ANY DATE 7-IM3 DRAIN BASIN WITH REDUCER OfTICNS ARTICLE HEREFROM, FOR THE DISCLOSURE TO QTIEM IS FORBIDDEN, EXCEPT BY SPEciFlc YRIr rEx PERIASSION FROMNYLOPLPST. PM40 FrrL4pLAsr DWQ SIZE A SCALE 1:25 SHEET 1 DF 1 DWG NO. TOM-11ft1114 REV E a e c D r0" 8" 6A0 9.dd 12" 8" 12Ad A-QO r2" 1p" B.Qd rd.aQ 15" �' 1s-50 9-QQ r5" 10° 12.sd 1a.dd 15" r2" fi-54 18" 8" 25-5a 9-aa 18^ rd" 1s.sd vadd r8" 12" 13-50 11-50 r a^ 15" �.od 24" s" s�-5o s-oo 24" 10" 3Q.�a ro.oa 24" r2" 24-50 11-00 24" 15" 18.04 12.00 24" r8" 11.04 30" 8" 46.59 8A0 �o" 1Q° 4Q.�d ro.Qo 30" ra" 34.50 11.50 34" 15" 28.00 r2.00 30" 18" 21.00 14.50 30" 24" r3.50 AREA DRAIN (OUTFIELD) N TS N O N 0 O r HAVIX -ITS 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 1 ZAR itally sign �j'� by nelle T flin 7�-'�_7r-Date: `� U 2022.09.3 k 418s:3s:1 s-zoo' IONAL ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR Z VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q NAVIX CERTIFICATION Q R-412346 BY O V IN COMPLIANCE WITH CITY OF RENTON STANDARDS W i z O I- z W w SURVEYED: SCALE: DATE: ZMALL VERTICAL: AD 1 83/1 ARCO/M U RRAY 09.26.2022 LL HORIZONTAL: NAD 1983/1991 CITY O F DESIGNED: PRI TOPGOLF RENTON EIELDBDOK: � 2 RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN RENTON 780 LOGAN AVENUE NORTH PAGE: O : S Al' DRAWN: I _ 0 ® 2 RECORD DRAWINGS NAVIX 06.10.22 JET J.GREEN DRAWING NO: r0 ONE INCH DATUM 0 4 1 RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: AT FULL SCALE RENTON WA 98057 Ci�3.11 p� J.TAFLIN SCALE NOT ONE 11' GLY Planning/Building/Public Works Dept. IL NO. REVISION BY DATE APPR APPROVED: DRAINAGE DETAILS SHEET: 0F: O J.TAFLIN 46 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. s? Q0 Lf i I N N O N N Q a� c/-) 77) CD I") Wo BPU-10241B-PV WADOE GUILD Max Treatment Flow 0.72 cfs Max Peak Flow 20 cfs 2.00" MULCH. 18.00" StormMixTN MEDIA 6.00" DRAIN ROCK. 3X 04.00" SLOTTED PVC UNDERDRAIN PIPE. QCENTInKI Q Q 2X 6"x24" INLET WINDOW, EL: 25,21'. DRAIN DOWN DEVICE Z RIM: 29.63' 6.08' IE:23.55' -gypp INLET, 026" OPENING L FOR 018" HDPE. INTERIORIEXTERIOR JOINT SEALANT REQUIRED, (CONSEAL CS-231 OR EQUIVALENT), BY OTHERS. D INLET, 026" OPENING FOR 018" HDPE, IE: 23.55'- LI II II I I. II 17-6' 1 V-6" 10'-0" FOOTING WALL OD WALL ID I I I II II A fl lII II. f L 2X 036.00" BOLTED 8 GASKETED ACCESS COVERS, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. 2" SLOT RIM:29,63' TYPICAL NLJ I tJ: 1 DESIGN LOADINGS: A. AASHTO HS-20-44 Wf IMPACT S. DESIGN FILL: I' MAXIMUM. 26'-6" SLAB OD C. ASSUMED WATER TABLE = V BELOW GRADE D, DRY LATERAL EARTH PRESSURE IEFP)-40 PCF 26-6" WALL OD E. LATERAL LIVE LOAD SURCHARGE = SO PSF (APPLIED TO 8' BELOW GRADE). 9' TYPICAL F NO URCHARGE M ADJACENT 24'-0" WALL ID WALL THICKNESS BUILDINGS, OR FOUNDATIONS. • 8" 10'-1" 2. CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 5.000 PSI MINIMUM 3. STEEL REINFORCEMENT: REBAR. ASTM A-615 OR 2X DRAIN DOWN DEVICE A-706, GRADE 60. 4. MESH REINFORCEMENT ASTM A-1064, S1.2. GRAD B0. 5. CEMENT: ASTM CA 50 SPECIFICATION r 6. REFERENCE STANDARD: 6X 04.00' SLOTTED PVC B. ASTM C 913 UNDERDRAIN PIPE. 7- THIS STRUCTURE IS DESIGNED TO THE PARAMETERS NOTED HEREIN. PLEASE VERIFY i Y v A A I B I I Q) B THAT THESE PARAMETERS MEET PROJECT I I REQUIREMENTS (LE. UVE LOAD. FILL RANGE. 1 WATER TABLE). IF DESIGN PARAMETERS ARE jj I INCORRECT, REVIEWING ENGINEEPJAUTHORITY , I- SHALL NOTIFY OLDCASTLE INFRASTRUCTURE 1.1 I UPON REVIEW OF THIS SUBMITTAL O a 0 .11 .I A 8 OVERSIZED HOLES TO ACCOMMODATE SPECIFIC PIPE TYPE MUST BE CONCENTRIC TO PIPE ID. AFTER PIPES ARE INSTALLED, ALL ANNULAR SPACES SHALL BE FILLED WITH A MINIMUM OF 3000 PSI CONCRETE FOR FULL THICKNESS OF PRECAST WALLS. PIPES ARE TO BE FLUSH WITH THE INSIDE SURFACE OF THE CONCRETE COBBLES FOR ENERGY DISSIPATION D 2X 6"x24" INLET WINDOW, EL:25.21'. STRUCTURE OUTLET, 026' OPENING BYPASS WEIR, EL: 25.8T. 9 CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES FOR 018" HDPE, IE: 23.04'. LOCATIONS AND ELEVATIONS OF OPENINGS 10. CONTRACTOR RESPONSIBLE TO ENSURE ADEQUATE BEARING SURFACE IS PROVIDED (LE COMPACTED AND LEVEL PER PROJECT PLAN VIEW SPECIFICATIONS). t I. ADAPTOR5IANGLESRND EXTERNAL PIPING BY OTHERS. IZ SYSTEM SHIPPED EMPTY. INTERNAL PIPE, FILTER MEDIA & DRAIN ROCK PROVIDED IN BULK & INSTALLED BY OTHERS. t3. MAXIMUM PICK WEIGHT IF 45,1100 LBS (MEDIA SHIPPED SEPARATELY AND INSTALLED BY CONTRACTOR). 14. OLDCASTLE REPRESENTATIVE TO BE ON SITE TO OVERSEE THE INSTALLATION OF ALL INTERNAL 2X 024.00" BOLTED &GASKETED ACCESS COVERS, COMPONENTS BY INSTALLING CONTRACTOR BYPASS WEIR, EL: 25.87'. FIELD POURED CONCRETE COLLAR REQUIRED, BAFFLE WALL BY OTHERS. 'THIS MUST BE FILLED OUT BEFORE 2X 6"x24" INLET MANUFACTURING BEGINS' WINDOW, EL: 25.21'. -4' ADJUST TO GRADE DRAIN DOWN DEVICE APPROVED W/ NO EXCEPTIONS TAKEN: ❑ RIM: 29.63' APPROVED AS NOTED: . "-�-r'='�---- • '- - 1 TOP REVISE AND RESUBMIT r I : BAFFLE WALL EL: 25.87' [78.. 9.08 2.81' yy ti.+ w a L SIGNATURE DATE [33.72"]S (71 IE: 23.06' ` +: 10" BASE Oldt�astle Infrastructure' - • • -' - . :. ; - • -- EL: 22.21' watxtwrwr OUTLET, 026" OPENING INLET, 026" OPENING ///6X 04.00" SLOTTED PVC w ern e.. • " M."N nR,,wM. FOR 018" HDPE. INTERIOR/EXTERIOR JOINT FOR 018" HDPE, FARSIDE. UNDERDRAIN PIPE. »IBODcuMEmis,NEPRd•E OFOLocr3-FINFRASTROETURE-C. IT IS CONFIDENTI.LL, BUSMITTEO FOR REFERENCE PURPOBEB ONLY ;ND 06.00" PVC OUTLET ORIFICE SEALANT REQUIRED, TREATED OUTLET ORIFICE COBBLES FOR ENERGY DISSIPATION SITYL FIOT BE USED IN - WAr l Or RIOUS 10 THE INTERESTS OF OR ,LOUT THE WFITTEN PERMISSIOx F OLOCASTLE INFRASTMICTURE.IhC CAP INTO OUTLET CHAMBER. (CONSEAL CS-231 OR CAP INTO OUTLET CHAMBER. OUTLET, 026" OPENING r.QfYSONT6RU0 <sTLe IHFR B RUc URF, Ixc All RIOHT9RFBewFn EQUIVALENT), BY OTHERS. FOR 018" HDPE, NEARSIDE. BioPod- BiofiRer Underground SECTION D-D 10'x24' Panel Vault with Internal Bypass SECTION A -A VJSTOWR HD Fowler JU1114 E Topgolf Renton -Renton. WA A N c SM120 010-AU PPS MJT MJT stil9ss PDD- 'TION BY DATE w» • 10545 �YDAE I of 1 BIOINFILTRATION UNIT (WEST BASIN) FIGURE 5.1.4-k SCHEMATIC REPRESENTATION OF A FLOW RESTRICTOR (TEE) 11 MIN UNDER PAVEMENT REMOVABLE ELEVATION WATERTIGHT PER PLANS COUPLING OR FLANGE-716" MA?L 2" MIN. 6" MIN, OW RE ICTOR s"IIN_ E D L- a' MAX.- PLATE WELDED PIPE SUPPORTS 1 5 x a SEE NOTE 6 MI24 TO ELBOW WITH T ORIFICE AS SPECIFIED D 1 y ELBOW RESTRICTOR � OUTLET PIPE DETAIL SEE NOTF5 1 & 5 NTS INVERT AND ELEVATION PER PLANS RESTRICTOR PLATE WITH ORIFICE DIAMETERA$ SPEC IFIEO (NOT NEEDED IF FOR SPILL CONTROL ONLY ACCESS ADJACENT TO TEE 2" MIN. CLEARANCE TO ANY PORTION OF FROP-T INCLUDING ELBOWS A ISOMETRIC NTS ELBOW RESTRICTOR SEE DETAIL NTS FRAMEa SOLID COVER MARKED "❑RAIIN" WITH LOCKING BOLTS SEE NOTE 3 & KCROCS DWGS7-022.7�VERT11rALBA TOP OF RISER ELEVATION CB#5: 26,17 TOP OF RISER ELEVATION CB#20: 28.83 R WATER SURFACE 2' MIN. SECTION A -A NTS SECONOARYINLET RAkNDHOLDS, STEPS OR LADDER SEE KCROCS DWG, 7-006 INLET PIPE ROD FOR CLEANOUTORAIN (ROD BENT A5 REQUIRED FOR VERTICAL ALIGNMENT WITH COVER)SEE KCRDCS DING. 7.026 ADD ITIONAL LADDER RUN (IN SETS) TO ALLDW ACCESS TO TANKS OR VAULTS WHEN CATCH 15 FILLED WITH WATER, 1 A NOTES: AN.GLF AS 1. USE it MIMIMUMI OF A 54" DIAMETER TYPE 2 CATCH BASIN. NECESSARY 2. OUTLET CAPAG]TY, 100-YEAk DEVELOPED PEAT{ FLOW. PLPLAN ��� SSE EEE NNOTEOTE 7 3, METAL PARTS: CORROSION RESISTANT, NTS STAINLESS STEEL OR ALUMINIZED STEEL. 4, FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP- E- CLIMB -DOWN SPACE 15 CIrEAR OF RISER AND CLEANOUT GATE. C FRAME IS CLEAR OF CURB, S. IF METAL OUTLET PIPE CONNECTS TO CEMENT CCNGRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE 1.0- LESS 1/4" 6. PROVI❑E AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL (MAXIMUM 3'. 0- VERTICAL SPACING) 7, LOCATE EL80W RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. S. LOCATE ADINTIONAL LADDER. RUNGS IN STRUCTURES USED AS ACCESS TO TANKS ANO VAULT TO ALLOW ACCESS WHEN CATCH BASIN I$ FILLED WITH WATER. 9. TEE SHALL BE CONSTRUCTED OFALUMMUM CMP OR ALUMINIZED STEEL CMP MEETING WSDOTIAPWA STANDARDS. FLOWRESTRICTOR (TEE) NTS UNIT ID: East BioPod Underground - Panel Vault Treatment Flow Rate = 1.38 cfs 6" 6" TYP INLET, 026" OPENING FOR 018" CPEP, IE: 24.96' 2X V-9" OD WALL ID 3X INTERIOR BAFFLE WALL, EL: 28.96' 10'-9" MEDIA SURFACE AREA 2" MULCH. 18" StormMix- MEDIA JW(4X 12" DRAIN ROCK. 06" SLOTTED PVC UNDERDRAIN PIPE. SECTION B-B 6X 024" BOLTED & GASKETED ACCESS COVERS. FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. 3X INTERIOR BAFFLE WALL, 3X INTERIOR BAFFLE WALL, EL: 28.96' EL: 28.96' 5X DRAIN DOWN 2X INTERIOR WALL, DEVICE, SK-0962 EL: 29.29' RIM: VARIES BYPASS WEIR, VARIES EL: 27.63' 1 2X 030" DOGHOUSE J OPENING, IE: 24.46' 40'-6" SLAB OD 39'-6" WALL OD 38'-0" WALL ID - #1 12'-0" MEDIA #2 12'-0" MEDIA #4 12'-0" MEDIA SURFACE AREA SURFACE AREA SURFACE AREA 8X4"x24"INLET 6" 2'-6" 5X DRAIN DOWN WINDOW, DEVICE, SK-0962 B D IE: 27.13' BBB I�B I�B BBB OMB B ® I -D 8X COBBLES FOR 4X 06" SLOTTED 2X INTERIOR WALL, ENERGY PVC UNDERDRAIN EL:29.29' DISSIPATION. PIPE. PLAN VIEW (TOP SLAB & BASE SLAB JOINT PROJECTION NOT SHOWN FOR CLARITY) 9" TYPICAL WALL THICKNESS BYPASS WEIR, EL: 27.63' OUTLET, 026" OPENING FOR 018" CPEP, IE: 24.46' 08" ORIFICE CAP 012"DOGHOUSE OPENING FOR 010" PVC 6X 036" BOLTED & GASKETED ACCESS COVERS, FIELD POURED CONCRETE COLLAR REQUIRED, -14'-0" TOP SLAB #1 13'-0" TOP SLAB #2 13'-6" TOP SLAB #3 BY OTHERS. 2X 030" DOGHOUSE BYP S OPENING, IE: 24.46' 2X INTERIOR WALL, TOP OF STRUCTURE : 30.79' A EL: 29.29' RIM: VARIES a:.... <._. :,l ;; .., s .. • t)^ `" .. ..'' r ,.,..-... . T. ..., . , ri 1,-4" SLAB 31.12' IN C= I O H O Oli;il C= I C= I C= HIA O I O N^ IE: 24.96' Y O INLET, 026" OPENING10" R 4X 06" UNDERDRAIN. SLAB #1 " OPENING FOR 018" CPEP FOR �20'-3" BASE Y 20-3" BASE SLAB FOR 4/ 8X COBBLES FOR ENERGY DISSIPATION. 5X DRAIN DOWN 10"x84" OPENING FOR 4X 06" UNDERDRAIN, DEVICE, SK-0962 J BX 4"x24" INLET WINDOW, IE: 27.13' IE: 24.46', (TYPICAL 2 PLACES). INTERIOR/EXTERIOR JOINT SEALANT REQUIRED, (CONSEAL CS-231 OR EQUIVALENT), BY OTHERS. SECTION D-D SECTION A -A (OUTLET PIPE NOT SHOWN FOR CLARITY) 3.17' P8.00"] 6 1'-2" SLAB IE; 24.46' OUTLET, 026" OPENING FOR 018" CPEP 012" DOGHOUSE OPENING FOR 010" PVC BIOINFILTRATION UNIT (EAST BASIN) NTS BlorelenUW Bi"fl4"IUn NU I tJ: 1. DESIGN LOADINGS: A. AASHTO HS-2044 WI IMPACT. B. DESIGN FILL: 1' MAXIMUM. C. ASSUMED WATER TABLE = 5' BELOW GRADE. D. DRY LATERAL EARTH PRESSURE (EFP) = 40 PCF. E. LATERAL LIVE LOAD SURCHARGE = 80 PSF (APPLIED TO 8' BELOW GRADE). F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS, WALLS, PIERS, OR FOUNDATIONS. 2. CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 5,000 PSI MINIMUM. 3, STEEL REINFORCEMENT. REBAR, ASTM A-615 OR A-706, GRADE 60. 4. MESH REINFORCEMENT. ASTM A-1064, S1.2, GRADE 80. 5. CEMENT: ASTM C-150 SPECIFICATION. 6. REFERENCE STANDARD: A. ASTM C 890 B_ ASTM C 913 7. THIS STRUCTURE IS DESIGNED TO THE PARAMETERS NOTED HEREIN. PLEASE VERIFY THAT THESE PARAMETERS MEET PROJECT REQUIREMENTS (I.E. LIVE LOAD, FILL RANGE, WATER TABLE). IF DESIGN PARAMETERS ARE INCORRECT, REVIEWING ENGINEERIAUTHORITY SHALL NOTIFY OLDCASTLE INFRASTRUCTURE UPON REVIEW OF THIS SUBMITTAL. 8. OVERSIZED HOLES TO ACCOMMODATE SPECIFIC PIPE TYPE MUST BE CONCENTRIC TO PIPE ID. AFTER PIPES ARE INSTALLED, ALL ANNULAR SPACES SHALL BE FILLED WITH A MINIMUM OF 3000 PSI CONCRETE FOR FULL THICKNESS OF PRECAST WALLS. PIPES ARE TO BE PLUS WITH THE INSIDE SURFACE OF THE CONCRETE STRUCTURE. 9. CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES, LOCATIONS AND ELEVATIONS OF OPENINGS. 10, CONTRACTOR RESPONSIBLE TO ENSURE ADEQUATE BEARING SURFACE IS PROVIDED (I.E. COMPACTED AND LEVEL PER PROJECT SPECIFICATIONS). 11. MEDIA, DRAIN ROCK, MULCH, AND INTERNAL COMPONENTS SHIPPED SEPARATELY. INSTALLER RESPONSIBLE FOR PLACEMENT OF THESE MATERIALS IN THESTRUCTURE. 12, OLDCASTLE REPRESENTATIVE TO BE ON SITE TO OVERSEE INSTALLATION, 13, CONTRACTOR TO ENSURE UNIT IS PROTECTED FROM CONSTRUCTION DEBRISIRUNOFF AFTER INSTALLATION. 14, CONTRACTOR RESPONSIBLE FOR SUPPLYING CRANE TO Q OFF-LOAD AND SET PANELS; SUPPLY PERSONNEL AND TOOLS NEEDED FOR INSTALLATION; INSTALL GASKET AT TOP, BOTTOM AND BETWEEN ALL WALLS: GROUT ALL SEAMS & WALL CONNECTIONS PRIOR TO BACKFILLING (GROUT TO BE NON -SHRINK, 5000 PSI MINIMUM BEFORE BACKFILLING). 15. SECTION HEIGHTS, SLABAVALL THICKNESSES AND KEYWAYS ARE SUBJECT TO CHANGE DUE TO AVAILABILITY AND PRODUCTION PLANT CAPABILITY. 16, ADAPTORS/ANGLES AND EXTERNAL PIPING BY OTHERS. 17. MAXIMUM PICK WEIGHT: 61,700 LES. N O N O O O (4) r �A I X a 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com �L ZA R OF WASgj��� itally sign by nelle T flin Date: 9 UUUU 2022.09.3 418726:M 29-MO' �'SSIONAL 0 ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR Z VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q NAVIX CERTIFICATION Q R-412347 BY O V IN COMPLIANCE WITH CITY OF RENTON STANDARDS W SURVEYED: SCALE: DATE: Z.NALL VERTICAL: NAVD 1988 ARCO/M U RRAY 09.26.2022 J HORIZONTAL: NAD 1983/1991 CITY O F DESIGNED: :� TOPGOLF RENTON PAGE:FIELDBOOK: 0 2 RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN � RENTON 780 LOGAN AVENUE NORTH PAGE: O DRAWN: I _ ® 2 RECORD DRAWINGS NAVIX 06.10.22 JET J.GREEN DRAWING NO: rvn ONE INCH DATUM Q 4 1 RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: AT FULL SCALE RENTON WA 98057 C'3R12 a J.TAFLIN SCALE ONE INCH Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR APPROVED: DRAINAGE DETAILS SHEET: OF O J.TAFLIN 47 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. Z O Fill LU Errs LL J l0'w) V a. O I_ TOPGOLF RENTON DUPLEX STORMWATER PUMP STATION TOP LEFT ISOMETRIC VIEW W/ SECTION NOT TO SCALE I I PLAN VIEW NOT TO SCALE i PROFILE VIEW NOT TO SCALE ;DISCLAIMERS. INCLUDING BUT NOT LIMITED TO � �pt4 Jansen Prleaal • ul n01m reserved DESCRIPTION: REV 1 I All elevations have been provided by others. and have not been verified by Jensen Precast. Contractor to verity all dimensions and elevations EHNE� n field poor to installation. s�Le PUMP Pl materials appearing as Jensen Precast documents and the kke are TOPGOLF RENTON 1 These layout drevdn s are intended to show overall stem design ont . All concrete component thicknesses, dimensions, and joint Y 9 s1' 9 Y P I IIII t a • r STATIONS proprietary wnk product and are "acted under U.S. c.Wght and other tans. ntationS may vary across Jensen Precast's manufacturing facilities. Contractor to confirm all thicknesses. dimensions, and joint orientations 521 DUNN CIRCLE. SPARKS, NV 89431 Unto ss m can undlon with huaneas condoned wkh Jensen Preoel Trite Page SHEET. orwr to installation. useeJensen Precast work pmdun witl+out express, wnnen conserdais PART NUMBE1l 1RAWNBY: 4&t SWPS C. P u rd i e s stem design critena has been provided to Jensen Precast. Others are responsible for verifcatlon that system sleets intended application. System 9 w spon Ys vPl www.jensenwaterresources.com nw r r ) a se ate resou cos coin r Nm d and.eal Innus ma +romei n I p o k . ed s», n a and al work 1 OF 2 4,) Foundation. subgade, and backfill to be designed by others. (ass) ass-ssoo p-cc... _ ..--apr, -i 'd ;�=-1�- -. - n-na tgv of eve action. CREATED' 4/23/2019 MODIFIED: 3/16/2020 PUMP STATION DETAIL N TS 19' 101, Ju A 010- INLET PIPING TO BE INSTALLED, 'CORED & SEALED BY OTHERS 08'-0' WET WE ANTI -FLOTATION PLAN VIEW NOT TO SCALE RIM EL: 30.49' PRECAST WET WELL PROVIDED BY OTHERS HIGH WATER ALARM EL: 23.58' _FT A I � I \ i LAG PUMP ON EL: 14.66 INLET INVERT AND LEAD PUMP ON FL: 13.65' PUMPS OFF Ell LOW WATER ALARM EL: 12.16 FLOOR EL ±10.66 PROFILE VIEW NOT TO SCALE r VALVE VAULT I.D. r CAST IRON IE AND COVER PRECAST WET WELL '— PROVIDED BY OTHERS ITEM OTY DESCRIPTION 9 2 SUBMERSIBLE PUMP HOMA AMS436.20012.8TX 10 2 AUTOCOUPLING ASSY 41N FLG STD HOMA 8604055 11 2 UPPER GUIDE RAIL BRACKET 41N FLG CPLNG 304SS HOMA 8732306 12 2 INTERMEDIATE GUIDE RAIL BRACKET 41N FLG CPLNG 304SS HOMA 0732106 13 1 FLOAT BRACKET 3 HOOK TYPE 316SS 14 2 FLOAT BRACKET 1 HOOK TYPE 3163S 15 2 FLOAT SWITCH 10OFT COX OPTI-F1100 16 80 FT PIPE 1-1121N SCH40 GUIDE RAIL 304SS 17 2 90 DEG ELBOW 41N DUCTILE IRON FLG 18 2 MJ SLEEVE 41N WITH SS BOLT AND MJ GASKET 19 2 PIPE MN PE X PE DUCTILE IRON SPOOL 4FT 20 2 PIPE 41N FLG X PE DUCTILE IRON SPOOL 3.5FT 21 2 CHECK VALVE 4IN NEOPRENE TIDEFLEX TF-1 22 2 RFCA 41N Wf SS HARDWARE ROMAC 23 4 CONNECTOR BOOT S106-7MWS-MULTI CORE -SEAL ASTM C923(C1644 SS MULTI HOLE-7 150480 24 6 PIPE 4IN FLG X FLG DUCTILE IRON SPOOL 4FT 25 2 PIPE 4IN FLG X PE DUCTILE IRON SPOOL 2FT 61N 26 1 PRESSURE TRANSDUCER 15PSI 100FT CABLE PMC VL21134S-15PSI-lW 27 1 SINK WEIGHT SS PMC SW211100 28 40 FT CHAIN WSIN 316SS 29 20 FT CHAIN 3l161N 316SS SYSTEM CHARACTERISTICS CHARACTERISTICS VALUES DUTY POINT PER PUMP 200 GPM @ 20.1- TDH MANUFACTURER HOMA MODEL NUMBER AMS436-20W2.81r(C PUMPTYPE SUBMERSIBLE NON -CLOG PUMP MOTOR SIZE 2,8 HP 14.1A REOUIRED POWER SUPPLY 460V, 3 PH FOUNDATION, SUBGRADE AND BACKFILL DESIGNED BY OTHERS PROVIDE A 12" GRAVITY CONNECTION AT 0% SLOPE BETWEEN THE PUMP BASINS TO CONTAIN FLOW IN THE EVENT OF A COMPLETE FAILURE. FOUNDATION, SUBGRADE AND BACKFILL DESIGNED BY OTHERS NOTES: ALL PRECAST CONCRETE STRUCTURES AND ACCESS HATCHESICOVERS TO BE SUPPLIED BY OTHERS. DISCLAIMERS, INCLUDING BUT NOT LIMITED TO %nNEH a t5201s Jemen Preoep-All rights reserved DESCRIPTION S. REV. 1.) All elevations have been provided by others. and have not been verified by Jensen Precast Contractor to verity all dimensions and elevations �`jr in field prior t0 installation. lltr I �, I PUMP Al materiels appearng as Jensen Precast dewments and the i,ke are TOPGOLF RENTON 2. These layout drevAn s are Intended to show overall stem design only. All concrete component thicknesses, dimensions, and joint Y 9 system 9P 1 1 r') I j AT IO NS proprietary mvn product and are preened ur<w .. rin n U S caPY g l and other laws orientations may vary across Jensen Prepst's manufacturing facilities. Contractor to confirm all thicknesses, dimensions, and joint orienations Unless mcontynnlonw_rkpbumew nhoutexed nNJensen MECHANICAL DETAIL SHEET: prior toinstallation. 521 DUNN CIRCLE, SPARKS, NV 89431 iduo lenCOn ent y use of Jensen Precast work pmdual without express. women cansem Is PART NUMBER: 464 SWPS DRAWN BY C. P U rd e 3.) System design criteria has been provided to Jensen Precast. Others are responsible for verification that system meets intended application- wwW Jensenwaterresources.com prohltated, and eup ent Is pnnhiMH from dlstobti ng any and all wurk 2 OF 2 4.) Foundation, subgrade, and backfill to be designed by others, (855) 468-5600 product to n—pim°rd -h,d .. ''-. rid- ;rz, -.td 1-1 CREATED: 4/23/2019 1 MODIFIED. 3/1 6/2020 PUMP STATION DETAIL N TS N O N Q Q 0 (4) r �A `qAVIX a 'ITF 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 �LI ZAP of wes I� � itally sign Lf i by nails T flin Date: 2022.09.3 d 418726:3s:43-HMO' CD �SI0 AL N N CD Q) ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN 77) INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD v CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD = o MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT r1) REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CI C D CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, a CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT w EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING A/ CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q 00 NAVIX CERTIFICATION Q R-412348 BY O CD 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LU 0 Z O 0 Fillo Z LU 0 SURVEYED: SCALE: DATE: HORIZONTAL: AL AD 119 3/1991 DESIGNED: ® FIELDBOOK: Z.NALL CITY O F 09.26.2022 J _ 2 RECORD DRAWINGS NAVIX 09.29.22 JET J.GREEN RENTON TOPGOLF RENTON 0 0 0 2 RECORD DRAWINGS NAVIX 06.10.22 JET : 780 LOGAN AVENUE NORTH PAGE: ® J.GREEN ONE INCH DATUM DRAWING NO: l -1 t„ Q 4 1 RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: AT FULL SCALE RENTON WA 98057 C-3.13 `act/ J.TAFLIN IF NOT ONE INCH Planning/Building/Public Works De t % NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY P DRAINAGE DETAILS SHEET: OF: 0 mI I I J.TAFLIN 1 48 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. M N r O W z O H z LU w LL J O 0 O H 0- CD N N 0 N CLT Q N 3 O Q0 G ry 0 POP z 5 LJ Ln COORDINATED WITH SERVICE PROVIDER. TELECOM CONNECTION LOCATION TO BE COORDINATED WITH SERVICE PROVIDER. O 2 RECORD DRAWINGS O 2 RECORD DRAWINGS RECORD DRAWINGS \� e NO. REVISION 5—FEET FROM OUTSIDE WALL OF OTHER WATER; SEwE]�S-O�R­STORM PIPES. 0 15 30 60 SCALE: 1 inch = 30 ft. 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com R-412349 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: Z.NALL SCALE: HORIZONTAL: NAD 1983/1991 DATUM CITY O F D R R E N TO N Planning/Building/Public Works Dept. ARCO/M U RRAY TOPGOLF RENTON 780 LOGAN AVENUE NORTH RENTON WA 98057 COMPOSITE FRANCHISE UTILITY SCHEMATIC DESIGNED: JGREEN NAVIX 09.29.22 JET NAVIX 06.10.22 JET DRAWN: J.GREEN ONE INCH NAVIX 05.17.22 JET CHECKED: J.TAFLIN AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: J.TAFLIN DATE: 09.26.2022 FIELDBOOK: PAGE: C-6.0 SHEET: OF: 66 82 LAI N O N O O O C� r z O I- z NW w LL O C� O F— SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. M N 1 1 0 W Z O H Z W w LL J O 0. O H :: SEE NO' SEE NOTI SEE NOTE LANDSCAPE PLAN 1 if = 401-011 8�1 0 20' 40' 80' RECORD DRAWINGS BRUM 109.29.22 ISSUED FOR CONSTRUCTION BRUM 06.18.21 5 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NAVIX 08.07.20 JET 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NAVIX 06.03.20 JET 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NAVIX 04.21.201 JET NO. REVISION BY I DATE I APPR SURVEYED: Z.NALL DESIGNED: K. LUNDQUIST DRAWN: S. HENRY CHECKED: K. LUNDQUIST APPROVED: K. LUNDQUIST SCALE: CV C� LO J H W W 2 W W Cn uj z_ J U H Q 75 AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NOTE 1. MULTIPLE TREE SPECIES AND VARIETIES ARE SHOWN FOR EACH TREE TYPE. TREE AVAILABILITY HAS BEEN LIMITED, SO WE ARE PROVIDING MORE THAN ONE OPTION FOR APPROVAL TO MINIMIZE SUBSTITUTION REQUESTS AFTER PERMIT APPROVAL. 2. EXISTING TREES AND VEGETATION IN PLANTING STRIP ALONG LOGAN AVENUE TO REMAIN UNLESS OTHERWISE INDICATED. REPAIR AND/OR REPLACE ANY LANDSCAPE DISTURBED BY CONSTRUCTION. SEE IRRIGATION PLANS FOR INFORMATION REGARDING PRESERVATION OF IRRIGATION SYSTEM. 3. EXISTING TREES IN PLANTER STRIPS ALONG 8TH AND PARK TO REMAIN. CAREFULLY REMOVE LAWN IN THE PLANTER STRIPS, ADD ADDITIONAL TOPSOIL TO CREATE LEVEL GRADE ALONG SIDEWALK AND CURBS, AND REPLACE WITH NEW SOD LAWN. PROVIDE MULCH ZONE AT TREES. SEE IRRIGATION PLANS FOR INFORMATION REGARDING PRESERVATION OF IRRIGATION SYSTEM. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM GAT Y O.t CITY + C + OF RENTON �FNTop, 2 Planning/Building/Public Works Dept. Landscape Architecture 600 North 85th Street, Suite 102 Seattle, WA 88103 - 3826 Telephone 206 782 3650 Facsimile 206 782 3675 STATE OF WASHINGTON REGISTERED ANDSCAPE ARCHITECT MARK H. BRUMBAUGH CERTIFICATE NO. 458 R=412350 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ARCO/MURRAY TOPGOLF RENTON 780 LOGAN AVENUE NORTH RENTON, WA 98057 LANDSCAPE PLAN DATE: 02/20/2020 FIELDBOOK: PAGE: DRAWING NO: L5.01 SHEET: OF: 67 82 O O O O O N Aj O O O O 1 O� Q J Z O H Z W w LL rO V a. O F— SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. N r O 1 0 w I— Z O H Z W w LL O 0 O H LANDSCAPE PLAN 1 If = 401-011 w TEMPORARY PHASE II LANDSCAPING AND IRRIGATION LED AS PART OF EI '' LESS A BUILDING PER IT FOR PHASE II HAS BEE APPLIED FOR PRIOR TO MW L INSPECTION. NOTE#3. DETAIL SEE L8.01 S 0 20' 40' 80' RECORD DRAWINGS BRUM 109.29.22 ISSUED FOR CONSTRUCTION BRUM 06.18.21 5 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NAVIX 08.07.20 JET 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NAVIX 06.03.20 JET 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NAVIX 04.21.201 JET NO. REVISION BY I DATE I APPR LANDSCAPE CALCULATIONS MIN REQUIRED INTERIOR LANDSCAPE (35 SF PER STALL): 16,520 SF PROVIDED LANDSCAPE: 16,567 SF REQUIRED PARKING LOT TREES (1 TREE / 6 INTERIOR PARKING STALLS): 79 PROVIDED INTERIOR PARKING STALLS: 472 PROVIDED INTERIOR PARKING LOT TREES: 79 NOTE 1. MULTIPLE TREE SPECIES AND VARIETIES ARE SHOWN FOR EACH TREE TYPE. TREE AVAILABILITY HAS BEEN LIMITED, SO WE ARE PROVIDING MORE THAN ONE OPTION FOR APPROVAL TO MINIMIZE SUBSTITUTION REQUESTS AFTER PERMIT APPROVAL. 2. EXISTING TREES AND VEGETATION IN PLANTING STRIP ALONG LOGAN AVENUE TO REMAIN UNLESS OTHERWISE INDICATED. REPAIR AND/OR REPLACE ANY LANDSCAPE DISTURBED BY CONSTRUCTION. SEE IRRIGATION PLANS FOR INFORMATION REGARDING PRESERVATION OF IRRIGATION SYSTEM. 3. EXISTING TREES IN PLANTER STRIPS ALONG 8TH AND PARK TO REMAIN. CAREFULLY REMOVE LAWN IN THE PLANTER STRIPS, ADD ADDITIONAL TOPSOIL TO CREATE LEVEL GRADE ALONG SIDEWALK AND CURBS, AND REPLACE WITH NEW SOD LAWN. PROVIDE MULCH ZONE AT TREES. SEE IRRIGATION PLANS FOR INFORMATION REGARDING PRESERVATION OF IRRIGATION SYSTEM. SURVEYED: Z.NALL DESIGNED: K. LUNDQUIST DRAWN: S. HENRY CHECKED: K. LUNDQUIST APPROVED: K. LUNDQUIST SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. Landscape Architecture 600 North 85th Street, Suite 102 Seattle, WA 88103 - 3826 Telephone 206 782 3650 Facsimile 206 782 3675 STATE OF WASHINGTON REGISTERED ANDSCAPE ARCHITECT MARK H. BRUMBAUGH CERTIFICATE NO. 458 R=412351 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ARCO/MURRAY TOPGOLF RENTON 780 LOGAN AVENUE NORTH RENTON, WA 98057 LANDSCAPE PLAN DATE: 02/20/2020 FIELDBOOK: PAGE: DRAWING NO: L5.02 SHEET: OF: 68 82 r O O O 1 O N u O O O O O 1 O� r Q J N O N O O 1 'r// ry n Z O H Z W w LL ♦O V a. O F— SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. M N SS T- 0 W 1-- z O H z W w LL ,O /V li O F— UTILITY SCREEN PLAN ill =40' w w w w w w Iss—SS I SD SO-1 / o / 0 �O o SD \ N \ SD SD SD I SD _ SD 00Cn SD SD I SI� � SD —� c�0 N � �o p On \ Sp v N SD S I a D SD N 0 o SD \ � \ _ SD N 0� SD r O J w w / co LU w 07 ,xUj ' • / � �oiaooioo�ioio oo� �s U , , , G 4 �cc cad's` � / / aa+�' - D• -. °. D A D' C w- w — SD SD SD SD SD SD SD SD SID Sp v Cn n v a a D ° D -.D D D ° •D ' ° ° ' 000000000000000 i ° 00000000000 C 00000000000 00000000000 T° 000• 000 �/ 0 E ��X 0 20' 40' 80' RECORD DRAWINGS BRUM 09.29.22 SURVEYED: SCALE: ISSUED FOR CONSTRUCTION BRUM 06.18.21 Z.NALL AS NOTED DESIGNED: 5 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NAVIX 08.07.20 JET K. LUNDQUIST Q ® 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NAVIX 06.03.20 JET DRAWN: S. HENRY ONE INCH Q 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NAVIX 04.21.20 JET CHECKED: AT FULL SCALE K. LUNDQUIST IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: DQUIST SCALE ACCORDINGLY K. LUN ENLARGEMENT ill =20' UTILITIES LEGEND SYMBOL DESCRIPTION ABOVE GRADE UTILITIES 7 J, F, F, F, F, F, j AT GRADE UTILITES VERTICAL: NAVO 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. Landscape Architecture 600 North 85th Street, Suite 102 Seattle, WA 88103 - 3826 Telephone 206 782 3650 Facsimile 206 782 3675 STATE OF ,S\� WASHINGTON EGISTERED REGISTERED ANDSCAPE RCHITECT \ MARK H. BRUMBAUGH CERTIFICATE NO. 458 R=412352 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ARCO/MURRAY TOPGOLF RENTON 780 LOGAN AVENUE NORTH RENTON, WA 98057 UTILITY SCREEN PLAN DATE: 02/20/2020 PAGE: DRAWING NO: L5.11 SHEET: OF: 69 82 cY) O O O I O N Aj O O C) rn Q J N O CN C) Cy) z O H z W w LL O CD a. O F— SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. co N O 0 W Z O H Z W w LL J O 0 a O H LO J w w 2 w w U) LJ z J 2 U H Q w —w— SS ss— SD SD SD � � SD SD Sp \ Sp � So 4F UTILITY SCREEN PLAN 1"=40' TEMPORARY PHASE II LANDSCAPING AND IRRIGATION TO BE INSTALLED AS PART OF PHAS&"NLESS A BUILDING PERMIT FOR PHASE II HAS BEEN APPLIED FOR PRIOR TO WL INSPECTION. Z LLU Q ryN� I..L S 0 20' 40' 80' RECORD DRAWINGS BRUM 109.29.22 ISSUED FOR CONSTRUCTION BRUM 06.18.21 5 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NAVIX 08.07.20 JET 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NAVIX 06.03.20 JET 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NAVIX 04.21.201 JET NO. REVISION BY I DATE I APPR ENLARGEMENT 2 1"=20' UTILITIES LEGEND SURVEYED: Z.NALL DESIGNED: K. LUNDQUIST DRAWN: S. HENRY CHECKED: K. LUNDQUIST APPROVED: K. LUNDQUIST SYMBOL DESCRIPTION ABOVE GRADE UTILITIES AT GRADE UTILITES VERTICAL: NAVO 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY (:ENLARGEMENT 3 1"=20' CITY OF RENTON Planning/Building/Public Works Dept. Landscape Architecture 600 North 85th Street, Suite 102 Seattle, WA 88103 - 3826 Telephone 206 782 3650 Facsimile 206 782 3675 STATE OF WASHINGTON REGISTERED ANDSCAPE RCHITECT A&"l MARK H. BRUMBAUGH CERTIFICATE NO. 458 R=412353 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ARCO/MURRAY TOPGOLF RENTON 780 LOGAN AVENUE NORTH RENTON, WA 98057 UTILITY SCREEN PLAN DATE: 02/20/2020 PAGE: DRAWING NO: L5.12 70 82 cY) O O O 1 O N Aj 0 O O O 1 Q J N O N O O O 1 L^.L L.L Z O H Z W w LL ♦O V a. O F— SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. PLANT SCHEDULE TREES CODE QTY 53 z O F_ z LU w LL J O 0 �\�y��VVAVIVIhIViy�6 O a F_ • 26 11 70 11 3 8 CODE QTY CR 300 CS 29 CK 30 EG 17 HP 144 LP 76 PM 77 PL 68 SP 12 TM 233 TO 30 VD 114 BOTANICAL NAME PARKING LOT TREES COMMON NAME 2021-06-30 18:12 SIZE REMARKS ACER PLATANOIDES X TRUNCATUM 'KEITHSFORM' NORWEGIAN SUNSET MAPLE 2.5" CAL. B&B ACER RUBRUM 'AUTUMN FLAME' AUTUMN FLAME MAPLE 2" CAL. B&B LIQUIDAMBAR STYRACIFLUA 'WARD' CHEROKEE SWEETGUM 2.5" CAL. B&B COLUMNAR TREES ACER PLATANOI DES 'COLUMNARE' COLUMNAR NORWAY MAPLE 2.5" CAL. B&B ACER RUBRUM 'KARPICK' KARPICK RED MAPLE 2.5" CAL. B&B CARPINUS BETULUS 'FASTIGIATA' PYRAMIDAL EUROPEAN HORNBEAN 2.5" CAL. B&B ENTRY PLAZA TREES GINKGO BILOBA AUTUMN GOLD TM MAIDENHAIR TREE 2.5" CAL. B&B NYSSA SYLVATICA 'WILDFIRE' BLACK GUM 2.5" CAL. B&B PARROTIA PERSICA RUBY VASE' RUBY VASE PERSIAN PARROTIA 2.5" CAL. B&B EVERGREEN TREES CALOCEDRUS DECURRENS INCENSE CEDAR 10' HT. PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' VANDERWOLF'S PYRAMID PINE 8' HT. GROVE TREES POPULUS TREMULOIDES QUAKING ASPEN 2" CAL. B&B, STRONG CENTRAL LEADER ACCENT TREES AMELANCHIER CANADENSIS 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 10' HT. MULTI -STEM, WELL -BRANCHED ACER RUBRUM RED MAPLE 1.5" CAL. BOTANICAL NAME COMMON NAME SIZE SPACING CISTUS X HYBRIDUS WHITE ROCKROSE 3 GAL 48" o.c. CORNUS SANGUINEA 'CATO' TM ARCTIC SUN DOGWOOD 3 GAL 48" o.c. CORNUS SERICEA 'KELSEYI' KELSEYI DOGWOOD 21"-24" HT. 48" o.c. EUONYMUS JAPONICUS 'GREEN SPIRE' GREEN SPIRE EUONYMUS 2 GAL 36" o.c. HYDRANGEA PANICULATA LITTLE LIME' LITTLE LIME HYDRANGEA 3 GAL 48" o.c. LONICERA PILEATA PRIVET HONEYSUCKLE 21"-24" SPR. 42" o.c. PINUS MUGO MUGO PINE 3 GAL 36" o.c. PRUNUS LUSITANICA PORTUGAL LAUREL 3 GAL 36" o.c. SPIRAEA X BUMALDA 'GOLD FLAME' GOLDFLAME SPIREA 3 GAL 48" o.c. TAXUS X MEDIA 'HICKSII' HICKS YEW 30"-36" HT. 36" o.c. THUJA OCCIDENTALIS 'DEGROOT'S SPIRE' DEGROOT'S SPIRE ARBORVITAE 3 GAL 42" o.c. VIBURNUM DAVIDII DAVID VIBURNUM 21"-24" SPR. 48" o.c. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME SIZE SPACING CAK 92 SF CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' FEATHER REED GRASS 1 GAL 30" o.c. DSC 2,801 SF DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS 1 GAL 24" o.c. FES 408 SF FESTUCA GLAUCA 'ELIJAH BLUE' BLUE FESCUE 1 GAL 18" o.c. MIS 632 SF MISCANTHUS SINENSIS 'ADAGIO' ADAGIO EULALIA GRASS 1 GAL 30" o.c. NAS 3,109 SF NASSELLA TENUISSIMA TEXAS NEEDLE GRASS 1 GAL 24" o.c. PAN 1,980 SF PANICUM VIRGATUM 'HAENSE HERMS' HAENSE HERMS SWITCH GRASS 1 GAL 24" o.c. PEN 2,823 SF PENNISETUM ALOPECUROIDES 'HAMELN' HAMELN FOUNTAIN GRASS 1 GAL 24" o.c. GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE SPACING 45,491 SF SOD LAWN 38,626 SF GROUND COVER ARC ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 4"POT COT COTONEASTER DAMMERI BEARBERRY COTONEASTER 4"POT EFK EUONYMUS FORTUNEI 'KEWENSIS' KEW EUNONYMUS 4"POT EUR EUPHORBIA ROBBIAE EVERGREEN SPURGE 2 GAL RUC RUBUS CALYCINOIDES CREEPING RASPBERRY 4"POT 58,494 SF EROSION CONTROL HYDROSEED NOTE 1. MULTIPLE TREE SPECIES AND VARIETIES ARE SHOWN FOR EACH TREE TYPE. TREE AVAILABILITY HAS BEEN LIMITED, SO WE ARE PROVIDING MORE THAN ONE OPTION FOR APPROVAL TO MINIMIZE SUBSTITUTION REQUESTS AFTER PERMIT APPROVAL. 2. EXISTING TREES AND VEGETATION IN PLANTING STRIP ALONG LOGAN AVENUE TO REMAIN UNLESS OTHERWISE INDICATED. REPAIR AND/OR REPLACE ANY LANDSCAPE DISTURBED BY CONSTRUCTION. SEE IRRIGATION PLANS FOR INFORMATION REGARDING PRESERVATION OF IRRIGATION SYSTEM. 3. EXISTING TREES IN PLANTER STRIPS ALONG 8TH AND PARK TO REMAIN. CAREFULLY REMOVE LAWN IN THE PLANTER STRIPS, ADD ADDITIONAL TOPSOIL TO CREATE LEVEL GRADE ALONG SIDEWALK AND CURBS, AND REPLACE WITH NEW SOD LAWN. PROVIDE MULCH ZONE AT TREES. SEE IRRIGATION PLANS FOR INFORMATION REGARDING PRESERVATION OF IRRIGATION SYSTEM. RECORD DRAWINGS BRUM 09.29.221 SURVEYED: Z.NALL ISSUED FOR CONSTRUCTION BRUM 06.18.21 DESIGNED: ® 5 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NAVIX 08.07.20 JET K. LUNDQUIST ® 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NAVIX 06.03.20 JET DRAWS. HENRY 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NAVIX 04.21.20 JET CHECKED: NO. REVISION BY DATE APPR K. LUNDQUIST APPROVED: K. LUNDQUIST SCALE: AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON ONE INCH �ATU M • Planning/Building/Public Works Dept. AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Landscape Architecture 600 North 85th Street, Suite 102 Seattle, WA 88103 - 3826 Telephone 206 782 3650 Facsimile 206 782 3675 STATE OF A WETON REGISTERED ANDSCAPE ARCHITECT MARK H. BRUMBAUGH CERTIFICATE NO. 458 R=412354 IN COMPLIANCE WITH CITY OF RENTON STANDARDS u N O N O O (7) Ir- ry n z O H z LU w ARCO/M U RRAY DATE:02/20/2020 J TOPGOLF RENTON FIELDBOOK: PAGE: O 780 LOGAN AVENUE NORTH DRAWING N0: RENTON, WA 98057 L5.21 O LANDSCAPE PLAN SHEET: 71 OF 82 I- SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. Z O H Z W w LL J O 0 O F_ PLAZA PLAN 1 If = 10' 0 5' 10, 20' RECORD DRAWINGS BRUM 109.29.22 ISSUED FOR CONSTRUCTION BRUM 06.18.21 5 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NAVIX 08.07.20 JET 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NAVIX 06.03.20 JET 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NAVIX 04.21.201 JET NO. REVISION BY I DATE I APPR SURVEYED: Z.NALL DESIGNED: K. LUNDQUIST DRAWN: S. HENRY CHECKED: K. LUNDQUIST APPROVED: K. LUNDQUIST MEN SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVO 1988 HORIZONTAL: NAD 1983/1991 DATUM MATERIALS SCHEDULE :.:_003 TOFINO NO -SCRATCH BIKE RACK BY SPORTWORKS, QTY 18 LOW VOLTAGE UPLIGHTS AT TREES: SEE LIGHTING PLANS ° SKATE CLIPS: HEMISPHERE GRINDERMINDER BY GRIND TO A HALT: BRUSHED STAINLESS STEEL, 36" O.C. AO PAVING TYPE A: CIP CONCRETE PAVING WITH 2' SCORE PATTERN - INTEGRAL COLOR, DARK GRAY WITH MEDIUM -LIGHT SAND BLAST FINISH © PAVING TYPE B: CIP CONCRETE PAVING WITH 4' SCORE PATTERN - INTEGRAL COLOR DARK GRAY WITH MEDIUM -LIGHT SAND BLAST FINISH © PAVING TYPE C: CIP CONCRETE PAVING WITH 4' SCORE PATTERN - NATURAL GRAY WITH LIGHT BROOM FINISH SEATING CALCULATIONS REQUIRED SEATING (3 LF SEATING / 60 SF OF .01(TOTAL SITE + BUILDING# 249 LF PROVIDED SEATING: 250 LF TOTAL SITE SIZE: 473,657 SF BUILDING SIZE: 24,634 SF SECTION THROUGH PLAZA 1 /811 = 1'-0" CITY OF RENTON Planning/Building/Public Works Dept. R=412355 0 4' 8' 16' Landscape Architecture 600 North 85th Street, Suite 102 Seattle, WA 88103 - 3826 Telephone 206 782 3650 Facsimile 206 782 3675 STATE OF WASHINGTON REGISTERED ANDSCAPE RCHITECT A&"l MARK H. BRUMBAUGH CERTIFICATE NO. 458 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ARCO/MURRAY TOPGOLF RENTON 780 LOGAN AVENUE NORTH RENTON, WA 98057 PLAZA PLAN DATE: 02/20/2020 PAGE: DRAWING NO: L5.31 72 82 C'7 O O O O I N Aj N O N O O O I (3) Ir- ry n Z O H Z W w LL ♦O V a. O F_ z O z W w LL ,O V O �i EXISTING IRRIGATION TO REMAIN. RAISE HEADS TO NEW FINISH GRADE. PRESERVE AND PROTECT ALL LATERALS LINES FOR RECONNECTION TO NEW VALVE ON TOP I GOLF PROPERTY. PRIOR TO DRIVEWAY INSTALLATION CUT AND CAP EXISTING MAINLINE AND VALVE WIRE TO THE 2 IRRIGATION VALVES SOUTH OF THE PROPERTY. INSTALL NEW 61, SCHD 80 PVC SLEEVE AND REINSTALL MAINLIINE AND WIRING AT THESE CROSSINGS TO MAINTAIN A FULLY OPERATIONAL r SYSTEM SOUTH OF PROPERTY. 1 EXISTING IRRIGATION TO REMAIN. RAISE HEADS TO NEW FINISH GRADE. PRESERV AND PROTECT ALL LATERALS LINES FOR RECONNECTION TO NEW VALVE ON TOP GOLF PROPERTY. I i INSTALL NEW 4" SLEEVE AND 2" — LATERAL UNDER SIDEWALK AND CONNECT TO NEW VALVE LOCATED AT BACK OF WALK. CONNECT NEW LATERAL TO EXISTING HEADS AND LATERALS. z Uj z �< V O ❑ J SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 1 DISCONNECT VALVE #10 FROM CITY MAINTAIN OPERATIONAL STATUS 1 —SYSTEM LOCATED BETWEEN CURB AND SIDEWALK. CAP LATERAL SLEEVED .— —.. —OF EXISTING SYSTEM. _ �x 1 IRRIGATION SCHEDULE UNDER N BTH STREET. � � T H S T 1 EXISTING IRRIGATION TO REMAIN. RAISE -.fig CAP LATERAL SLEEVED I UNDER N 8TH STREET. _ �--¢—o--�-- a �— 1 SYMBOL DESCRIPTION HEADS TO NEW FINISH GRADE. PRESERVE INSTALL NEW 4" SLEEVE AND 2" 1 EXISTING IRRIGATION REMAIN. RAISE 1 AND PROTECT ALL LATERALS LINES FOR LATERAL UNDER SIDEWALK AND yl HEADS TO NEW FINISH GRADE. PRESERVE I 0 15 RAINBIRD RD06-S-P30-F - U 15F RECONNECTION TO NEW VALVE ON TOP 18 CONNECT TO NEW VALVE LOCATED 22 23 AND PROTECT ALL LATERALS LINES FOR GOLF PROPERTY. AT BACK OF WALK. CONNECT NEW 51 ! RECONNECTION TO NEW VALVE ON TOP r-'\ 15 RAINBIRD RD06-S-P30-F- U 15H 48 LATERAL TO EXISTING HEADS AND LATERALS. 41 45 GOLF PROPERTY. 1 L 15 RAINBIRD RD06-S-P30-F - U15Q 15 15 15 15 15 15 RAINBIRD RD06-S-P30-F - HE-VAN-15 EST SST 55T 8 8 B 1 1 SST SST SST 55T SST 8 8 10 10 10 B — SST SST SST SST SST a = '; I �`• �p � • ,l , ;�• Ili ° Imo' ■ l� N����illliiii% I I I I I I I I.l� i l,I I I I I� •, 1,� I J1� I � � ,' 1 . II it ■ LY/////I \� .I o- I , 2 l SST 15 ,5 9 4 i 12 wT ® 5 30 2 I ' , I T 55T 15 15 `� 1 "`tz 13 5 3 ' 15 O 10 15 13 4 15 ; 5 1 ' I 15 1 S • 5 15 O O O 15 15 M32 O 10 5 I `s 115 -- _— --- O 15 O ~ PRIOR TO DRIVEWAY I ; 5 15INSTALLATION CUT AND CAP --- _ _ _ _ — --------_ — ® 5 EXISTING MAINLINE AND VALVE ,s 1 1s� 12 15 ►E Q s 3 WIRE TO THE 2 IRRIGATION o l 12 15 Q VALVES SOUTH OF THE I I I n 15 PROPERTY. INSTALL NEW 6" I I " 15 L�■J 15 15 SCHD 80 PVC SLEEVE AND I I j\\ 15 15 REINSTALL MAINLIINE AND II \ 10 WIRING AT THESE CROSSINGS TO z''I 2's 12 12 3 \ __J s 5 MAINTAIN A FULLY OPERATIONAL SYSTEM SOUTH OF PROPERTY. I H ` ' ' S s 5 ,o Z io 12 12 F 7 I ,o� -TI SST_TT 22' z j I 12o 12A3 39 ,z � � EST E5T �0p40 p002 I 5 —2 ------------- 81 o -- -- -- _ — -- -- -- a — — // 46, � � 10 SST o ,o — -- -- — -- -- -- ,;; �— o a ® 5 a EXISTING IRRIGATION TO REMAIN. RAISE I o EV HEADS TO NEW FINISH GRADE. PRESERVE a e a / o o e AND PROTECT ALL LATERALS LINES FOR I ! d RECONNECTION TO NEW VALVE 41. e is a o a. I I � e I is 2 � 15 i ,5 15 ,5 5 15 , 15 ,5 IS ' 10 10 10 1 15 CUT AND CAP EXISTING LATERALS LINES FROM ZONE #2 WHICH EXTEND NORTH OF THE SOUTH PROPERTY EDGE. LANDSCAPE PLAN 1 if = 401-011 15 29 • • • O ID SST 55T SST SST 55T SST 5 s 8 8 10 to to 15 RAINBIRD RD06-S-P30-F- HE-VAN-15 e e e 10 10 ,0 15 13 15 e 9 10 10 10 8 ST e 8 ,3 5 ---_ 15 15 1515 a t0 10 10 ,0 _ _ _ _ __ _ 12 RAINBIRD RD06 S P30 F U12F ----- 12 12 12 1,5 15 15 15 15 15 1 12 RAINBIRD RD06-S-P30-F - U12H 15-------------- 13 1S t5 15 15 15 15 ,5 15 ,S---15--- ,5 ----- —__ __ L—__—_______ 5 5 15 15 12 RAINBIRD RD06-S-P30-F - U12Q 1s iy 5 5 ----- 15 ,3 ,5 --- 15 _------1 15 T ST 12 RAINBIRD RD06-S-P30-F - HE-VAN-12 T T T 19 20 21 12 RAINBIRD RD06-S-P30-F - HE-VAN-12 44 4 1 O 1 0 10 RAINBIRD RD06-S-P30-F - U10F 10 RAINBIRD RD06-S-P30-F - U10H 1 s O• -- �����illl:iii®����1 O• O G '-t 0.1 13 15 S e ,0 1s o —T 10 15 c ,5 15 ,0 IS 15 ® 48 47 44 46 a 8 t3 5 15 ,5 5 1 ,5 15 5 1 ---------------- 15 15 15 ,5 15 is 15 1 \ 15 10 RAINBIRD RD06-S-P30-F- U10Q 1 1 10 RAINBIRD RD06-S-P30-F - HE-VAN-10 1 10 RAINBIRD RD06-S-P30-F - HE-VAN-10 1 1 O 8 RAINBIRD RD06-S-P30-F - U8F � 8 RAINBIRD RD06-S-P30-F - U8H L 8 RAINBIRD RD06-S-P30-F - U8Q 8 RAINBIRD RD06-S-P30-F- HE-VAN-8 8 RAINBIRD RD06-S-P30-F - HE-VAN-8 5 RAINBIRD RD06-S-P30-F - MPR-5H OO L 5 RAINBIRD RD06-S-P30-F - MPR-5Q ❑ EST RAINBIRD RD06-S-P30-F - MPR-15EST 1 ❑ SST RAINBIRD RD06-S-P30-F - MPR-15SST 1 O� ❑ RAINBIRD RD04-S-P30-F - NOZZLE AS NOTED 1 1 1 O 1 1 1-1 CONTROLLER - ZONE NUMBER 30 ZONE GPM 1 1 PSI I RADIUS I G.P.M. 30 15' 3.70 30 15' 1.85 30 15' 0.92 30 15' 2.78 30 15' 0.93 30 12' 2.60 30 12' 1.30 30 12' 0.65 30 12' 1.77 30 12' 0.59 30 10, 1.64 30 10, 0.82 30 10, 0.41 30 10, 1.34 30 10, 0.45 30 8' 1.05 30 8' 0.52 30 8' 0.26 30 8' 0.88 30 8' 0.29 30 5' 0.20 30 5' 0.10 30 4' X 15' 0.61 30 4' X 30' 1.21 1 ❑ CONTROLLER: 1 RAINBIRD ESP48LXME-SSPED - 48 STATION CONTROLLER, PEDESTAL MOUNT ------------------- 1 RAINBIRD IQ -CLOUD V3.0 - MODULAR CENTRAL CONTROL SYSTEM WITH WIFI CONNECTION 1 RAINBIRD IQ FSCM-LXME FLOW SMART CONNECTION MODULE 1 RAINBIRD WR2-RFC RAIN + FREEZE SENSOR ON CONTROLLERS A, B AND C ONLY 1 1 1 O• D4 RAINBIRD 200-PESB-R, 2" REMOTE CONTROL VALVE 1 0 0 RAINBIRD 44 NP - 1"QUICK COUPLING VALVE. PROVIDE ONE AT EACH CLUSTER OF VALVES � SST __J EST EST w ❑�] 2" FEBCO DOUBLE CHECK VALVE - PROVIDE ONE AT ROOF LEVEL CONNECTED TO DOMESTIC SYSTEM w IRRIGATION METER. SEE CIVIL FOR SIZE AND LOCATION 1 _EST w SCHEDULE 40 PVC 2" MAINLINE. 55 w 1 U) CLASS 200 PVC LATERAL LINE (SEE PIPE SIZING TABLE THIS SHEET) 5 uj a 15 121 Z_ SCHEDULE 40 PVC SLEEVING (TWICE THE SIZE OF INTERIOR PIPE, MIN. 2" DIA.) ,0 e e 1 J 12 1515 T 15 e 1 3 _ U .? --- — SH r 5 I 1 ,5 1 1 ` ---j , — — — — Is I5 15 O 0er�' 0awv' I 15 1 15 12 I 11I1} II 1 3 I 5 I I ,z z I 'S 42 li 1 1 38 a 1 43 P45 1 F1'2 co 15 �� 1 015 EST i III 1 I 5 I it 1 1 55T 1 I ssT -I I 1 -- - - - - -� 1 1 V55T PIPE SIZING TABLE PIPE SIZE MAXIMUM GALLONS PER MINUTE (G.P.M.) 3/4" CLASS 200 UP TO 10 G.P.M. 1" CLASS 200 UP TO 16 G.P.M. 1 1/4" CLASS 200 UP TO 26 G.P.M. 1 1/2" CLASS 200 UP TO 32 G.P.M. 2" CLASS 200 UP TO 55 G.P.M. i 1 1 ' 55T I• 1 NOTE: SET I I 1 PL�TMAINLIINGgNE ODUNIN SST DECOMMISSIONING OF EXISTING CONTROL VALVES TO BE ry j 1 COORDINATED WITH STEVE BROWN, PARKS MAINTENANCE ,�dwis I u I o>. 44 i 1 15 , ,5 ,5� a 46 — _!— MANAGER, AT SBROWN@RENTONWA.GOV 4 RECORD DRAWINGS ISSUED FOR CONSTRUCTION CIVIL CONSTRUCTION PERMIT RESUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION 0 20' 40' 80' BRUM 09.29.22 SURVEYED: Z.NALL BRUM 06.18.21 DESIGNED: K. LUNDQUIST NAVIX 08.07.20 JET NAVIX 06.03.20 JET DRAWN: S. HENRY NAVIX 04.21.20 JET CHECKED: K. LUNDQUIST BY DATE APPR APPROVED: K. LUNDQUIST 1 1 i 1 1 1 SCALE: AS NOTED I ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. Landscape Architecture 600 North 85th Street, Suite 102 Seattle, WA 88103 - 3826 Telephone 206 782 3650 Facsimile 206 782 3675 STATE OF WASHINGTON V REGISTERED �� �� ANDSCAPE ARCHITECT MARK IT BRUMBAUGH CERTIFICATE NO. 458 R=412356 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ARCO/MURRAY TOPGOLF RENTON 780 LOGAN AVENUE NORTH RENTON, WA 98057 IRRIGATION PLAN r O C) N 0 III O 1 z O III,_ z n i DATE: LL 02/20/2020 FIELDBOOK: J PAGE: O DRAWING NO: L6.01 a. SHEET: OF: O 73 82 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. Mr---- ————————————— — DISCONNECT VALVE #12 FROM CITY MAINTAIN OPERATIONAL STATUS ————— - - - - - - - - - - - - - - - - - - - - -SYSTEM LOCATED BETWEEN CURB AND SIDEWALK. CAP LATERAL SLEEVED OF EXISTING SYSTEM. UNDER N 8TH STREET. N 8TH ST � O 1 1 CAP LATERAL SLEEVED 1 UNDER N 8TH STREET. � �� Q 1 INSTALL NEW 4" SLEEVE AND 2" [EXISTING IRRIGATION TO REMAIN. RAISE LATERAL UNDER SIDEWALK AND HEADS TO NEW FINISH GRADE. PRESERVE W CONNECT TO NEW VALVE LOCATED AND PROTECT ALL LATERALS LINES FOR 50 AT BACK OF WALK. CONNECT NEW d 27 28 29 50 RECONNECTION TO NEW VALVE ON TOP LATERAL TO EXISTING HEADS GOLF PROPERTY. AND LATERALS. 42 45 e e 31 33 55T T SST SST SST IT g S 10 12 12 12 13 15 15 , 10 10 I 10 ,0 — — — ,n 1n m 10 ,o ,o to to to I , to to g - -- g 15 Ig 10 10 ,0 ---- 10 ,2 ---------------------------------------------------------------- T — 0 10 10 Ip10 10 ----- ,0 10 10 10 10 10 10 10 ,0 ,0 ,0 [y]�� 'u 15 5 n — ,o 10 ,o 10 10 10 10 � \ 15 15 � _ 15 I IS ______—____ Z O F_ Z W w LL J O CD 0. O F_ 1 ,s 15 5 ,5 ,5 S 11 is s s u I 15 15 is — — — 115 15 15 Is — — — — 15 5 ----15 ___ '15 S --___I 15 15 \ 3 n T EST 10 IS 24 25 EE to\ 5 46 1 46 ,o 0 t0 15 1 -, ,0 1 ° 0 15 1 ° +° J o I � I _J I LU I w I � I W I w I � I w I z I = I U I al 2 i ss I 1 1010 E EST t0 10 0 / SST ssr � g ssr �g , 1sd 8 35 34 33 SS 5 2 29 39 EST ES O,� 15d S 10 S 10 13 1,5 i e g 10 15 ,s ss I 15 15 13 ,5 ,5 ,5tl 5 I.I II lil 36 1 • 11 35 I 0 ® g I-- ,z 10 I g e e e g is 1 ®, 10 s 12 Is MAINLINE TO RUN IN PLANTING BED 1 15 15 1 ° 2 0 39 10 15 0 1 0 42 0 2 15 ,5 15 ----- ----- — -- -- — 1 ,o ,o ,o 10 10 10 m s m 5 g g a g a 10 ,o I ,° 1° — — — — — — ------------------- �• 1 g 41 NF 40 — 5u� 39 j o 0 42 SST 1 I 1 I I I10 1 1 1 1 VE TO RUN IN NG BED LANDSCAPE PLAN 1 " = 401-011 C 32 35 0 C. 31 44 EXISTING IRRIGATION TO REMAIN. RELOCATION OF MAINLINE AND CONTROL ALONG PARK AVE. N. WILL OCCUR WITH PHASE 2 CONSTRUCTION, TYP. a l l 8 e e e g 5 g g II II II II II II II II I II II II II II I g g B Is II g II II II II II II II II II II II I I 15 II , EST SST SST EST g 8 MAINLINE TO RUN IN PLANTING BED a g —SS s5T IT ST SS ST ST — IT g — — -- — -- -- -- -- -- 55T — 55T SST — —55r SST 0 I I j11 I I I 71 Ell (2) ADDED VALVES FOR N. 8TH ST. LATERAL LINES RUN ALONG N.8TH ST. PRESERVE AND PROTECT MAINLINE CONNECTION CROSSING FROM THE NORTH SIDE OF N.E. 8TH ST. TEMPORARY PHASE II .,LANDSCAPING AND IRRIGATION LED AS PART OF ° 10 LESS A BUILDING �a PER IT FOR PHASE II HAS 10 BEE APPLIED FOR PRIOR TO 10 ° L INSPECTION. 10 10 10 10 10 10 0 1n 10 Z LIJ Q ryN� I m I,o o 10ADDED VALVE FOR PARK AVE. N. I 10 ° LATERAL LINES RUN ALONG PARK AVE. N. 0 10 g SST SST SST SST SST i Io 10 SST _ SST IT SST SST t5 0 20' 40' 80' RECORD DRAWINGS ISSUED FOR CONSTRUCTION 5 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL ® 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NO. REVISION IRRIGATION SCHEDULE SYMBOL DESCRIPTION PSI RADIUS G.P.M. 0 15 RAINBIRD RD06-S-P30-F - U15F 30 15' 3.70 r-'\ 15 RAINBIRD RD06-S-P30-F- U15H 30 15' 1.85 L 15 RAINBIRD RD06-S-P30-F - U15Q 30 15' 0.92 15 RAINBIRD RD06-S-P30-F - HE-VAN-15 30 15' 2.78 15 RAINBIRD RD06-S-P30-F- HE-VAN-15 30 15' 0.93 0 12 RAINBIRD RD06-S-P30-F - U12F 30 12' 2.60 r_'� 12 RAINBIRD RD06-S-P30-F - U12H 30 12' 1.30 12 RAINBIRD RD06-S-P30-F - U12Q 30 12' 0.65 12 RAINBIRD RD06-S-P30-F - HE-VAN-12 30 12' 1.77 12 RAINBIRD RD06-S-P30-F - HE-VAN-12 30 12' 0.59 0 10 RAINBIRD RD06-S-P30-F - U10F 30 10, 1.64 10 RAINBIRD RD06-S-P30-F - U10H 30 10, 0.82 10 RAINBIRD RD06-S-P30-F- U10Q 30 10, 0.41 10 RAINBIRD RD06-S-P30-F - HE-VAN-10 30 10, 1.34 Z_ 10 RAINBIRD RD06-S-P30-F - HE-VAN-10 30 10, 0.45 0 8 RAINBIRD RD06-S-P30-F - U8F 30 8' 1.05 r_-� 8 RAINBIRD RD06-S-P30-F - U8H 30 8' 0.52 L 8 RAINBIRD RD06-S-P30-F - U8Q 30 8' 0.26 8 RAINBIRD RD06-S-P30-F- HE-VAN-8 30 8' 0.88 8 RAINBIRD RD06-S-P30-F - HE-VAN-8 30 8' 0.29 5 RAINBIRD RD06-S-P30-F - MPR-5H 30 5' 0.20 L 5 RAINBIRD RD06-S-P30-F - MPR-5Q 30 5' 0.10 — EST RAINBIRD RD06-S-P30-F - MPR-15EST 30 4' X 15' 0.61 ❑ SST RAINBIRD RD06-S-P30-F - MPR-15SST 30 4' X 30' 1.21 O� [Ei RAINBIRD RD04-S-P30-F - NOZZLE AS NOTED 1-1 CONTROLLER - ZONE NUMBER 30 ZONE GPM © CONTROLLER: 1 RAINBIRD ESP48LXME-SSPED - 48 STATION CONTROLLER, PEDESTAL MOUNT RAINBIRD IQ -CLOUD V3.0 - MODULAR CENTRAL CONTROL SYSTEM WITH WIFI CONNECTION RAINBIRD IQ FSCM-LXME FLOW SMART CONNECTION MODULE RAINBIRD WR2-RFC RAIN + FREEZE SENSOR ON CONTROLLERS A, B AND C ONLY Da RAINBIRD 200-PESB-R, 2" REMOTE CONTROL VALVE 0 RAINBIRD 44 NP - 1" QUICK COUPLING VALVE. PROVIDE ONE AT EACH CLUSTER OF VALVES �] 2" FEBCO DOUBLE CHECK VALVE - PROVIDE ONE AT ROOF LEVEL CONNECTED TO DOMESTIC SYSTEM IRRIGATION METER. SEE CIVIL FOR SIZE AND LOCATION SCHEDULE 40 PVC 2" MAINLINE. CLASS 200 PVC LATERAL LINE (SEE PIPE SIZING TABLE THIS SHEET) SCHEDULE 40 PVC SLEEVING (TWICE THE SIZE OF INTERIOR PIPE, MIN. 2" DIA.) PIPE SIZING TABLE PIPE SIZE MAXIMUM GALLONS PER MINUTE (G.P.M.) 3/4" CLASS 200 UP TO 10 G.P.M. 1" CLASS 200 UP TO 16 G.P.M. 1 1/4" CLASS 200 UP TO 26 G.P.M. 1 1/2" CLASS 200 UP TO 32 G.P.M. 2" CLASS 200 UP TO 55 G.P.M. NOTE: DECOMMISSIONING OF EXISTING CONTROL VALVES TO BE COORDINATED WITH STEVE BROWN, PARKS MAINTENANCE MANAGER, AT SBROWN@RENTONWA.GOV BRUM 09.29.22 SURVEYED: SCALE: ZNALL VERTICAL: NAVD isas . BRUM 06.18.21 AS NOTED HORIZONTAL: HAD 1983/1991 CITY OF DESIGNED: NAVIX 08.07.20 JET K. LUNDQUIST -� RENTON NAVIX 06.03.20 JET DRAWN: S. HENRY ONE INCH DATUM NAVIX 04.21.20 JET CHECKED: AT FULL SCALE K. LUNDQUIST IF NOT ONE INCH Planning/Building/Public Works Dept. BY DATE APPR APPROVED: SCALE ACCORDINGLY K. LUNDQUIST Landscape Architecture 600 North 85th Street, Suite 102 Seattle, WA 88103 - 3826 Telephone 206 782 3650 Facsimile 206 782 3675 STATE OF WASHINGTON REGISTERED ANDSCAPE ARCHITECT MARK H. BRl1MBAUGH CERTIFICATE NO. 458 R=412357 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Aj Z O H Z W w ARCO/M U RRAY DATE:02/20/2020 J TOPGOLF RENTON FIELDBOOK: PAGE: O 780 LOGAN AVENUE NORTH DRAWING RENTON, WA 98057 L6.02 IL IRRIGATION PLAN SHEET: 74 OF 82 O I— SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. N T_ O W Z O H Z W w LL O 0 O H PIT TO BE 2 X ROOTBALL DIAMETER TREE PLANTING NTS NOTE: ATTACH TO TREE USING TREE TIES PER SPECS. TREE STAKES PLANT TREES HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL MULCH PER SPECS BACKFILL TO CONSIST OF TOPSOIL PER SPECS. ADD FERTILIZER PER SPECS. C.I.P. CONCRETE EXPANSION JOINT / ISOLATION JOINT 4 7 FINISH GRADE CONTROL / SCORE JOINT 6X6 - W1.4 X W1.4 WELDED WIRE MESH. REINFORCING CRUSHED ROCK SUBBASE COMPACTED TO 95% BACKFILL OR SUBGRADE COMPACTED TO 95% SEE MATERIALS PLAN FOR FINISH SURFACING OF PAVING. 2. SEE LAYOUT PLAN FOR JOINT LOCATIONS C.I.P. CONCRETE PAVING 1 1/2 = 1'-011 EX. CURB EXISTING (EX.) STREET TREE TO REMAIN EX. FINISH GRADE EX. EX. SIDEWALK CURB ' ADD COARSE WOODCHIP MULCH TO WITHIN 1/2" OF SIDEWALK ELEVATION IN A 4-FT RADIUS AROUND TREE TRUNK. R.O.W. WITH TREE R.O.W. PLANTER STRIP 3/8" = 1-011 EX. FINISH GRADE EX. SIDEWALK I �IIIIIII-III- I � IIIIIIII � II � II I- -III II1—IIIIIII-1 ADD TOPSOIL TO WITHIN 1/2" OF SIDEWALK ELEVATION AND RE -SOD R.O.W. WITHOUT TREE SET CROWN AT NURSERY HEIGHT MULCH PER SPECS BACKFILL TO CONSIST OF TOPSOIL ON GRADE AND FERTILIZER PER SPECS SCARIFY SURFACE OF PLANTING HOLE SCARIFY ROOTBALL OF CONTAINER 2 X ROOTBALL SIZE SHRUB PLANTING NTS TOFINO NO SCRATCH BIKE RACK BY SPORTWORKS. BIKE RACK 3/411 = 1'-011 NOTES: CURB OR HEADER 1. SPACING FOR GROUNDCOVER TO BE TRIANGULAR PER DISTANCE SHOWN ON PLANT SCHEDULE. 2. CONTINUE GROUNDCOVER UNDER SHRUBS & TREE CANOPIES UP TO 30" FROM TRUNK. GROUNDCOVER SPACING NTS PARALLEL MOUNTING RAILS FOR 3 RACKS, 2 SETS MOUNTED END TO END FOR 6 RACKS (12 BIKES) EACH LOCATION ON PLAN. ISOLATION JOINT 311 = 1'-011 C.I.P. CONCRETE SEAT WALL, NATURAL COLOR. SMOOTH FORM FINISH (TYPE A - FREE OF BLEMISHES) 1�_0�� EMBEDDED SKATE DETERRENT, 36" O.C. FINISH GRADE �y .. C 4" ROLLED EDGE IIII #4 REBAR @ 36"O.C. TOP BOTTOM AND BOTH SIDES III1I= -III11 = a FINISH SURFACE d d IIII a SEE GRADING AND DRAINAGE 8" PREMOLDED FIBER EXPANSION JOINT, HOLD 3,, PLAN AT COURTYARD. IIIII 111 - BELOW FINISH GRADE. FINISH WITH SEALANT. =1 I I1 I = as a #4 REBAR AT 18" O.C. o .. a � . 14 11 111 1 111 M I I BACK FILL OR SUBGRADE -1 I I1 I I III1 I I --III III I- COMPACT TO 95% SEAT WALL 1 If = 1'-011 RECORD DRAWINGS ISSUED FOR CONSTRUCTION O 5 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 0 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL �Q 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NO. REVISION BRUM 09.29.22 SURVEYED: Z.NALL BRUM 06.18.21 DESIGNED: K. LUNDQUIST NAVIX 08.07.20 JET NAVIX 06.03.20 JET DRAWN: S. HENRY NAVIX 04.21.20 JET CHECKED: K. LUNDQUIST BY DATE APPR APPROVED: K. LUNDQUIST SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM a 0 w EXPANSION JOINT 311 - 1'-011 FINISH GRADE C.I.P. CONC PAVING 5 #4 DOWEL @ 1'-0" O.C. GREASED AND WRAPPED. PROVIDE SLIP JOINT ON ONE SIDE, TYP. JOINT FILLER SUBBASE SUBGRADE C'7 0 O O I O N O 0 O FINISH GRADE O� O� Q D J SEAT WALL, OR OTHER VERTICAL ELEMENT REINFORCING N 5 0 C.I.P. CONIC PAVING N O JOINT FILLER 00 i O� SUBBASE ry 09 : eT:7_17d Landscape Architecture 600 North 85th Street, Suite 102 Seattle, WA 88103 - 3826 Telephone 206 782 3650 Facsimile 206 782 3675 STATE OF WASHINGTON EGISTERED REGISTERED ANDSCAPE ARCHITECT MARK H. BRUMBAUGH CERTIFICATE N0. 458 R=412358 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Z O Z W w DATE: • CITY O F ARCO/M U RRAY 02/20/2020 LL J 1;%R] TOPGOLF RENTON PACE: RENTON 780 LOGAN AVENUE NORTH PAGEI O • DRAWING N0: Planning/Building/Public Works Dept. RENTON, WA 98057 L8.01 IL DETAILS SHEET: 75 OF SHEET: F_ ALTA/ NSPS LAND TITLE SURVEY VICINITY MAP (NOT TO SCALE) 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) LEGAL DESCRIPTION/TITLE REPORT NOTES LOT 5A-2, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-10-020-LLA, AS RECORDED JUNE 2, 2010 UNDER RECORDING NUMBER 20100602900006, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON ALTA COMMITMENT FOR TITLE INSURANCE BY STUART TITLE GUARANTY COMPANY, COMMITMENT NO. 19000140216, DATED APRIL 22, 2019, AT 8:00 A.M. REFERENCES 1. LAKESHORE LANDING 2 BSP — LOT 5A-1 & 5E-1 LOT LINE ADJUSTMENT NO. LUA-10-020—LLA LAND RECORD NO. LND-30-0354 RECORDED JUNE 2ND, 2010 UNDER RECORDING NUMBER 20100602900006, RECORDS OF KING COUNTY, WA. 2. W&H PACIFIC — CITY OF RENTON SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS, DATED 4/17/06. (PLANS) NOTES THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE NOVEMBER 19, 2019 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES. UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF EXISTING STRUCTURES. FIELD LOCATION OF UTILITIES BASED ON LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM CITY AND UTILITY DRAWINGS INDICATING REPORTED UTILITY INSTALLATIONS. OTHER UTILITIES MAY EXIST. NO SUB —SURFACE EXPLORATION WAS MADE TO VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN FOR VERIFICATION. 1. MONUMENTS CORNERS REFERENCED OR WITNESSED TO STREET MONUMENTS 2. ADDRESSES 745 PARK AVENUE NORTH (PER KING COUNTY DEPARTMENT OF ASSESSMENTS) 3. FEMA FLOOD NOTES FLOOD ZONE DESIGNATION = ZONE X, AREA DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN. (ACCORDING TO FLOOD INSURANCE RATE, MAP NO. 53033CO977F EFFECTIVE DATE OF REVISION 5/16/1995, AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY). COMMUNITIES: KING COUNTY, UNINCORPORATED AREAS, #530071 PANEL 0977E CITY OF RENTON, #530088 PANEL 0977F 4. TAX PARCEL NUMBERS AND GROSS AREA TAX PARCEL NUMBER: 0886610010 596,013 SQ. FT. (13.68 AC. f) OWNERSHIP: ITF DEVELOPMENTS LLC P.O. BOX 956 MERCER ISLAND, WA 98040 5. VERTICAL RELIEF 1 FOOT CONTOURS ORIGINATING BENCHMARK: CITY OF RENTON MONUMENT NO. 1847, TOP OF FND NAIL IN 4"x4" CONC 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) VERTICAL DATUM: NAVD '88 ELEVATION: 37.84' (37.844) TEMPORARY BENCHMARKS: TBM—A: TOP OF RIM — METRO SEWER ® SOUTHWEST CORNER OF SITE. ELEVATION = 30.81' TBM—B: FND 'X' IN CONC. W/LATH "PROP. COR. Q "X"" ALONG SOUTHERLY LOT LINE ±315' E. OF SOUTHWEST CORNER OF SITE. ELEVATION = 28.73' 6. (A)(B) ZONING REPORT UC—C URBAN CENTER DESIGN DISTRICT C 8. SUBSTANTIAL FEATURES AS SHOWN HEREON (E.G., PARKING LOTS, BILLBOARDS, SIGNS, SWIMMING POOLS, LANDSCAPED AREAS, SUBSTANTIAL AREAS OF REFUSE) 9. PARKING NO STRIPES PRESENT 11. UTILITIES UNDERGROUND LOCATES WERE PROVIDED PURSUANT TO AN 811 UTILITY LOCATE REQUEST 13. NAMES OF ADJOINING OWNERS AS SHOWN HEREON PER KING COUNTY ON—LINE SOURCES 16. EARTH WORK THERE IS NO OBSERVABLE EVIDENCES OF EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS WITHIN RECENT MONTHS. 17. PROPOSED CHANGES IN RIGHT OF WAY THERE ARE NO CHANGES IN STREET RIGHT OF WAY LINES EITHER COMPLETED OR PROPOSED, AS AVAILABLE FROM THE CONTROLLING JURISDICTION. 18. DELINEATION OF WETLANDS NO MARKERS WERE OBSERVED DURING THE SURVEY 19. OFFSITE EASEMENTS NO OFFSITE EASEMENTS OR SERVITUDES DISCLOSED IN DOCUMENTS PROVIDED MATTERS OF RECORD PER TITLE SCHEDULE B PART II, SPECIAL EXCEPTIONS 1 PROPERTY SUBJECT TO PAYMENT OF REAL ESTATE EXCISE TAX, IF REQUIRED. (NOT PLOTTABLE-NON SURVEY RELATED -AFFECTS PROPERTY) 2 PROPERTY SUBJECT TO GENERAL TAXES FOR THE YEAR 2019. (NOT PLOTTABLE-NON SURVEY RELATED -AFFECTS PROPERTY) 3 PROPERTY SUBJECT TO CURRENT AND/OR ADVANCE PERSONAL PROPERTY TAXES THAT MAY BECOME DUE UPON TRANSFER OR SALE OF THE PREMISES HEREIN DESCRIBED. PLEASE CONTACT THE KING COUNTY TREASURER'S OFFICE FOR FURTHER INFORMATION. (NOT PLOTTABLE-NON SURVEY RELATED -AFFECTS PROPERTY) 4 PROPERTY SUBJECT TO LIABILITY FOR SEWER TREATMENT CAPACITY CHARGES THAT MAY BE ASSESSED BUT NOT DISCLOSED IN THE PUBLIC RECORDS. (NOT PLOTTABLE-NON SURVEY RELATED -AFFECTS PROPERTY) 5 PROPERTY SUBJECT TO OWNER'S POLICY COVERAGE TO BE VERIFIED THROUGH WRITTEN INSTRUCTIONS OR A COMPLETE COPY OF THE PURCHASE AND SALE AGREEMENT SHOULD BE SUBMITTED. (NOT PLOTTABLE-NON SURVEY RELATED -AFFECTS PROPERTY) 6 PROPERTY SUBJECT TO, PLEASE BE ADVISED THAT OUR SEARCH DID NOT DISCLOSE ANY OPEN DEEDS OF TRUST OF RECORD. IF YOU SHOULD HAVE KNOWLEDGE OF ANY OUTSTANDING OBLIGATION, PLEASE CONTACT THE TITLE DEPARTMENT IMMEDIATELY FOR FURTHER REVIEW PRIOR TO CLOSING. (NOT PLOTTABLE-NON SURVEY RELATED -AFFECTS PROPERTY) 7 PROPERTY SUBJECT TO ANY UNRECORDED LEASEHOLDS, RIGHT OF VENDORS AND HOLDERS OF SECURITY INTEREST ON PERSONAL PROPERTY INSTALLED UPON SAID PROPERTY, AND RIGHT OF TENANTS TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. (NOT PLOTTABLE-NON SURVEY RELATED -AFFECTS PROPERTY) 8 PROPERTY SUBJECT TO MATTERS OF EXTENDED MORTGAGE, OWNER, OR LEASEHOLD COVERAGE HAVE NOT BEEN CLEARED. (NOT PLOTTABLE-NON SURVEY RELATED -AFFECTS PROPERTY) 9 PROPERTY SUBJECT TO, IT IS OUR UNDERSTANDING THAT A LOAN FOR THE PURPOSES OF CONSTRUCTION OF NEW IMPROVEMENTS ON THE PROPERTY HEREIN DESCRIBED MAY BE FORTHCOMING. IF SO, AN INSPECTION OF THE LAND DESCRIBED HEREIN WILL ORDERED TO DETERMINE ANY POTENTIAL LIEN RIGHTS DUE TO IMPROVEMENTS OR RENOVATIONS UNDER CONSTRUCTION OR RECENTLY COMPLETED. AS A RESULT OF THE INSPECTION, WE MAY REQUIRE ONE OR MORE OF THE FOLLOWING WHICH WILL BE SUBJECT TO REVIEW AND ACCEPTANCE BY THE COMPANY: A EXECUTION OF INDEMNITY AGREEMENT REGARDING MECHANIC LIENS BY BORROWERS, GENERAL CONTRACTORS, AND/OR OTHER PARTIES AS WE MAY REQUIRE; B IF A GENERAL CONTRACTOR WAS EMPLOYED, A GENERAL INDEMNITY EXECUTED BY BOTH THE CONTRACTOR AND OWNER; C EVIDENCE OF PAYMENT FROM ALL CONTRACTORS, SUBCONTRACTORS AND MATERIAL SUPPLIERS; D REVIEW OF A CURRENT FINANCIAL STATEMENT FOR THE BORROWERS. IF SUCH IS NOT AVAILABLE, A COPY OF THE LOAN APPLICATION MAY BE SUBMITTED; AND E SUCH OTHER ITEMS AS THE COMPANY AT ITS DISCRETION MAY DEEM APPROPRIATE. (NOT PLOTTABLE-NON SURVEY RELATED -AFFECTS PROPERTY) LEGEND O CALCULATED MONUMENT LOCATION �0; FOUND 'X' SCRIBED IN CONCRETE C__� FOUND QUARTER CORNER OCENTER OF SECTION ® FOUND MONUMENTIN CASE ® POWER STUB z POWER JUNCTION BOX © POWER VAULT 0-0 STREET LIGHT m SIGNAL VAULT POWER TRANSFORMER FIBER OPTICS MANHOLE (T TELECOMMUNICATIONS MANHOLE ® TELECOMMUNICATIONS JUNCTION BOX cE____::_ TRAFFIC SIGNAL POLE ® TRAFFIC SIGNAL BOX 0 SS SANITARY SEWER CLEANOUT O SANITARY SEWER MANHOLE ❑ CATCH BASIN 0 SD STORM DRAIN CLEANOUT @❑ STORM DRAIN MANHOLE El YARD DRAIN < CULVERT FIRE HYDRANT mICV IRRIGATION CONTROL VALVE ® MONITOR WELL 2016 ALTA CERTIFICATION 10 PROPERTY SUBJECT TO EVIDENCE OF THE AUTHORITY OF THE INDIVIDUAL(S) TO EXECUTE THE FORTHCOMING DOCUMENT(S) FOR ITF DEVELOPMENTS LLC, A WASHINGTON LIMITED LIABILITY COMPANY; COPIES OF THE CURRENT OPERATING AGREEMENT AND ANY AMENDMENTS THERETO, SHOULD BE SUBMITTED PRIOR TO CLOSING. (NOT PLOTTABLE—NON SURVEY RELATED —AFFECTS PROPERTY) 11 PROPERTY SUBJECT TO EVIDENCE OF THE AUTHORITY OF THE INDIVIDUAL(S) TO EXECUTE THE FORTHCOMING DOCUMENT(S) FOR ON THE ROCK 98040 LLC, A WASHINGTON LIMITED LIABILITY COMPANY; COPIES OF THE CURRENT OPERATING AGREEMENT AND ANY AMENDMENTS THERETO, SHOULD BE SUBMITTED PRIOR TO CLOSING. (NOT PLOTTABLE—NON SURVEY RELATED —AFFECTS PROPERTY) 12 PROPERTY SUBJECT TO, TITLE IS TO VEST IN PERSONS NOT YET REVEALED AND WHEN SO VESTED WILL BE SUBJECT TO MATTERS DISCLOSED BY A SEARCH OF THE RECORDS AGAINST THEIR NAMES. (NOT PLOTTABLE—NON SURVEY RELATED —AFFECTS PROPERTY) 13 PROPERTY SUBJECT TO WATER LINE EASEMENT AND THE TERMS AND CONDITIONS THEREOF, RECORDED DECEMBER 1, 1944 UNDER RECORDING NO. 3432122. (PLOTTED —AFFECTS PROPERTY) 14 PROPERTY SUBJECT TO CITY OF RENTON/BOEING COMPANY DEVELOPMENT AGREEMENT, AND THE TERMS AND CONDITIONS THEREOF, RECORDED AUGUST 2, 2002 UNDER RECORDING NO. 20020802000224. (NOT PLOTTABLE—NON SURVEY RELATED —AFFECTS PROPERTY) 15 PROPERTY SUBJECT TO CITY OF RENTON/BOEING COMPANY DEVELOPMENT AGREEMENT, AND THE TERMS AND CONDITIONS THEREOF, RECORDED DECEMBER 10, 2003 UNDER RECORDING NO. 20031210001637. (NOT PLOTTABLE—NON SURVEY RELATED —AFFECTS PROPERTY) 16 PROPERTY SUBJECT TO RESTRICTIONS, EASEMENTS, DEDICATIONS, AND DELINEATED MATTERS CONTAINED ON THE FACE OF THE PLAT OF BOEING LAKESHORE LANDING, A BINDING SITE PLAN, AS RECORDED IN VOLUME 225 OF PLATS, PAGE(S) 83-86, AND ANY AMENDMENTS THERETO. (NOT P LOTTAB LE— B LAN KET— AFFECTS PROPERTY) AFFIDAVIT OF CORRECTION THERETO RECORDED MARCH 14, 2007 UNDER RECORDING NO. 20070314001933. 17 PROPERTY SUBJECT TO LAND USE COVENANTS, CONDITIONS, RESTRICTIONS AS CREATED FOR OTHER PROPERTY IN BOEING LAKESHORE LANDING, WITH RESERVED BENEFITS PERTAINING TO SAID PREMISES, AND THE TERMS AND CONDITIONS THEREOF, RECORDED DECEMBER 28, 2004 UNDER RECORDING NO. 20041228001871. (NOT PLOTTABLE—NON SURVEY RELATED —AFFECTS PROPERTY) 18 PROPERTY SUBJECT TO RESTRICTIONS, EASEMENTS, DEDICATIONS, AND DELINEATED MATTERS CONTAINED ON THE FACE OF THE PLAT OF BOEING LAKESHORE LANDING 2, A BINDING SITE PLAN, AS RECORDED IN VOLUME 246 OF PLATS, PAGE(S) 1-3, AND ANY AMENDMENTS THERETO. (NOT P LOTTAB LE— B LAN KET— AFFECTS PROPERTY) qa POST INDICATOR VALVE IE WATER METER m WATER VALVE WATER MANHOLE GAS VALVE ® SOIL LOG/TEST PIT n SIGN • BOLLARD RIGHT TURN ARROW LEFT TURN ARROW — — — D DITCH LINE SS SS SANITARY SEWER LINE SID —SD STORM DRAIN LINE P POWER LINE —P P C C CABLE LINE W W WATER LINE G GAS LINE —G G X X X X X X— CHAIN LINK FENCE LINE (CLFNC) ° a CONCRETE PAVING ASPHALT PAVING G ���12"C CEDAR 12"COT COTTONWOOD i BUILDINGS 12"D DECIDUOUS GRAVEL SURFACE TO: ARCO MURRAY, WA RENTON PARK, LLC, ITF DEVELOPMENTS LLC, A WASHINGTON LIMITED LIABILITY COMPANY, ON THE ROCK 98040 LLC, A WASHINGTON LIMITED LIABILITY COMPANY AND STUART TITLE GUARANTEE COMPANY OF WASHINGTON: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(a)(b), 8, 9, 11, 13, 16, 17, 18, AND 19 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON NOVEMBER 20, 2019. PNE L �q< DATE OF PLAT OR MAP: *pF*.WASy/� NOVEMBER 21, 2019 s ZANE L. NALL, PLS. REGISTRATION NUMBER: 40094 1'0 * 40094 �Fss�F�l STER`»���� 19 PROPERTY SUBJECT TO TERMS AND CONDITIONS OF BOUNDARY LINE ADJUSTMENT NO. LUA-08-072-LLA, RECORDED SEPTEMBER 16, 2008 UNDER RECORDING NO. 20080916900008. (NOT PLOTTABLE-BLAN KET- AFFECTS PROPERTY) 20 PROPERTY SUBJECT TO TERMS AND CONDITIONS OF BOUNDARY LINE ADJUSTMENT NO. LUA-10-020-LLA, RECORDED JUNE 2, 2010 UNDER RECORDING NO. 20100602900006 (NOT PLOTTABLE-BLAN KET- AFFECTS PROPERTY) 21 PROPERTY SUBJECT TO STORMWATER FACILITY/UTILITY EASEMENT AGREEMENT, AND THE TERMS AND CONDITIONS THEREOF, RECORDED AUGUST 3, 2010 UNDER RECORDING NO. 20100803001656. (PLOTTED -AFFECTS PROPERTY) 22 PROPERTY SUBJECT TO UTILITY INSTALLATIONS EASEMENT AGREEMENT, AND THE TERMS AND CONDITIONS THEREOF, RECORDED AUGUST 3, 2010 UNDER RECORDING NO. 20100803001657. (PLOTTED -AFFECTS PROPERTY) 23 PROPERTY SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS IN DECLARATION OF RESTRICTIONS, AND ANY AMENDMENTS THERETO, RECORDED AUGUST 3, 2010 UNDER RECORDING NO. 20100803001658. (NOT PLOTTABLE-NON SURVEY RELATED -AFFECTS PROPERTY) 24 PROPERTY SUBJECT TO MATTERS, IF ANY, AS DISCLOSED BY UNRECORDED ALTA SURVEY, PREPARED BY AXIS SURVEY AND MAPPING, DATED APRIL 23, 2018, AS JOB NO. 18-046, AS REFERENCED IN INFORMATION PROVIDED TO THIS COMPANY. A COPY OF SAID SURVEY SHOULD BE SUBMITTED TO THIS COMPANY FOR REVIEW PRIOR TO CLOSING. (REFERENCES THIS SURVEY) 25 PROPERTY SUBJECT TO THE ATTACHED COMMERCIAL TITLE AFFIDAVIT MUST BE COMPLETED IN FULL, NOTARIZED, AND SUBMITTED TO THE COMPANY FOR REVIEW PRIOR TO CLOSING. (NOT PLOTTABLE-NON SURVEY RELATED -AFFECTS PROPERTY) 26 PROPERTY SUBJECT TO IF THE POLICIES TO BE ISSUED ARE IN EXCESS OF $10,000,000.00 OR INVOLVE UNUSUAL RISKS, APPROVAL TO ISSUE SUCH POLICIES MUST BE OBTAINED FROM STEWART TITLE GUARANTY COMPANY. THIS COMMITMENT AND ANY POLICIES TO BE ISSUED ARE SUBJECT TO ANY ADDITIONAL LIMITATIONS, REQUIREMENTS OR EXCEPTIONS MADE BY STEWART TITLE GUARANTY COMPANY. (NOT PLOTTABLE-NON SURVEY RELATED -AFFECTS PROPERTY) ALTA NOTES THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTIES NAMED HEREIN, RIGHTS TO RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS RECERTIFICATION BY AXIS SURVEYING AND MAPPING AND THE PROFESSIONAL SURVEYOR WHOSE STAMP IS SHOWN ON THIS SURVEY. SURVEY BASED ON ALTA COMMITMENT FOR TITLE INSURANCE BY STUART TITLE GUARANTY COMPANY, COMMITMENT NO. 19000140216, DATED APRIL 22, 2019, AT 8:00 A.M. THIS PROPERTY HAS LEGAL ACCESS TO LOGAN AVE N, N 8TH ST AND PARK AVE N FOR VEHICLE ACCESS SHOWN HEREON AS PUBLIC RIGHT-OF-WAY. (THERE ARE NO DRIVEWAY CUTS PRESENT FOR SITE ACCESS AT TIME OF SURVEY.) EXIT 5 LAKE WASHINGTON BOEING e�Lo IQ, 0 EXIT 5 J� Q PAP � C)� N. LANDING WAY N. 8TH ST. SITE z W a RENTON N. 6TH ST. WEST TOWNSHIP 23,RANGE 5E QUARTER CORNER SECTION W.8, OWNSN. 8TH ST. D 1/2" BRASS DISC IN CASE, DN0.5'(PUBLIC STREET) (4/17/18) (R/W DED 20060907001132) N89°28'06"W 1202.84' — _N00°31'54"E 39.50' *SEE SHEET 2 FOR BOUNDARY DIMENSIONS A=2°16'26" R=565.00' 0oio wl n \-N87*20'38"W N N 32.00' // ,o o � rn o N L N d � J N01°06'27"E 2649.31' W. LN. SW 1/4 SECT. 8-23-5 w L N �I N � 0 N 0 z FND PUNCH MARK IN 2-1/2" BRASS DISC IN CASE, DN. 0.4' (4/17/18) FND PUNCH MARK IN 2-1/2" DISK IN CASE, DN. 0.4' (4/17/18) N89°28'06"W 34.50' 00 r7 O .-. O �, I Ld W N � N 0 � � w O UO n_ � J N m N . r w 0 LOT 5A-2 (596,016 S.F. t) TPN: 0886610010 FND 'X' IN CONC. W/LATH (4/3/2018) N. 6TH ST. N. LN. SW 1/4 SECT. 8-23-5 (1/4 COR. TO CNTR. SECT.) BASIS OF BEARING N89°28'22"W 2650.43' N00°31'54"E_�/ `-CALC. INTX. 39.50' NOTHING FOUND w cn U_ m S89°01'29"E 42.00' Axis 4 Sri N GRAPHIC SCALE co 0 100, 200' 0 1" = 200' FND PUNCH MARK IN 1 /2" BRASS PLUG IN CONC MON IN CASE, DN. 0.4' (4/17/18) CONTROL DIAGRAM SCALE 1"=200' EQUIPMENT NOTES CENTER SECTION 8 FND NAIL IN 4%4" CONC MON IN CASE, DN. 0.3' CITY OF RENTON CONTROL #1847 N 183823.102 E 1303496.927 ELEV=37.84 (3/28/2018) LEGEND O CALCULATED MONUMENT LOCATION �0\ FOUND 'X' SCRIBED IN CONCRETE FOUND QUARTER CORNER O CENTER OF SECTION ® FOUND MONUMENTIN CASE PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA GS14 GPS/GNSS EQUIPMENT EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING CPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090. NW 1/4, SW 1/4, SEC. 8, T. 23 N., R. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON w Sheet 81 of 82 SSMH (2563) 72" DROP ALTA/ NSPS LAND TITLE SURVEY WEST QUARTER CORNER SECTION RIM=29.77' 8, TOWNSHIP 23, RANGE 5E. W.M. 15" PVC IE 14.80 (E) SSMH (,2724� FND 2-1/2" BRASS DISC IN CASE, CB (2487) WW/THRU CURB INLET CB (,2752) WW/THRU CURB INLET CB 1208 RIM=28.82' SDMH (2738) DN. 0.5' INTERSECTION RIM=27.50' RIM=27.43' RIM=28.09' CB 1178 SSMH (24451 CB 1164 8" N-S (IN) CB 2750 CB (,1182) W/THRU CURB INLET RIM=29.96' STAMPED CONCRETE CB 2751 RIM=28.52' RIM=29.15' SDMH (2439) (VAULT LID) RIM=28.66' (4/17/18) COR. OF WALK IS 4.5'N. 15" ADS IE 24.21 (W) 12 ADS IE 24.64 (N) 12" E(IN)-W(OUT) RIM=28.35' 18' IE 22.49 (W) 12" ADS IE 24.87 E RIM=28.14' RIM=28.54' 12" DI IE 27.07 (W) 8" (N-S) RIM=29.20' 15" ADS IE 24.32 (N) CB (2747) W/THRU CURB INLET 24" IE 22.49 (S) FND PUNCH MARK � x 2.0'W. OF CORNER 12" ADS IE 24.21 (N) O CTR CHNNL=16.51 8" DI IE 26.05 (N) 12" ADS IE 24.50 (W) N 12" DI IE 26.06 (E) 12" ADS IE 24.73 (E) 12" (E-W) WATER LEVEL 23.81 12" ADS IE 24.34 (E) RIM=28.20' 36" IE 22.49 (N) 12' Any IF �a,43.(E). CTR CHNNL IE 18.07 12" ADS IE 24.40 (W) IN 2-1/2" DISK IN 46.45' 1 CB (2753) N. 8TH ST. QWEST' MH CASE, DN. 0.4' _ 'V W W RIM=28.53 W W W W W W W W W- - cn (4/17/18) � SS SS 12" ADS IEs24.68' (S) SS (PUBLIC STREET) W W W W W W W COR. WALK IS W W SS ° ° a SS SS ° SS 5.0'N. x 10.4'W. SSMH (,2739) w ° - n ss ss (R/W DED 20060907001132) Ss SS SS° _ I °p _per M (1417� ° a° a ° n " _ _ �^ OF CORNER �^ �, RIM=30.03' Ni o a ° m - - °° ° � e L-` - - ° ° - ° a S SS a S ° SS _ - - SS a -� ° S S J 34.50' - rii "i , 28.60'� ° v� ° ° ° o Vl - - o - - 15"PVC IE 19.81(W) °'' ° a N89°28'06"W 1202.84' a a a ° - a - - 1 0 0 a 12" ADS IE 24.60 (I� L4"D� ° ° 15"PVC E 19.91 SECALL. INTX. 010 ° 29 »2$ °2$ a °°° °° a °�Q° ( ) n 1 Z 15 ADS IE 23.87 �E) _ ° a ° 29 _'25 MF`H' SIGN ° a - - a° . ° CALC. INTX. SDMH 2564� ai 1 15" °ADS IE 3.82 ° W° °- e ° n °'29°a°VAULTVENT ° S NOTHING FOUND ( 4» D 4 ( ) 4„ D 4 D 4 D a4 D 4' D ° 4°'D q ' �a „ - �- _ » ° _ y _ „a ,> N ,1 r°�' °4 4„p 4.,p ° INTERSECTION RIM=29.86' g a a ° ° ° 4 D ° 4 D ° D �4"D 4"D ° 4„p ° 4»p 4 p - a e / �„D 18" IE 23.68' S o P ° ° 4a D"p4,>p �4»p 11 4»� STAMPED CONCRE 15" IE 23.68' E a a ttjn r a n �° COR. IS 1.0' N'LY OF S'LY 12" IE 23.68' N 4» TSB SS N89*28'06"W 1075.94' ° 4 o N EDGE OF CONIC WALK c1 o y SIDEWALK MEANDERS SS 'TS-LT' PWR CONT. N. SW. COR. OF WALK �_ SDMH (,1416) W/T-I GRATE 48" (CTR 2'N.) ® SSCO SSCO CB (1154) W/THRU CURB INLET COR. OF WALK IS 8.7'S. 3 0.1'-0.3' SOUTH IS 2.1'N. x 4.9'W. 13 RIM=28.15' RIM=28.93' CB 1198 O SDMH 48" (,1181 RIM=29.27' RIM=28.31' _ " OF CORNER OF CORNER 1 2 COR. IS 0.4'N. O 15" ADS IE 24.03 W ® OF PROP LINE RIM=32.58' ( ) p/ ( ) N441619 W 29.35 2 OF S. EDGE WALK CO 'WSDH' 10' WATER PIPE ( ) 6"STEEL (IE 17.53 PER PLAN) RIM=28.66' IE 19.06 PER PLAN 12" A S IE 24.54 N 2 J-BOX � 15" ADS IE 23.92 (E) 12" ADS IE 25.44 (W) 18" ADS IE 23.08 (E-SIZE VERIFIED) �� 12" ADS IE 24.50 (W) SDMH (2743) CONDUIT RIM=29.37' LINE ESMT REC. NO PSE, GAS, OR PWR S S RIM=30.28' 2-2", 2-4" �' N45*27'25"E NO. 3432122 24" CONC IE 23.80 (S) ARROWS S. 12" ADS IE 25.46 (N) 24" ADS IE 23.20 (S) 44.70' CB 1473 (NO PIPE NORTH) 1 S S S S OFRW'ILY EDGE "p 42' (PERT PLAN) 1(N) I 1 COR. IS 0.1'W. OF RIM=28.43' S CB (1660) AKA-399 OF WALK r 'QWEST' TMH CB 2055 ` o E'LY EDGE OF WALK 29 N IE N/A (UNABLE TO OPEN LID) CB 2408 RIM=27.76' � ° ° BUS STOP SHED RIM=28.68 6" PVC IE 25.89 (S) RIM=29.38'_ ° 1 8" IF E. 26.52' (PER CITY ASBUILTS) 6" DI IE 26.95 (E) BOLTED TRASH CAN 18" ADS IE 23.47 (N) ° O cb C�1653) AKA-400 S S BUS SCHEDULE SIGN 18" ADS IE 23.27 (S) STORM SDMH (1113) 4»p o 0 I POSSIBLE CB a v IN AREA � I RIM=27.88' GRATE W. RIM I _ �0 _ I N 21 IE N/A (UNABLE TO OPEN LID) RIM=29.60' POWER VAULT rn O� 10' STORMWATER FACILITY CB 1651 8 DI IE 23.79 (S) I °gyp FVC HAS 24" IE 23.91 (W) 0.9' GUTTER EASEMENT REC. N0. RIM=27.72' 36" IE 23.63 (N) � I oao� 20100803001656 N/A (FULL OF WATER I S I - NO FLOW) (NO STRUCTURE FOUND NORTHERLY) I ° Zg � N ° r I RIM 29,127 4� I CB 1649 RIMK 28402 STUB 3-4"PVC I _ GRAPHIC SCALE & 3-2"Pvc a SDMH (1627) 8.4'x3.3' PV N (UNABLE TO OPEN) - - _ - - - I I RIM=29.45' 4" PVC IE 26.42 (S) IN CONC N cn < 4» � - SDMH 2582) TOP OF EXPOSED PIPE -29 CTR CHNNL IE 23.97 C�1646) AKA-404 16 RIM=29.30' I LOCAL LOW 5'DIA. I / ® ®-• \ 1 40 20 0 11 1 = 401 40 80 RIM=28.34' END OF PAINT S. ° »D 4 PVC IE 26.60 (E) � SDMH L-9 ' I - ` / 1' CONTOUR INTERVAL Q, I 28 S SD S ? 2858 �a MH ACCESS I �. / N RIM 29.71 0 CULV 8"PVC IE = 28.52' / \ / LOT SA-2 S S I POWER 18"ADS I I / 596,016 S.F. f I I VAULT IE 23.61(E) I I SLEEVED INSIDE 12" PVC �� o ( ) 48"CONC SDMH CB YD (2027) ` '`� / TPN:0886610010 j SDMH (1058) "I-W-S" THRU CURB INLET � l I I SD LINE PER J RIM=29.36' I IE 23.00(N) � � ICV I / 30"ADS RIM=28.71' ,1 ENCROACHMENTS CITY GIS BTM STRUCTURE = 24.6 I'D ° 18" ADS IE 23.32 (S) CB T-I (1624) to IE 22.96(S) N N 1/ �) I I ►�) VAULT I 18" ADS IE 23.28 (N) RIM=28.69' 29 ^ S VENT a 1 / O CONCRETE SIDEWALK IS 0.1' EAST OF PROPERTY CORNER. 4" PVC IE 27.57 (E) 00 Pp o^p c°'o °j I -T-� - u� // 2 CONCRETE SIDEWALK IS 0.4' SOUTH OF PROPERTY CORNER. I 6" DI IE 26.60 (W) CL 00 6, 4,> II I / O 29 CB (1057) W/THRU CURB INLET W 0 o to 3 CONCRETE SIDEWALK MEANDERS 0.1'-0.3' SOUTH OF PROPERTY LINE. ' RIM=30.12'�A • O I � - 31• O 8" DI IE 28.18 (E) 0 D w Ld O w / CULV BROKEN IE E ABOVE , 1 I 4 CONCRETE SIDEWALK IS 1.0' SOUTH OF PROPERTY CORNER.00 w N N ( V) N / , \ END BROKEN - IE ABOVE GND I O I cV I ` (' N 4 O5 WESTERLY EDGE ASPHALT IS 0.2'-0.3' WEST OF PROPERTY LINE. / O W w U O O I LLI �� �� \ \ I SDMH (1610) / \ Z -'CV I'D > � \ RIM=29.36' 1 ICV 7 1 I U) oz I �: cro - - - - J J 24" GONG (N-S) CB T-I 1609) \ ICV �, m - RIM=28.60' 4"a 1-1D U � p , N I � � - - - _ _ - _ - � WEST IS CAPPED _ 0 o I I I I _� j \- CTR CHNNL IE 24.65 I N 4" DI CAPPED (S)) I "D m � I / \ EDGE OF ASPHALT IED AND IN VARIABLE WIDTH UTILITY I I I / \ / \ _ A BURDIS REPAIR o A -I VAULT EASEMENT 00080300 6570 I ��� i / \\ NW COR. 8'CLFNC W/3 STRAND M D VENT 4 �� L� V IS 0.9'S. x 0.6'E. OF CORNER END OF PAINT S. a� ° I I 1 \ \ 10' DBL SWING GATE I v) I I NE COR. ASPHALT IS � 1 N I I I I \ \ 0.2'W. x 0.2'S. OF CORNER p SDMH ,25gs) I I N89'28'06"W 176.00' \ D RIM=29.89' I I I IM=29 45' I \\ \ O FENCE SENSOR NE COR CLFNC IS 0.6'S. x 0.7'W. OF CORNER (VAULT ACCESS) 18" ADS IE 22.87 (N) \ CB 2411 STORM 29•7' C�1241) AKA-372 30� ICV „p CB 1130 I WEST -PIPE IS OBSCURED I \ RIM=29.45' ) RIM=28.48' \ I ICV RIM=30.41' � I WATER ELEVATION 24.00 I VAULT 4" IE 25.90 (E) I t -� / \ 29.5 O 6" CONC IE 25.80 (W) I - 8" DI IE 28.49 (E) PIPE END CAPPED / \ SDMH 2412 „SD SDMH L-7 18" IE 24.24 (W) r RIM=29.26' D (2859) a ° PER CITY RENTON ASBUILT 1 I �/ �' CB- 2410 I ROOF LINE EL=46.4' � RIM 30.50 �' PV W/ELEC. MH LID \ RIM=29.06' 18"ADS ° 4„ W p \ I »p IE 23.72(E) o / � \ TOP OF HVAC � o r 30"ADS I 3 I IE 23.63(N) CB T-I (1496) EL= 56.8' ;7 I RIM=28.67' \ 0 I ° I N 10" DI IE 26.82 (E) a 11 TPN:0886610050 N Z SSMH 1982 1 N OWNER: THE BOEING COMPANY N49*48'04"W 315.66' SSMH (1589) `- ' ARROW S. I „p ( ) ° I N \ I o RIM=29.18' / QWEST' TMH > 1 SSMH (1587) 'METRO SEWER'--f- I � W FULL ACCESS TO THIS STUB 2-4" PVC t. r RIM=29.16' , RIM=30.81' ° PARCEL WAS NOT AVAILABLE CB (1535) AKA-370 2-2' PVC NE CORNER ` I LO 36.2' TBM-A I 'I SDMH (,1497) TEMPORARY 6'CLFNC IS _ _ _ RIM=29.02' 'COMM VLT' TEMPORARY 6'CLFNC IS ELEV=30.81' I N RIM=29.53' I 5 M 0.9'-1.0' SOUTH OF PROP LINE , " - FOPM CONT.'S SW. <"D 1.0' SOUTH x 0.5' EAST I O o N89 01 29 W 372.00 LOST SIG. ELEC.' MH 8-10" CONC IE (SE) - BURIED 4"D ° BROKEN ASPHALT OVER CONCRETE WILY EDGE OF ASPHALT CB 240� cn F FO F FO F END OF PWR I 18" CONC (N) Z F F0 FOPM CONT. E. I I CTR CHNNL IE 25.69' YD 1729 CONC. IN DIS-REPAIR IS 0.2'-0.3' W. OF LN. RIM=29.47' F F 4„ 'FOPM END CONT. NW?' I I RIM=29.18 Yp PUMP STA. PWR CAB GRASS \ 6" PVC IE 28.16 (N) 5'CLFNC CTR'D ON CB 1585 TPN: 0886610050 �� BURIED ASPHALT x 'NO PSE PAINT' 4" GRASS \ \ 8" CONC WALL S. N. END FACE CONC WALL YD 12",20"CT OWNER• THE BOEING COMPANY IN DIS-REPAIR � FOPM CONT. SW. CTR OF 2 UG PWR LINES 0.7' APART RIM=28.40' NO VISIBLE PAINT RIM-28.20' `� �� \ 4'CLFNC WEST CB 1598 AKA-369 a( X� r u x "p \ 30- _ 8'CLFNC W/ ASBUILT STORM LII 30 _ J J 'TS-LT' - - - BARB WIRE EAST PER RECORD DRAWING - C X GAT 12 CTti. SE COR. 6'CLFNC ASBUILT STORM - - _ S S o �_ �_ 8»p 10"CT - -29- - - - - SD LINE PER � " W S. EDGE BURIED CONC. LINE PER RECORD - - x X -� _ IS 1.4'N. x 1.4'E. �216 26 9 \ DRAWINGS - D - -29- - - D CITY GIS CONC SLAB 0.75'HIGH 12"CT 10"CT \ 12"CT 10"D� _ CAPPED - FH 'OUT OF SERVICE' GATE SMOKE FREE l(NORK PLA SIGN R-597.00' � � TO KEY 'BOEING LOT E3' SIGN L=23.69' C SD S SI)-- C PAD 16"CT 10 "D METAL FRAME SHED 3'TALL I 16"D 0.5 HIGH RET. WALL IS 0.1 S. OF LN. COR. IS 0.4'E. OF ICV W W CB 1346 I W/METAL ROOF CB 1345 R1129.5.q' 32 r N89*28'06"W 563.38' 30 PARKING GARAGE X CAPPED RIM=29.29' N E'LY EDGE OF WALK 20'C COR. IS 2.4'S. OF LN. N. FACE CONC. WALL SW COR. E. END N. FACE CAPPED SLIDE GATE n ICV ICV 18",18"C W/PARKING RAMP S. CLFNC ICV ° CTR OF 2 LINES PV W MH LID E. END CLFNC 6" CONC WALL TO GATE MOTOR NW CORNER 4'CLFNC ICV r' / - - IS 3.7'S. OF LN. IS 0.5'E. cn _ »C IS 1.0'S. OF LN. W/1' CONC. LIP N. IS 0.8'S. x 20.3'E. OF N 0.7' APART CB 2864 OF CORNER CO - NO LABEL CORNER AND I ' � RIM=29.41 FND 'X' IN CONC. W/LATH ro 0.6'S. OF LN. 'LOT E6' SSMH (1761) r� - WITH CONCRETE CD SIGN RIM=30.05' ABANDONED 'STOP' SIGN (4/3 TBM $B TOP N A AGE I I PARKING GARAGE 0 12" CONC (N-S) ASPHALT TPN:0886610020 ELEV=28.73' TPN:0886610030 TPN:0886610040 TPN:0886610060 I I CTR CHNNL IE 22.76 PARKING LOT OWNER: THE BOEING COMPANY I OWNER. THE BOEING COMPANY I OWNER. THE BOEING COMPANY OWNER: THE BOEING COMPANY NW 1/4, SW 1/4, SEC. 8, T. 23 N., R. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON REV# DESCRIPTION OF REVISION DATE BY www.axismap.com #1 ADDED STREET SIDE TREES 6/22/18 TJO 'y% WAS NE L' Nq ALTA/NSPS LAND TITLE SURVEY tiP*F*** << #2 ADDED AND VERIFIED UTILITIES IN VARIOUS LOCATIONS 8/12/19 TJO ** ** ARCO/MURRAY o ��QQp�e� JOB NO. DATE DESIGN BUILD ooO���� 18-046 11/21/19 #3 ADDED DRAINAGE RUN-LOGAN AVE N-CITY OF RENTON ASBUILT 8/16/19 MWF LOT 5A-2 CITY OF RENTON LLA LUA-10-020-LLA Axis ( ) POOTaD #4 ADDITIONAL UTILITY PAINT AROUND THE BOEING CO. & 2 SDMH'S 8/30/19 ERM ITF DEVELOPMENTS, LLC DRAWN BY CHECKED BY * * Survey & Mapping * 745 PARK AVE N. oa TJO JRP MWF ZLN #5 NEW TITLE - UPDATED SCHEDULE B ITEMS 11/13/19 MWF 1'oV�***,� 40094*.*��RENTON WA ' 15241 NE 90TH STREET / / FS **0 AL LNR`».*�� TOP GOLF - RENTON LANDING REDMOND, 23 57052 #6 UPDATED PIPE DIRECTION INTO SDMH (1497) 11/20/19 ZLN S/p REDMOND, S� AL LAND TEL.425.823-5700 SCALE SHEET #7 LOCATED CB (2864) 11/21/19 ERM 11 21 19 FAX 425.823-6700 1rr-40' 2 OF 2 Sheet 81 of 82