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HomeMy WebLinkAboutzS-4268setSECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 00 to co N N I 1 ti N N 1 CL & F- to 1 CD 1 LU F- LU z Q 0. ti ti H LU LAKE WASHINGTON r m NE SUNSET BLVD �P PROJECT,y SITE a°5 y Z n � a N 8TH ST y � v Z 0 D zm z m N 6TH ST z VICINITY MAP N TS OWNER/DEVELOPER WEST77 PARTNERS 3300 N TRIUMPH BLVD, SUITE 100 LEHI, UT 84043 (801) 448-2079 CONTACT: AARON CONVERSE GOVERNING AGENCIES CITY OF RENTON 1055 SOUTH GRADY WAY, 6TH FLOOR RENTON, WA 98057 (425) 430-7200 CONSULTANTS CIVIL: NAVIX ENGINEERING 11235 SE 6TH STREET, SUITE 150 BELLEVUE, WA 98004 CONTACT: JASON GREEN (425) 458-7934 CONTACT: JENELLE TAFLIN, P.E. (425) 458-7896 ARCHITECT: BRR ARCHITECTURE, INC. 2200 6TH AVE, SUITE 523 SEATTLE, WA 98121 (206) 393-5355 CONTACT: CULIN THOMPSON, AIA, LEED GREEN ASSOC. LANDSCAPE: JGM LANDSCAPE ARCHITECTS 12610 NE 104TH ST KIRKLAND, ST 98033 (425) 454-5723 CONTACT: CRAIG LEWIS SURVEYOR: AXIS SURVEYING & MAPPING 15241 NE 90TH STREET REDMOND, WA 98052 (425) 823-5700 X309 CONTACT: ZANE NALL, PLS UTILITIES WATER/SEWER/STORM: CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY RENTON, WA 98057 (425) 430-7439 CONTACT: YONG QI POWER AND NATURAL GAS: PUGET SOUND ENERGY 355 110TH AVE NE BELLEVUE, WA 98004 (888) 225-5773 TELECOMMUNICATION: CENTURY LINK 208 10655 NE 4TH STREET BELLEVUE, WA 98004 (425) 949-1162 PLANNING CITY OF RENTON PLANNING DIVISION 1055 SOUTH GRADY WAY RENTON, WA 98057 (425) 430-7289 CONTACT: CLARK CLOSE BUILDING CITY OF RENTON BUILDING DEPARTMENT 1055 SOUTH GRADY WAY RENTON, WA 98057 (425) 430-7290 CONTACT: ROB SHUEY FIRE RENTON REGIONAL FIRE AUTHORITY 18002 108TH AVE S.E. RENTON, WA 98055 (425) 430-7024 CONTACT: COREY THOMAS CSWPP SUPERVISOR CLEAR WATER SERVICES 2525 WEST CASINO ROAD, SUITE 7A EVERETT, WA 98204 (425) 412-5700 (CSWPP SUPERVISOR MAY CHANGE UPON SELECTION OF CONTRACTOR) E CD EXISTING LEGEND I N N CALCULATED MONUMENT LOCATION YARD DRAIN 0 `V .°. FOUND 'X' SCRIBED IN CONCRETE < CULVERT C-� FOUND QUARTER CORNER FIRE HYDRANT U OCENTER OF SECTION mIcV IRRIGATION CONTROL VALVE ® FOUND MONUMENT IN CASE ® MONITOR WELL ® POWER STUB ® POST INDICATOR VALVE 0 oI z POWER JUNCTION BOX ® WATER METER w © POWER VAULT m WATER VALVE i 0--0 STREET LIGHT Ow WATER MANHOLE m SIGNAL VAULT Ka GAS VALVE o POWER TRANSFORMER ® SOIL LOG/TEST PIT cf) 0 FIBER OPTICS MANHOLE SIGN o (D TELECOMMUNICATIONS MANHOLE BOLLARD ® TELECOMMUNICATIONS JUNCTION BOX RIGHT TURN ARROW CE:::::- TRAFFIC SIGNAL POLE LEFT TURN ARROW ® TRAFFIC SIGNAL BOX 0 o ss SANITARY SEWER CLEANOUT12"C CEDAR Of � SANITARY SEWER MANHOLE CATCH BASIN 12"COT COTTONWOOD co o SD STORM DRAIN CLEANOUT �❑ STORM DRAIN MANHOLE 12"D DECIDUOUS0 m SD SD t c- w- GAS GAS - CIVIL CONSTRUCTION PERMIT APPLICATION CD co CNI PARK AVENUE NORTH, RENTON, WASHINGTON 98057CD eq SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. �" DATUM/BASIS OF BEARINGS VERTICAL: NAVD '88 BASIS OF BEARINGS: HELD N89°28'22"W BETWEEN THE WEST QUARTER CORNER AND CENTER OF SECTION 8, T. 23 N., R. 5 E., W.M. (PER LAKESHORE LANDING 2 BSP REC. NO. 20100602900006) BENCHMARKS ORIGINATING BENCHMARK: CITY OF RENTON MONUMENT NO. 1847, TOP OF FND NAIL IN 4"X4" CONIC MON IN CASE, DN. 0.3' 65' W. OF RR TRACKS & 10' N. OF CURB ON S. SIDE OF N. 8TH ST. (STATE PLANE COORDINATES N183823.10/E1303496.93) ELEVATION: 37.84' (27.844) TEMPORARY BENCHMARKS: TBM-A: TOP OF RIM - METRO SEWER @ SOUTHWEST CORNER OF SITE. ELEVATION: 30.81' TBM-B: FND 'X' IN CONV. W/LATH "PROP. COR. @ "X" ALONG SOUTHERLY LOT LINE ±315' E. OF SOUTHWEST CORNER OF SITE. ELEVATION: 28.73' LEGAL DESCRIPTION (SURVEYOR) LOT 5A-2, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-10-020-LLA, AS RECORDED UNDER RECORDING NUMBER 20100602900006, TOGETHER WITH THOSE CERTAIN BENEFICIAL RESTRICTIONS AS CONTAINED WITHIN DOCUMENT ENTITLED "DECLARATION OF RESTRICTIONS" RECORDED DECEMBER 10, 2019 UNDER RECORDING NUMBER 20191210001654. RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. GENERAL NOTES (NAVIX) SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, THE CITY OF RENTON STANDARD SPECIFICATIONS, AND THE A.P.W.A. STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON ALTA/NSPS LAND TITLE SURVEY FOR TOPGOLF - RENTON LANDING, DATED 11/21/19 AND CAD RECORD DRAWING FILES FROM THE COMPLETED TOPGOLF PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. DITCH LINE SANITARY SEWER LINE EXISTING SANITARY SEWER PIPE STORM DRAIN LINE STORM DRAINAGE PIPE POWER LINE CABLE LINE WATER LINE EXISTING WATER LINE GAS LINE CHAIN LINK FENCE LINE (CLFNC) CONCRETE PAVING ASPHALT PAVING BUILDINGS GRAVEL SURFACE SITE DATA PARCEL NUMBER: OVERLAY DISTRICT. ZONING: EXISTING USE: PROPOSED USE: 0886610010 URBAN DESIGN DISTRICT C URBAN CENTER-2 (UC-2) VACANT LOT COMMERCIAL BUILDING SETBACKS: FRONT YARD - 15' MIN. AND 20' MAX. REAR YARD - 0' MIN. AND 0' MAX. ** SIDE YARD - 0' MIN. AND 0' MAX. ** ** 15' IF LOT ABUTS LOTS ZONED RESIDENTIAL SITE AREAS LOT AREA = 72,895 SF (1.67f AC) EXISTING ON LOT: IMPERVIOUS = 40,136 SF (0.92t AC) PERVIOUS = 32,759 SF (0.75f AC) DISTURBED SITE AREAS: TOTAL = 49,077 SF (1.13f AC) EXISTING: IMPERVIOUS = 47,293 SF (1.09f AC) PERVIOUS = 1,784 SF (0.04f AC) PROPOSED: BUILDING = 15,220 SF (0.35f AC) IMPERVIOUS = 23,330 SF (0.54f AC) PERVIOUS = 10,527 SF (0.24f AC) TOTAL = 49,077 SF (1.13f AC) PERCENTAGE OF LOT COVERED BY STRUCTURES = 32%. 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: SCALE: Z. N ALL VERTICAL: NAVD 1988 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET DESIGNED: HORIZONTAL: NAD 1983/1991 0 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET J.GREEN/D.RIDDLE DRAWN: ® 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET J.GREEN D.RIDDLE 4 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL S ONE INCH DATUM B J.TAFLIN J.GREEN IF NOT ONECNCH NO. REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY SHEET INDEX SHEET SHEET NUMBER SHEET TITLE 1 OF 41 CVR-1 COVER SHEET 2 OF 41 C-0.1 NOTES 3 OF 41 C-0.2 NOTES 4 OF 41 C-0.3 EXISTING CONDITIONS PLAN 5 OF 41 D-1.0 DEMOLITION PLAN 6 OF 41 D-2.0 T.E.S.C. PLAN 7 OF 41 D-2.1 T.E.S.C. DETAILS 8 OF 41 D-2.2 T.E.S.C. DETAILS 9 OF 41 C-1.0 OVERALL SITE IMPROVEMENT PLAN 10 OF 41 C-1.1 SITE IMPROVEMENT PLAN 11 OF 41 C-1.2 SITE DETAILS 12 OF 41 C-1.3 SITE DETAILS 13 OF 41 C-1.4 SITE DETAILS 14 OF 41 C-1.10 HORIZONTAL CONTROL PLAN 15 OF 41 C-1.11 FIRE TRUCK MANUVERING PLAN 16 OF 41 C-2.0 GRADING PLAN 17 OF 41 C-2.1 GRADING DETAILS 18 OF 41 C-3.0 STORM DRAINAGE PLAN 19 OF 41 C-3.1 STORM DRAINAGE PROFILES 20 OF 41 C-3.2 STORM DRAINAGE DETAILS 21 OF 41 C-3.3 STORM DRAINAGE DETAILS 22 OF 41 C-4.0 WATER PLAN 23 OF 41 C-4.1 WATER PROFILES 24 OF 41 C-4.2 WATER DETAILS 25 OF 41 C-4.3 WATER DETAILS 26 OF 41 C-4.4 WATER DETAILS 27 OF 41 C-4.5 WATER DETAILS 28 OF 41 C-5.0 SANITARY SEWER PLAN 29 OF 41 C-5.1 SANITARY SEWER PROFILES 30 OF 41 C-5.2 SANITARY SEWER DETAILS 31 OF 41 C-6.0 FRANCHISE UTILITY PLAN 32 OF 41 C-6.1 WET UTILITY CROSSINGS LANDSCAPE PLANS 33 OF 41 L-1.0 HOTEL DETAILED PLANTING PLAN AND SCHEDULE 34 OF 41 L-2.0 HOTEL PLANTING DETAILS 35 OF 41 L-3.0 HOTEL SITE AMENITY DETAILS 36 OF 41 L-4.0 HOTEL SITE AMENITY PLAZA 37 OF 41 L-5.0 HOTEL IRRIGATION PLAN AND SCHEDULE 38 OF 41 L-6.0 HOTEL IRRIGATION DETAILS LIGHTING PLANS 39 OF 41 SL01 PHOTOMETRIC PLAN 40 OF 41 SL02 LIGHTING DETAILS 41 OF 41 E1.0 ELECTRICAL SITE PLAN NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com 12/07/2Q23 S-426801 W-426801 I R-426801 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY Ar, FDEVELOPIMENT ENGINEERING JFarah 12/15/2023 12/20/2023 EAPPROVED ONAL FIRE AUTHORITY AG EWASTEEWATER UTILITY thomas 12/18/2023 o�4[FIgEpJt! well 12/19/2023 WEST77 PARTNERS DATE:12.07.2023 CITY OF � L I VAWAY HOTEL PAIELDBOOK: GE RENTON PARK AVENUE NORTH DRAWING NO: Planning/Building/Public works Dept. RENTON, WA 98057 CVR-1 COVER SHEET SHEET: 1 OF. 41 to O O O 0 N Q M J L0 to M 0 O N N U.1 ii LU z H Q IIL ti I- LU SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 00 to co N IN qlT N N CL w W LU F_ LU Z Q a. ti H LU i r O V Q N 0 N 0 N 0 U a� 0 U 0 0 0 I n LLJ i co cr 0 N i r` r` co aD i 0 aD i O Q' W i m DEMOLITION NOTES (NAVIX) 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON -SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON ALTA/NSPS LAND TITLE SURVEY FOR TOPGOLF - RENTON LANDING, DATED 11/21/19 AND CAD DESIGN FILES FROM THE COMPLETED TOPGOLF PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 4. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE LIMITS OF WORK UNLESS OTHERWISE NOTED. ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE CODES. ALL COST SHALL BE INCLUDED IN BASE BID. 5. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. 6. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES, VALVE BOXES, VAULT LIDS AND UTILITY ACCESS STRUCTURES WHICH ARE TO REMAIN TO FINISH GRADE WITHIN AREAS AFFECTED BY PROPOSED CONSTRUCTION. SEQUENCE OF CONSTRUCTION (NAVIX) 1. HOLD A PRE -CONSTRUCTION MEETING WITH THE CITY OF RENTON AND OBTAIN REMAINING REQUIRED PERMITS. 2. POST SIGN WITH NAME AND PHONE NUMBER OF CSWPP/ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN.) CSWPPP SHALL BE KEPT ON SITE AT ALL TIMES. 3. ESTABLISH/FLAG LIMITS OF CLEARING AND GRADING. 4. INSTALL INLET PROTECTION ON ALL EXISTING STORM DRAINAGE STRUCTURES TO REMAIN. 5. INSTALL TEMPORARY SILT FENCING. 6. INSTALL STABILIZED CONSTRUCTION ENTRANCES, WHEEL WASH AREAS, AND HAUL ROADS. 7. HAVE T.E.S.C. MEASURES INSPECTED BY THE CITY PRIOR TO ANY ADDITIONAL SITE DISTURBANCE. 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 9. CLEAR, GRUB, AND ROUGH GRADE SITE. 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPT 30) OR TWO DAYS DURING THE WET SEASON (OCT 1 TO APR 30) WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 11. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 12. SEED. SOD, STABILIZE, OR COVER ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 13. INSTALL PERMANENT STORM DRAINAGE SYSTEM NEEDED TO CONNECT TO CITY SYSTEM. 14. INSTALL INLET PROTECTION ON ALL NEW STORM DRAINAGE STRUCTURES. 15. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 16. INSTALL CURBING, UTILITIES, AND OTHER SITE IMPROVEMENTS AND CONSTRUCT RIGHT-OF-WAY IMPROVEMENTS. 17. FINISH GRADING SITE FOR PAVING ACTIVITIES. 18. PAVE SITE. 19. COMPLETE SITE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. 20. REMOVAL ALL T.E.S.C. MEASURES ONLY AFTER THE SITE IS DEEMED COMPLETELY STABILIZED BY THE INSPECTOR. SOIL AMENDMENT NOTE ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: 1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE. 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL 3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS: a. THE ORGANIC CONTENT FOR 'PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE COMPOST SPECIFICATION FOR BIORETENTION (REFER TO SECTION C.2.6) WITH THE EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% BIOSOLIDS OR MANURE. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 40% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1. THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. b. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING "A)" ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING THE LIMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAC 173-350-220. 4. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. GENERAL EROSION CONTROL NOTES (NAVIX) 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION. 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION AND THE SITE IS STABILIZED. 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE. DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE OWNER AND/OR CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 5. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. 6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, STRAW BALES, SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING 1 /2 ITS MAXIMUM POTENTIAL DEPTH. 7. AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. 8. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTION DRAWINGS ON SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 10. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. 11. THIS APPROVED "TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN" MUST BE IMPLEMENTED PRIOR TO ANY SITE WORK. SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION. 12. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 13. MAXIMUM SLOPES SHALL BE 3:1 HORIZ: VERT FOR FILL SLOPES, AND 3:1 HORIZ: VERT FOR CUT SLOPES, WITH THE EXCEPTION OF RIGHT-OF-WAY. 2:1 IS THE MAXIMUM ALLOWED SLOPE FOR WORK WITHIN THE RIGHT-OF-WAY. 14. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN 60 DAYS SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH. 15. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE CONSTRUCTED AT THE TOP OF LONG, STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES A WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED. IN ADDITION, SLOPES SHOULD BE STABILIZED IN ACCORDANCE WITH ITEM (17) ABOVE. 16. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 17. REFER TO PROJECT SPECIFICATIONS FOR STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE. 18. PH SAMPLING MAY BE REQUIRED IF PROJECT INCLUDES MORE THAN 40 CUBIC YARDS OF POURED OR RECYCLED CONCRETE. 19. IF SAMPLING REVEALS HIGH PH LEVELS, CONTRACTOR SHALL IMPLEMENT BMP C252 TO NEUTRALIZE THE PH LEVELS. SITE NOTES (NAVIX) 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF EXIT PORCHES, SIDEWALKS, RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. DIMENSIONS SHOWN REFER TO FACE OF CURB, EDGE OF PAVEMENT, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 4. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD OR LIGHT DUTY PAVEMENT UNLESS OTHERWISE NOTED. 5. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. 6. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. 7. ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COAT. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) 8. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDE, UNLESS OTHERWISE NOTED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. GRADING NOTES (NAVIX) 1. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 4. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE UBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 5. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 6. ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 7. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. 8. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 9. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. 10. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 11. FOR LAYOUT INFORMATION REFER TO THE HORIZONTAL CONTROL PLAN. WATER NOTES (NAVIX) 1. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. 2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL METALS. 3. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. 4. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1-INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1-1/4" - 2" DIAMETER IN ANY PUBLIC MAIN OR AS REQUIRED PER CITY STANDARD DETAILS. 5. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. 6. A DEPTH OF 36" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED FOR PIPES 10" IN DIAMETER AND LESS. 6. A DEPTH OF 48" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED FOR PIPES 12" IN DIAMETER AND GREATER. MAXIMUM COVER FOR ALL WATER LINES SHALL BE 60". 7. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 8. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 9. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. 10. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. STORM DRAINAGE NOTES (NAVIX) 1. 2. 3. 4. 5. 6. 7. 8 iU WA ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE DUCTILE IRON PIPING, OR APPROVED EQUAL TO SUSTAIN H-20 LOADING. ALL ONSITE STORM DRAINAGE PIPE SHALL BE CORRUGATED POLYETHYLENE PIPE (CPE) - TRIPLE WALL, OR OTHER CITY -APPROVED MATERIAL PER 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL TABLE 4.2.1.A2. PIPES SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOW LINE OF GUTTER (WHERE APPLICABLE). CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED ACCORDING TO CITY OF RENTON STANDARDS. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT, UNLESS OTHERWISE SHOWN IN THE CATCH BASIN DETAIL. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS TO PROPOSED STORM DRAINS AS SHOWN. SANITARY SEWER NOTES 1. ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. 2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE D3034 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 6" AND OF SCHEDULE D3034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MUST BE PROPERLY MARKED AT ENDS. 3. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFILLING. 4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED AND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. 5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND. GENERAL NOTES (CITY OF RENTON) 1. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL ENGINEERING SERVICES REPORT, PREPARED BY GEOENGINEERS ON OCTOBER 29, 2019, OR AN UPDATED GEOTECHNICAL REPORT APPROVED BY THE PLAN REVIEWER AT A LATER DATE. 2. THE APPLICANT SHALL PERMANENTLY ABANDON ALL ONSITE MONITORING WELLS AND SHALL BE CONSISTENT WITH THE RECOMMENDATIONS OF THE PHASE II: LIMITED SITE INVESTIGATION REPORT, PREPARED BY PROFESSIONAL SERVICES INDUSTRIES, INC., DATED JUNE 11, 2018, OR AN UPDATED REPORT SUBMITTED AT A LATER DATE. 3. THE APPLICANT SHALL REPAIR ANY DAMAGED STREET FRONTAGE INCLUDED, BUT NOT LIMITED TO, EXISTING CEMENT CONCRETE SIDEWALK AND ROADWAY PAVEMENT ALONG LOGAN AVENUE N, N 8TH STREET, AND PARK AVENUE. 4. PER RECORDING NO. 20100803001658. SHORT-TERM STAY HOTELS ARE PERMITTED TO HAVE SLEEPING ROOMS LOCATED AT GRADE LEVEL IF, BUT ONLY IF, THE ENTIRE HOTEL STRUCTURE IS LOCATED ABOVE AN APPROVED VAPOR BARRIER. AN APPROVED VAPOR BARRIER IS A VAPOR BARRIER THAT (1) MEETS THE SPECIFICATIONS SET OUT IN "GUIDANCE FOR COMMERCIAL/INDUSTRIAL BUILDING PASSIVE VAPOR BARRIER DESIGN AND CONSTRUCTION - DOUGLAS PARK DEVELOPMENT, LONG BEACH, CALIFORNIA" PREPARED BY GEOSYNTEC CONSULTANTS FOR BOEING REALTY CORPORATION AND DATED 29 SEPTEMBER 2006; OR (11) IS APPROVED BY DECLARANT IN DECLARANT'S SOLE DISCRETION. NAVIX 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com 12/07/2Q23 S-426802 W-426802 R-426802 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING % yqi 12/20/2023 %J 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: SCALE: WEST77 PARTNERS Z. N ALL VERTICAL: NAVD 1988 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET HORIZONTAL: NAD 1983/1991 CITY OF 0 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET J GREEN/D.RIDDLEPRI LIVAWAY HOTEL ® 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET N RENTON PARK AVENUE NORTH ® J.GREEN D.RIDDLE ONE INCH DATUM 4 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL SCALE RENTON WA 98057 B J.TAFLIN J.GREEN IF NOT ONE INCH Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY NOTES DATE: 12.07.2023 FIELDBOOK: PAGE: C-0.1 SHEET: OF. 2 41 r O 00 N O O M N to O O M N Q M J L0 to M O O O N U.1 ii LU Z F_ Q ti I- LU i W Z H Q a. ti LU i O Lrn Al u Q L0 O I r� N O N O O U Q) O Ln �I n LJ to CT 0 N r, r` co / c 0 O) / 0 W / m COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT C01,9P"T I - F'� I 7- - - SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. I D I rl� I cn I � c� D Cn I C/) r^ �-FC--1 � I �,I ) ITCrCR 1 V 0 -7C 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 1 JET SURVEYED: SCALE: Z.NALL 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET DESIGNED: 0 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET J.GREEN/D.RIDDLE O 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET DRAWN: ® J.GREEN D.RIDDLE ONE INCH Q 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX o2.10.23 JET CHECKED: AT FULL SCALE J.TAFLIN J.GREEN IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY LEGEND _ - - PROPERTY LINE 406.1 SS SANITARY SEWER PIPE C-5.2 403.1 SANITARY SEWER CLEANOUT C-5.2 1 F�l AREA DRAIN C-5.2 SEWER STRUCTURE SCHEDULE EX. SSCO O1 REMOVE AND CONNECT TO EX. PIPE STA: 40+53.29 6" IE: 21.73 (E) 6" IE: 21.73 (W)(EX.) O SSCO #1 STA: 40+66.26 403.1 RIM: 31.49 6" IE: 21.99 (E) 6" IE: 21.99 (W) EX. SSCO OREMOVE AND CONNECT TO EX. PIPE STA: 41 +53.67 6" IE: 22.54 (E) 6" IE: 22.54 (W) (EX.) SSCO #2 403.1 O STA: 41 +66.94 RIM: 31.48 6" IE: 22.81 (E) 6" IE: 22.81 (W) SSMH TO REMAIN OEX. STA: 42+05.00 6" IE: 21.56 (E) (EX.) 6" IE: 21.56 (S) 8" IE: 21.56 (N)(EX.) OAREA DRAIN 1 STA: 42+90.09 RIM: 29.65 6" IE: 23.26 (N) SSMH TO REMAIN OEX. STA: 40+05.00 6" IE: 20.76 (E) 8" IE: 20.76 (S) 6" IE: 20.76 (N) O$ OIL/WATER SEPARATOR GB-75 STA: 42+83.96 RIM: 29.84 C-5.2 6" IE: 23.14 (S) 6" IE: 23.14 (N) SEWER PIPE SCHEDULE 13 LF 6" PVC © 2.00% 2 LF 6" PVC @ 2.00% 13 LF 6" PVC © 2.00% 2 LF 6" PVC @ 2.00% 79 LF 6" PVC @ 2.00% EX. 49 LF 6" PVC @ 2.00% TO REMAIN EX. 160 LF 8" PVC @ 0.50% TO REMAIN EX. 48 LF 6" PVC @ 2.00% TO REMAIN EX. 121 LF 6" PVC © 0.50% TO REMAIN 10 6 LF 6" PVC @ 2.00% 0 10 20 40 SCALE: 1 inch = 20 ft. NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com 12/07/2Q23 S-426803 IN COMPLIANCE WITH CITY OF RENTON STANDARDS T" CD 00 O N to O O N Q J LO w M CD O I N LU ii DEVELOPMENT ENGINEERING AREA DRAINS ARE PRIVATELY D AND MAINTAINED. yqi 12/20/2023 LU w EWASTEWATER UTILITY Z C-6.1 FOR UTILITY CROSSINGS ~ well 12/19/2023 Q VERTICAL: NAVD 1988 DATE: HORIZONTAL: NAD 1983/1991 WEST77 PARTNERS 12.07.2023 C I TY OF L I VAWAY HOTEL FIELDBOOK: DR] RENTON PAGEI DATUM PARK AVENUE NORTH DRAWING NO: LU Planning/Building/Public Works Dept. RENTON, WA 98057 C-5.0 W SANITARY SEWER PLAN SHEET: 28 OF. 41 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. r O 00 N O O M N •i, Lo CD M O O O N N W OC W Z H DC a CL ti ti F- U) uJ SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 (0 N 1 ti N ^I li li W Z I— I.L Q a F_ V ) W —.11111 i 4 L I 1 U 172 n LC7 CD I CV CD CV CC CD U C/7 CD L(� Cl- �I LLJ / rn 0 CAI QD C3 n rn QD / 0 aD 0 rn / m DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 I DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B7BA3 I DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 � o�o SEWER'S I�--10-1 1' 2-1/4" I f 12-3/4" 1�1 i RECESSED LIFT POCKET 3/4" LETTERING "SEWER" (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1 5 STAINLESS STEEL REF PART #00981177 CAST IRON RING AND COVER " 1 -3/16" __- 45' (1 /8) BEND Not to Scale FRAME DR )ABLE PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES. 1 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC No 3698 (PRODUCT NO 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY 2 IN UNIMPROVED AREAS, POUR A 8" THICK, S-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER 3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106 Aemb, STD. PLAN - 403.1 .pPUBLIC WORKS 8" OR 6" CLEANOUT "e Y , DEPARTMENT FOR SANITARY SEWER MAIN Martin PastUCIJA/26/2020 4 9 D DATE SPECIFICATIONS Notes: 1. 6" plain end inlet/outlet. 2. Unit weight - w/ cast iron cover: 190 lbs. (For wet weight add 1,043 lbs.) 3. Maximum operating temperature: 150' F continuous 4. Capacities - Liquid: 125 gal. Grease: 861 lbs. (118 gal.) @75 GPM Solids: 31 gal. 5. For gravity drainage applications only. 6. Do not use for pressure applications. 7. Cover placement allows full access to tank for proper A maintenance. 8. Vent not required unless per local code. 9. Engineered inlet and outlet diffusers with inspection ports Inlet are removable to inspect / clean piping. 10. Integral air relief / Anti -siphon / Sampling access. 11. Adjustable cover adapter provides up to 4" of additional height. 12. Designed for below -grade, above -grade, indoor or outdoor installations. 13. Safety Star®, access restrictor built into cover adapter, prevents accidental entry to tanks (450 Ib rating). Safety Adjustable Adapter with H-20 Rated Cast Iron Cover I� ENGINEER SPECIFICATION GUIDE Schier Great Basin TM grease interceptor model # GB-75 shall be lifetime guaranteed and made in USA of seamless, rotationally - molded polyethylene with minimum 3/8" uniform wall thickness. Interceptor shall be furnished for above or below -grade installation with adjustable cover adapter, Safety Star® access 13-3/8" restrictor built into each cover adapter. Interceptor shall be certified to ASME Al12.14.3 (Type D) and CSA B481.1. Interceptor flow rate shall be 75 GPM. Interceptor grease capacity shall be 861 lbs. Cover shall provide water/gas-tight seal and have minimum 16,000 lbs. load capacity. q of CERTIFIED PERFORMANCE 6" Inlet Great Basin TM hydromechanical grease interceptors are third party performance -tested and listed by IAPMO to ASME #A112.14.3 and CSA B481.1 grease 26-1/2" interceptor standards and greatly exceed requirements for grease separation and storage. They are compliant to the Uniform Plumbing Code and the International Plumbing Code. Type D certification does not require a flow control MODEL NUMBER: GB-75 PROPRIETARY AND CONFIDENTIAL 15-3/4" TOP VIEW (COVER REMOVED FOR CLARITY) 47-1 /2" 024-1/2" TYP. SECTION A -A PART NUMBER: 4045-009-02 DESCRIPTION: GB-75 GREASE INTERCEPTOR 75 GPM, 6" INLET/OUTLET, H-20 RATED CAST IRON COVER THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SCHIER PRODUCTS ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THEWRITPERMISSION OF SCHIER PRODUCTS IS PROHIBITED DWG BY: C. BUSENITZ DATE: 4/18/2022 REV: - ECO: . - A - t I 12:1 Cil of 6" Outlet 26-1 /2" 23-5/8.1 INVERT Static Water Line r—i r--1-r---------- _— Ex. SEWER MAIN I I I I PROPERTY LINE SPOOL I I z I H AS NEEDED) X-0' MIN 6" SEWER STUB I I t FUTURE 4" SIDE SEWER ( OC----------� I I ` I I I 1-• 2"x 4" STUD MARKING POST PAINTED 6" CAP WHITE WITH THE WORD "SEWER' STENCILED SEWER MAIN TEE X 6" TEE i i i I IN 3" HIGH BLACK LETTERS AND #6 WARE SIDEWALK i z WRAPPED AROUND THE STUD AND i J EXTENDED TO THE TOP OF THE STUD COUPLING TYP ( I I I 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER O (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD I CONCRETE PAD TO BE 8" IN DEPTH • I 1 -------------------------- r T_________ .• BEND AS 8' REQUIRED EXISTING SANITARY _ SEWER MAIN f-2 0% MIN SLOPE \\� l ` FUTURE 4" SIDE SEWER �\ -6" SEWER STUB 6"X6"X6" WYE \` FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HDPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL NOTES 1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5" LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON SIDE SEWER STUB STD. PLAN -406.1 • PUBLIC WORKS APP by' INSTALLATION � DEPARTMENT Martin Pastucfa@✓26/zoz (SEWER MAIN TO PROPERTY LINE) Haea b°m 09886490 DATE ISOMETRIC VIEW END VIEW 111 WASTEWATER UTILITY STANDARD NOTES 1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION 2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS 3 A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION 4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY 5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES 7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). 8 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034. SDR 35, C900/C905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY 9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC) UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 9(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY 11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS & SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405 12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL 13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR S PLAN - 413 w PUBLIC WORKS WASTEWATER UTILITY APPROVED DEPARTMENT STANDARD NOTES Martin PastuchaLO/26/2 v„am w"m,w.munn> DATE f1 R Gl1 V Rf111 V (ZURN MODEL Z450B-V OR APPROVED EQUAL) N TS NAVIX 'IITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 I f: 425-453-8208 www.navixeng.com �N,I ZABE?' of WA 41872 �' ��'GI STEg�� ���� �ssIONAL E��� /2/ 17/2 12 S-426805 IN COMPLIANCE WITH CITY OF RENTON STANDARDS rM 00 0 N to W O 1 N Q J ®SCHIER DEVELOPMENT ENGINEERING U P C U P C 6455 Woodland Dr Shawnee, KS 66218 yqi 12/20/2023 Tel: 913-951-3300 W ® C R Fax:913-951-3399 schierproducts.com Z FWASTE,WATER UTILITY0:] � ll 12/19/2023 Q 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: SCALE: DATE: Z.NALL VERTICAL: NAVD 1966 WEST77 PARTNERS 12.07.2023 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET HORIZONTAL: NAD 1983/1991 DESIGNED: ® CITY F FIELDBOOK: I` 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET J.GREEN/D.RIDDLE II� LIVAWAY HOTEL ti 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET DRAWN` RENTON PARK AVENUE NORTH PAGE: ® J.GREEN D.RIDDLE ONE INCH DATUM ' DRAWING NO: 4 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL SCALE RENTON WA 98057 C-5.2 0 J.TAFLIN J.GREEN IF NOT ONE INCH Planning/Building/Public Works Dept. W NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SANITARY SEWER DETAILS SHEET: OF: J. TAFLI N 30 41 300