Loading...
HomeMy WebLinkAboutzW-4268setSECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 00 to co N N I 1 ti N N 1 CL & F- to 1 CD 1 LU F- LU z Q 0. ti ti H LU LAKE WASHINGTON r m NE SUNSET BLVD �P PROJECT,y SITE a°5 y Z n � a N 8TH ST y � v Z 0 D zm z m N 6TH ST z VICINITY MAP N TS OWNER/DEVELOPER WEST77 PARTNERS 3300 N TRIUMPH BLVD, SUITE 100 LEHI, UT 84043 (801) 448-2079 CONTACT: AARON CONVERSE GOVERNING AGENCIES CITY OF RENTON 1055 SOUTH GRADY WAY, 6TH FLOOR RENTON, WA 98057 (425) 430-7200 CONSULTANTS CIVIL: NAVIX ENGINEERING 11235 SE 6TH STREET, SUITE 150 BELLEVUE, WA 98004 CONTACT: JASON GREEN (425) 458-7934 CONTACT: JENELLE TAFLIN, P.E. (425) 458-7896 ARCHITECT: BRR ARCHITECTURE, INC. 2200 6TH AVE, SUITE 523 SEATTLE, WA 98121 (206) 393-5355 CONTACT: CULIN THOMPSON, AIA, LEED GREEN ASSOC. LANDSCAPE: JGM LANDSCAPE ARCHITECTS 12610 NE 104TH ST KIRKLAND, ST 98033 (425) 454-5723 CONTACT: CRAIG LEWIS SURVEYOR: AXIS SURVEYING & MAPPING 15241 NE 90TH STREET REDMOND, WA 98052 (425) 823-5700 X309 CONTACT: ZANE NALL, PLS UTILITIES WATER/SEWER/STORM: CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY RENTON, WA 98057 (425) 430-7439 CONTACT: YONG QI POWER AND NATURAL GAS: PUGET SOUND ENERGY 355 110TH AVE NE BELLEVUE, WA 98004 (888) 225-5773 TELECOMMUNICATION: CENTURY LINK 208 10655 NE 4TH STREET BELLEVUE, WA 98004 (425) 949-1162 PLANNING CITY OF RENTON PLANNING DIVISION 1055 SOUTH GRADY WAY RENTON, WA 98057 (425) 430-7289 CONTACT: CLARK CLOSE BUILDING CITY OF RENTON BUILDING DEPARTMENT 1055 SOUTH GRADY WAY RENTON, WA 98057 (425) 430-7290 CONTACT: ROB SHUEY FIRE RENTON REGIONAL FIRE AUTHORITY 18002 108TH AVE S.E. RENTON, WA 98055 (425) 430-7024 CONTACT: COREY THOMAS CSWPP SUPERVISOR CLEAR WATER SERVICES 2525 WEST CASINO ROAD, SUITE 7A EVERETT, WA 98204 (425) 412-5700 (CSWPP SUPERVISOR MAY CHANGE UPON SELECTION OF CONTRACTOR) E CD EXISTING LEGEND I N N CALCULATED MONUMENT LOCATION YARD DRAIN 0 `V .°. FOUND 'X' SCRIBED IN CONCRETE < CULVERT C-� FOUND QUARTER CORNER FIRE HYDRANT U OCENTER OF SECTION mIcV IRRIGATION CONTROL VALVE ® FOUND MONUMENT IN CASE ® MONITOR WELL ® POWER STUB ® POST INDICATOR VALVE 0 oI z POWER JUNCTION BOX ® WATER METER w © POWER VAULT m WATER VALVE i 0--0 STREET LIGHT Ow WATER MANHOLE m SIGNAL VAULT Ka GAS VALVE o POWER TRANSFORMER ® SOIL LOG/TEST PIT cf) 0 FIBER OPTICS MANHOLE SIGN o (D TELECOMMUNICATIONS MANHOLE BOLLARD ® TELECOMMUNICATIONS JUNCTION BOX RIGHT TURN ARROW CE:::::- TRAFFIC SIGNAL POLE LEFT TURN ARROW ® TRAFFIC SIGNAL BOX 0 o ss SANITARY SEWER CLEANOUT12"C CEDAR Of � SANITARY SEWER MANHOLE CATCH BASIN 12"COT COTTONWOOD co o SD STORM DRAIN CLEANOUT �❑ STORM DRAIN MANHOLE 12"D DECIDUOUS0 m SD SD t c- w- GAS GAS - CIVIL CONSTRUCTION PERMIT APPLICATION CD co CNI PARK AVENUE NORTH, RENTON, WASHINGTON 98057CD eq SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. �" DATUM/BASIS OF BEARINGS VERTICAL: NAVD '88 BASIS OF BEARINGS: HELD N89°28'22"W BETWEEN THE WEST QUARTER CORNER AND CENTER OF SECTION 8, T. 23 N., R. 5 E., W.M. (PER LAKESHORE LANDING 2 BSP REC. NO. 20100602900006) BENCHMARKS ORIGINATING BENCHMARK: CITY OF RENTON MONUMENT NO. 1847, TOP OF FND NAIL IN 4"X4" CONIC MON IN CASE, DN. 0.3' 65' W. OF RR TRACKS & 10' N. OF CURB ON S. SIDE OF N. 8TH ST. (STATE PLANE COORDINATES N183823.10/E1303496.93) ELEVATION: 37.84' (27.844) TEMPORARY BENCHMARKS: TBM-A: TOP OF RIM - METRO SEWER @ SOUTHWEST CORNER OF SITE. ELEVATION: 30.81' TBM-B: FND 'X' IN CONV. W/LATH "PROP. COR. @ "X" ALONG SOUTHERLY LOT LINE ±315' E. OF SOUTHWEST CORNER OF SITE. ELEVATION: 28.73' LEGAL DESCRIPTION (SURVEYOR) LOT 5A-2, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-10-020-LLA, AS RECORDED UNDER RECORDING NUMBER 20100602900006, TOGETHER WITH THOSE CERTAIN BENEFICIAL RESTRICTIONS AS CONTAINED WITHIN DOCUMENT ENTITLED "DECLARATION OF RESTRICTIONS" RECORDED DECEMBER 10, 2019 UNDER RECORDING NUMBER 20191210001654. RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. GENERAL NOTES (NAVIX) SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, THE CITY OF RENTON STANDARD SPECIFICATIONS, AND THE A.P.W.A. STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON ALTA/NSPS LAND TITLE SURVEY FOR TOPGOLF - RENTON LANDING, DATED 11/21/19 AND CAD RECORD DRAWING FILES FROM THE COMPLETED TOPGOLF PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. DITCH LINE SANITARY SEWER LINE EXISTING SANITARY SEWER PIPE STORM DRAIN LINE STORM DRAINAGE PIPE POWER LINE CABLE LINE WATER LINE EXISTING WATER LINE GAS LINE CHAIN LINK FENCE LINE (CLFNC) CONCRETE PAVING ASPHALT PAVING BUILDINGS GRAVEL SURFACE SITE DATA PARCEL NUMBER: OVERLAY DISTRICT. ZONING: EXISTING USE: PROPOSED USE: 0886610010 URBAN DESIGN DISTRICT C URBAN CENTER-2 (UC-2) VACANT LOT COMMERCIAL BUILDING SETBACKS: FRONT YARD - 15' MIN. AND 20' MAX. REAR YARD - 0' MIN. AND 0' MAX. ** SIDE YARD - 0' MIN. AND 0' MAX. ** ** 15' IF LOT ABUTS LOTS ZONED RESIDENTIAL SITE AREAS LOT AREA = 72,895 SF (1.67f AC) EXISTING ON LOT: IMPERVIOUS = 40,136 SF (0.92t AC) PERVIOUS = 32,759 SF (0.75f AC) DISTURBED SITE AREAS: TOTAL = 49,077 SF (1.13f AC) EXISTING: IMPERVIOUS = 47,293 SF (1.09f AC) PERVIOUS = 1,784 SF (0.04f AC) PROPOSED: BUILDING = 15,220 SF (0.35f AC) IMPERVIOUS = 23,330 SF (0.54f AC) PERVIOUS = 10,527 SF (0.24f AC) TOTAL = 49,077 SF (1.13f AC) PERCENTAGE OF LOT COVERED BY STRUCTURES = 32%. 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: SCALE: Z. N ALL VERTICAL: NAVD 1988 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET DESIGNED: HORIZONTAL: NAD 1983/1991 0 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET J.GREEN/D.RIDDLE DRAWN: ® 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET J.GREEN D.RIDDLE 4 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL S ONE INCH DATUM B J.TAFLIN J.GREEN IF NOT ONECNCH NO. REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY SHEET INDEX SHEET SHEET NUMBER SHEET TITLE 1 OF 41 CVR-1 COVER SHEET 2 OF 41 C-0.1 NOTES 3 OF 41 C-0.2 NOTES 4 OF 41 C-0.3 EXISTING CONDITIONS PLAN 5 OF 41 D-1.0 DEMOLITION PLAN 6 OF 41 D-2.0 T.E.S.C. PLAN 7 OF 41 D-2.1 T.E.S.C. DETAILS 8 OF 41 D-2.2 T.E.S.C. DETAILS 9 OF 41 C-1.0 OVERALL SITE IMPROVEMENT PLAN 10 OF 41 C-1.1 SITE IMPROVEMENT PLAN 11 OF 41 C-1.2 SITE DETAILS 12 OF 41 C-1.3 SITE DETAILS 13 OF 41 C-1.4 SITE DETAILS 14 OF 41 C-1.10 HORIZONTAL CONTROL PLAN 15 OF 41 C-1.11 FIRE TRUCK MANUVERING PLAN 16 OF 41 C-2.0 GRADING PLAN 17 OF 41 C-2.1 GRADING DETAILS 18 OF 41 C-3.0 STORM DRAINAGE PLAN 19 OF 41 C-3.1 STORM DRAINAGE PROFILES 20 OF 41 C-3.2 STORM DRAINAGE DETAILS 21 OF 41 C-3.3 STORM DRAINAGE DETAILS 22 OF 41 C-4.0 WATER PLAN 23 OF 41 C-4.1 WATER PROFILES 24 OF 41 C-4.2 WATER DETAILS 25 OF 41 C-4.3 WATER DETAILS 26 OF 41 C-4.4 WATER DETAILS 27 OF 41 C-4.5 WATER DETAILS 28 OF 41 C-5.0 SANITARY SEWER PLAN 29 OF 41 C-5.1 SANITARY SEWER PROFILES 30 OF 41 C-5.2 SANITARY SEWER DETAILS 31 OF 41 C-6.0 FRANCHISE UTILITY PLAN 32 OF 41 C-6.1 WET UTILITY CROSSINGS LANDSCAPE PLANS 33 OF 41 L-1.0 HOTEL DETAILED PLANTING PLAN AND SCHEDULE 34 OF 41 L-2.0 HOTEL PLANTING DETAILS 35 OF 41 L-3.0 HOTEL SITE AMENITY DETAILS 36 OF 41 L-4.0 HOTEL SITE AMENITY PLAZA 37 OF 41 L-5.0 HOTEL IRRIGATION PLAN AND SCHEDULE 38 OF 41 L-6.0 HOTEL IRRIGATION DETAILS LIGHTING PLANS 39 OF 41 SL01 PHOTOMETRIC PLAN 40 OF 41 SL02 LIGHTING DETAILS 41 OF 41 E1.0 ELECTRICAL SITE PLAN NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com 12/07/2Q23 S-426801 W-426801 I R-426801 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY Ar, FDEVELOPIMENT ENGINEERING JFarah 12/15/2023 12/20/2023 EAPPROVED ONAL FIRE AUTHORITY AG EWASTEEWATER UTILITY thomas 12/18/2023 o�4[FIgEpJt! well 12/19/2023 WEST77 PARTNERS DATE:12.07.2023 CITY OF � L I VAWAY HOTEL PAIELDBOOK: GE RENTON PARK AVENUE NORTH DRAWING NO: Planning/Building/Public works Dept. RENTON, WA 98057 CVR-1 COVER SHEET SHEET: 1 OF. 41 to O O O 0 N Q M J L0 to M 0 O N N U.1 ii LU z H Q IIL ti I- LU SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 00 to co N IN qlT N N CL w W LU F_ LU Z Q a. ti H LU i r O V Q N 0 N 0 N 0 U a� 0 U 0 0 0 I n LLJ i co cr 0 N i r` r` co aD i 0 aD i O Q' W i m DEMOLITION NOTES (NAVIX) 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON -SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON ALTA/NSPS LAND TITLE SURVEY FOR TOPGOLF - RENTON LANDING, DATED 11/21/19 AND CAD DESIGN FILES FROM THE COMPLETED TOPGOLF PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 4. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE LIMITS OF WORK UNLESS OTHERWISE NOTED. ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE CODES. ALL COST SHALL BE INCLUDED IN BASE BID. 5. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. 6. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES, VALVE BOXES, VAULT LIDS AND UTILITY ACCESS STRUCTURES WHICH ARE TO REMAIN TO FINISH GRADE WITHIN AREAS AFFECTED BY PROPOSED CONSTRUCTION. SEQUENCE OF CONSTRUCTION (NAVIX) 1. HOLD A PRE -CONSTRUCTION MEETING WITH THE CITY OF RENTON AND OBTAIN REMAINING REQUIRED PERMITS. 2. POST SIGN WITH NAME AND PHONE NUMBER OF CSWPP/ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN.) CSWPPP SHALL BE KEPT ON SITE AT ALL TIMES. 3. ESTABLISH/FLAG LIMITS OF CLEARING AND GRADING. 4. INSTALL INLET PROTECTION ON ALL EXISTING STORM DRAINAGE STRUCTURES TO REMAIN. 5. INSTALL TEMPORARY SILT FENCING. 6. INSTALL STABILIZED CONSTRUCTION ENTRANCES, WHEEL WASH AREAS, AND HAUL ROADS. 7. HAVE T.E.S.C. MEASURES INSPECTED BY THE CITY PRIOR TO ANY ADDITIONAL SITE DISTURBANCE. 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 9. CLEAR, GRUB, AND ROUGH GRADE SITE. 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPT 30) OR TWO DAYS DURING THE WET SEASON (OCT 1 TO APR 30) WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 11. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 12. SEED. SOD, STABILIZE, OR COVER ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 13. INSTALL PERMANENT STORM DRAINAGE SYSTEM NEEDED TO CONNECT TO CITY SYSTEM. 14. INSTALL INLET PROTECTION ON ALL NEW STORM DRAINAGE STRUCTURES. 15. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 16. INSTALL CURBING, UTILITIES, AND OTHER SITE IMPROVEMENTS AND CONSTRUCT RIGHT-OF-WAY IMPROVEMENTS. 17. FINISH GRADING SITE FOR PAVING ACTIVITIES. 18. PAVE SITE. 19. COMPLETE SITE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. 20. REMOVAL ALL T.E.S.C. MEASURES ONLY AFTER THE SITE IS DEEMED COMPLETELY STABILIZED BY THE INSPECTOR. SOIL AMENDMENT NOTE ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: 1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE. 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL 3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS: a. THE ORGANIC CONTENT FOR 'PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE COMPOST SPECIFICATION FOR BIORETENTION (REFER TO SECTION C.2.6) WITH THE EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% BIOSOLIDS OR MANURE. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 40% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1. THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. b. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING "A)" ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING THE LIMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAC 173-350-220. 4. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. GENERAL EROSION CONTROL NOTES (NAVIX) 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION. 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION AND THE SITE IS STABILIZED. 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE. DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE OWNER AND/OR CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 5. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. 6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, STRAW BALES, SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING 1 /2 ITS MAXIMUM POTENTIAL DEPTH. 7. AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. 8. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTION DRAWINGS ON SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 10. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. 11. THIS APPROVED "TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN" MUST BE IMPLEMENTED PRIOR TO ANY SITE WORK. SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION. 12. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 13. MAXIMUM SLOPES SHALL BE 3:1 HORIZ: VERT FOR FILL SLOPES, AND 3:1 HORIZ: VERT FOR CUT SLOPES, WITH THE EXCEPTION OF RIGHT-OF-WAY. 2:1 IS THE MAXIMUM ALLOWED SLOPE FOR WORK WITHIN THE RIGHT-OF-WAY. 14. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN 60 DAYS SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH. 15. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE CONSTRUCTED AT THE TOP OF LONG, STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES A WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED. IN ADDITION, SLOPES SHOULD BE STABILIZED IN ACCORDANCE WITH ITEM (17) ABOVE. 16. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 17. REFER TO PROJECT SPECIFICATIONS FOR STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE. 18. PH SAMPLING MAY BE REQUIRED IF PROJECT INCLUDES MORE THAN 40 CUBIC YARDS OF POURED OR RECYCLED CONCRETE. 19. IF SAMPLING REVEALS HIGH PH LEVELS, CONTRACTOR SHALL IMPLEMENT BMP C252 TO NEUTRALIZE THE PH LEVELS. SITE NOTES (NAVIX) 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF EXIT PORCHES, SIDEWALKS, RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. DIMENSIONS SHOWN REFER TO FACE OF CURB, EDGE OF PAVEMENT, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 4. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD OR LIGHT DUTY PAVEMENT UNLESS OTHERWISE NOTED. 5. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. 6. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. 7. ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COAT. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) 8. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDE, UNLESS OTHERWISE NOTED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. GRADING NOTES (NAVIX) 1. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 4. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE UBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 5. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 6. ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 7. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. 8. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 9. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. 10. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 11. FOR LAYOUT INFORMATION REFER TO THE HORIZONTAL CONTROL PLAN. WATER NOTES (NAVIX) 1. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. 2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL METALS. 3. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. 4. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1-INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1-1/4" - 2" DIAMETER IN ANY PUBLIC MAIN OR AS REQUIRED PER CITY STANDARD DETAILS. 5. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. 6. A DEPTH OF 36" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED FOR PIPES 10" IN DIAMETER AND LESS. 6. A DEPTH OF 48" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED FOR PIPES 12" IN DIAMETER AND GREATER. MAXIMUM COVER FOR ALL WATER LINES SHALL BE 60". 7. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 8. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 9. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. 10. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. STORM DRAINAGE NOTES (NAVIX) 1. 2. 3. 4. 5. 6. 7. 8 iU WA ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE DUCTILE IRON PIPING, OR APPROVED EQUAL TO SUSTAIN H-20 LOADING. ALL ONSITE STORM DRAINAGE PIPE SHALL BE CORRUGATED POLYETHYLENE PIPE (CPE) - TRIPLE WALL, OR OTHER CITY -APPROVED MATERIAL PER 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL TABLE 4.2.1.A2. PIPES SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOW LINE OF GUTTER (WHERE APPLICABLE). CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED ACCORDING TO CITY OF RENTON STANDARDS. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT, UNLESS OTHERWISE SHOWN IN THE CATCH BASIN DETAIL. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS TO PROPOSED STORM DRAINS AS SHOWN. SANITARY SEWER NOTES 1. ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. 2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE D3034 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 6" AND OF SCHEDULE D3034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MUST BE PROPERLY MARKED AT ENDS. 3. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFILLING. 4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED AND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. 5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND. GENERAL NOTES (CITY OF RENTON) 1. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL ENGINEERING SERVICES REPORT, PREPARED BY GEOENGINEERS ON OCTOBER 29, 2019, OR AN UPDATED GEOTECHNICAL REPORT APPROVED BY THE PLAN REVIEWER AT A LATER DATE. 2. THE APPLICANT SHALL PERMANENTLY ABANDON ALL ONSITE MONITORING WELLS AND SHALL BE CONSISTENT WITH THE RECOMMENDATIONS OF THE PHASE II: LIMITED SITE INVESTIGATION REPORT, PREPARED BY PROFESSIONAL SERVICES INDUSTRIES, INC., DATED JUNE 11, 2018, OR AN UPDATED REPORT SUBMITTED AT A LATER DATE. 3. THE APPLICANT SHALL REPAIR ANY DAMAGED STREET FRONTAGE INCLUDED, BUT NOT LIMITED TO, EXISTING CEMENT CONCRETE SIDEWALK AND ROADWAY PAVEMENT ALONG LOGAN AVENUE N, N 8TH STREET, AND PARK AVENUE. 4. PER RECORDING NO. 20100803001658. SHORT-TERM STAY HOTELS ARE PERMITTED TO HAVE SLEEPING ROOMS LOCATED AT GRADE LEVEL IF, BUT ONLY IF, THE ENTIRE HOTEL STRUCTURE IS LOCATED ABOVE AN APPROVED VAPOR BARRIER. AN APPROVED VAPOR BARRIER IS A VAPOR BARRIER THAT (1) MEETS THE SPECIFICATIONS SET OUT IN "GUIDANCE FOR COMMERCIAL/INDUSTRIAL BUILDING PASSIVE VAPOR BARRIER DESIGN AND CONSTRUCTION - DOUGLAS PARK DEVELOPMENT, LONG BEACH, CALIFORNIA" PREPARED BY GEOSYNTEC CONSULTANTS FOR BOEING REALTY CORPORATION AND DATED 29 SEPTEMBER 2006; OR (11) IS APPROVED BY DECLARANT IN DECLARANT'S SOLE DISCRETION. NAVIX 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com 12/07/2Q23 S-426802 W-426802 R-426802 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING % yqi 12/20/2023 %J 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: SCALE: WEST77 PARTNERS Z. N ALL VERTICAL: NAVD 1988 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET HORIZONTAL: NAD 1983/1991 CITY OF 0 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET J GREEN/D.RIDDLEPRI LIVAWAY HOTEL ® 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET N RENTON PARK AVENUE NORTH ® J.GREEN D.RIDDLE ONE INCH DATUM 4 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL SCALE RENTON WA 98057 B J.TAFLIN J.GREEN IF NOT ONE INCH Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY NOTES DATE: 12.07.2023 FIELDBOOK: PAGE: C-0.1 SHEET: OF. 2 41 r O 00 N O O M N to O O M N Q M J L0 to M O O O N U.1 ii LU Z F_ Q ti I- LU i SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 N ti NN I.L I-300 - n C"'l 0 r� C"'l 0 CV C6 0 U N a 0 �I n w / co CY 0 C"'I C0 co (D / c 0 O) Of / 0 CY co / ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE MEGALUG RESTRAINT SERIES 1100 RESTRAINED (OR APPROVED EQUAL) AND CONCRETE BLOCKING PER COR STANDARD PLANS REFER TO SHEET C-6.1 FOR UTILITY CROSSINGS I i 26+00 -15' WATER LINE EASEMENT 15 25+00 14 35 c° 26 d. LI<I I 37 I 138 I 39 aA 40 'AS G S 41 I I I 42 SD 21+00 32 24+49 I o I 22 21 I 23 I I0 - 24 w ' VALVE TO BE CLOSED UNTIL o I 0 25+49 NEW WATER MAIN IS INSTALLED, _ _ -I 28+48 TESTED AND APPROVED cry N o 4 I aLf 27+00 :I 3 I I E al LL AL 10 12" DI W 20+0U4---, W W 308-ZONE I 33 44 I PROPOSED 15' WATER LINE EASEMENT 28+00 36 16 I 25 24+00 I °° I 8 9 12 I 7 W +12�� - � 10.5' 196-ZONE ----------- _ _ 22+00 6 -7 27 20 I---- 29 I 43 5.2 IF I ` I I I• �. o o 26+39 28 43 30 WATER LINE EASEMENT I I 1 31 1 27+30J i i ri --I r.00 10VdW00 10VdW00 13VdW00 lOVdW00 lOVdW00 lOVdW00 1C""A00 10VdIM"I I I I --- --------------I COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPtJ I I I 1Ctid V^IOJ 13 VdW00l lOVdWOC 10VdWO0 I 10VdW00l lOVdC W00l lOVdW. I I I I �I I - - - J I W I COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT C( i V) 0 0 0 0 0 0 1 I .o. d : da A. O ° ?J ° ° N 1'29"W 3 2.OG' ° -x - x� GEM< F FO F F F 7�77_ F^ F^ WATER PLAN NOTES 1. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. 2. MAXIMUM ALLOWABLE DEFLECTION AT EACH JOINT SHALL NOT EXCEED ONE-HALF THE MANUFACTURE'S RECOMMENDED PERMISSIBLE DEFLECTION. 3. CONTRACTOR SHALL FIELD VERIFY ALL CONNECTIONS TO EXISTING PIPES FOR PROPER FITTING AND DEPTH. 4. THE CONTRACTOR WILL PROVIDE AND INSTALL THE METER THAT IS LARGER THAN 2-INCHES 0 LLJ 'IC'/Y a� �- .II, a�n1� I PROPOSED 126 KEY HOTEL FFE = 31.5 0 D w (n O IV 0 rn rl f� I; IA I I� co I> I I EXISTING I FIRE HYDRANT I cn 4 c� D co 0 0 NEI C I IC ° S S I ° +28 I I S . . . . . . ... . ti Fv Fv F^ -„ F71 C 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: Z.NALL SCALE: 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET DESIGNED: 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 Q 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: ONE INCH J.TAFLIN J.GREEN AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY LEGEND PROPERTY LINE _ -W-W-W-W-W EX. 12" WATER MAIN 0 10 20 40 3 W WATER LINE C-4.5 310.1 ,i FIRE HYDRANT NSCALE: 1 inch = 20 ft. C-4.3 2 FIRE DEPARTMENT CONNECTION C-4.5 Q POST INDICATOR VALVE STORM DRAIN LINE O 00 BEND/TEE WITH THRUST BLOCKING 330.1 330.2 5' MIN. N 330.7 C-4.3 C-4.4 N GATE VALVE O C-4.4 WATER LINE 350.3 c�i DDCVA DETECTOR DOUBLE CHECK VALVE ASSEMBLY 0.5' MIN. N C-4.4, C-4.5 I 1 RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY 360.2 VWgTER/STORM SEPARATION I�I PRESSURE REDUCING VALVE 340.E 370.4 1 C-4.5 N.T.S. Z3204C-4.4C-4.5 C-4.5DOMESTIC WATER METER WATER SCHEDULE OCONNECT TO EXISTING 1s 72 LF 12" DI WATER MAIN 40 1 - 1" DCVA BACKFLOW ASSEMBLY 340.8 1 12" WATER MAIN PER STD. PLAN 340.2 STA: 22+32.27, 30.13' RT CONNECT TO EXISTING 1 - 12" X 6" TEE (FLxFL) O 16 WATER MAIN WITH: Cfl 1 - 12" ADAPTOR (FLxMJ) 310.1 1s " co4.2 41 1 - 12 GATE VALVE (MJxFL) C-4.3 1 - 16 X 12 TEE (FL) 1 LF 1.5" PE IRR. O to 1 - 6 GATE VALVE (MJxFL) 340.2 2 - 16" BUTTERFLY VALVE (FLxMJ) 42 1.5"IRRIGATION POINT OF CONNECTION O 1 - 12 GATE VALVE FLxMJ 1 -FIRE HYDRANT ASSEMBLY (FLxMJ) O 21 LF 6" DI C-4.4 2 - 16" SLEEVES (MJ) O 43 3" PRESSURE RELIEF PIPE AND STAND PIPE OO THRUST BLOCKING 1 - 12" SLEEVE (MJ) STA: 20+04.49, 0.00' THRUST BLOCKING W/ APPROVED AIR GAP (SEE STD PLN 340.6), M REFER TO STD. PLN. 300.3 FOR TO BE INSTALLED BY CITY FORCES. (y O 53 LF 12" DI WATER MAIN TESTING/FINAL CONNECTION DETAILS AND ALL 44 1 - TEMPORARY 12" END CAP (MJ) Q 1 - 90. BEND (MJ) REQUIRED FITTINGS/APPURTENANCES. GATE 1 - TEMPORARY 2" BLOW -OFF ASSEMBLY 340.2 3 O VALVE TO BE NORMALLY OPEN. 1 - 12"-LONG BODY SLEEVE (MJ) THRUST BLOCKING STA: 23+24.41, 0.00' RT 12" DI SPOOLS LENGTH TO FIT STA: 20+57.18, 0.63' RT FINAL CONNECTION TO NEW HYDRANT TEE TO 300.4 20 24 LF 4" DI O BE MADE BY CITY FORCES UPON COMPLETION 62 LF 12" DI WATER MAIN OF ALL CLEANING, TESTING AND DISINFECTION 4" DOMESTIC WATER METER WITH 320.4 676-WA VAULT OR APPROVED EQUAL OF NEW WATER MAIN PER STD PLAN 300.4. O5 21 1 - CONCRETE VAULT (612-LA) WITH STA: 22+26.24, 28.04' RT 3 LOCKING STEEL COVERS (3-332P) O AND 24" CONCRETE RISER EXTENSION 22 4 LF 4" DI (612-2X), OR APPROVED EQUAL 4" REDUCED RBPA IN SAFE-T-COVER 360.2 2 - 12"x10" REDUCER (MJxMJ) L0 23 HOT BOX MODEL 300-AL OR to 2 - MIN. 3 LF 10" DI SPOOLS (FLxPE) C-4.5 FLANGED ENDS SHALL BE 6" AWAY APPROVED EQUAL M 1 STA: 22+26.19, 36.93' RT CDFROM INSIDE VAULT WALLS C)1 - DI COUPLING ADAPTER (MJxMJ) c-4.5 24 4 LF 4" DI O 2 - 10" DI WATER MAIN (PExPE) N 2 - ADAPTOR (FLxMJ) 340.E 370.4 25 5 LF 12" DI" DI WATER MAIN N STA: 21+29.83, 1.35' RT C-4.4 C-4.5 26 1 - 1" WATER SERVICE PER STD PLN 320.1 13 LF 1"TYPE K COPPER STUB W/ CAP 320.1 N"IX O 16 LF 12" DI WATER MAIN STA: 22+51.08, 0.00' RT a C-4.3 SITE I CIVIL O1 - 90° BEND (MJ) THRUST BLOCKING 27 22 LF 6" DI FIRE 11235 s.e. 6th street I suite 150 STA: 21 +57.64, 0.00' » 2s 6 DOUBLE DETECTOR CHECK bellevue, wa 98004 O 12 LF 12" DI" DI WATER MAIN ASSEMBLY WITH STANDPIPE OUTSIDE 350.3 t: 425.453.9501 1 f: 425-453-8208 56 LF 6" DI C-4.4, C-4.5 www.navixeng.com O1 - 12 X 6 CROSS (MJxFL) STA: 22+17.09, 30.15 RT g• 9 310.1 1 - 12" GATE VALVE (MJxMJ) FIRE DEPARTMENT CONNECTION 2 2 - 6" GATE VALVE (MJxFL) C-4.3 29 STA: 21+30.55, 22.80' RT C-4.5 7 LF 6 DI STUB WITH CAP (NORTH) LI ZABET 1 - FIRE HYDRANT ASSEMBLY pF WAShrj 27 LF 6" DI (SOUTH) 30 2 LF 6" DI FIRE ��� T THRUST BLOCKING 31 POST INDICATOR VALVE w STA: 21+70.33, 0.01 LT STA: 22+17.09, 38.63 RT 10 32 4 LF 6" DI FIRE ,A 41872 PROTECT EXISTING WATER MAIN TO REMAIN. �o��,s�'GIsrER����,w 33 SEE NOTE 44 FOR TEMPORARY CAPPING s10NAL E� 11 EXISTING WATER MAIN ON WEST SIDE. /2/07/ZQ23 EXISTING FIRE HYDRANT INSTALLED UNDER 34 TOPGOLF PROJECT TO BE REMOVED AND RELOCATED WITH NEW HYDRANT TEE AND VALVE 12 48 LF 12" DI WATER MAIN 35 6 LF 12" DI WATER MAIN 1 - 12" X 6" TEE (FLxFL) O 1 - 1" SADDLE TAP 1 - 12" GATE VALVE (MJxFL) 36 1" WATER SERVICE PER STD. PLN.320.1 320.1 13 1 - 12" ADAPTOR (FLxMJ) 1 - 1" GATE VALVE (THREADED) 1 - 6" GATE VALVE (MJxFL) STA: 22+32.16, 0.00' RT THRUST BLOCKING 37 STA: 22+17.09, 0.01 LT 22 LF 1" TYPE K SOFT COPPER TUBING 14 10 LF 12" DI WATER MAIN 38 1 - 1" IRRIGATION METER 320.1 O STA: 22+32.23, 25.46' RT C-4.3 1 - 12" x 4" TEE (MJxFL) 15 1 - 4" GATE VALVE (FLxMJ) 320.4 39 1 LF 1" TYPE K SOFT COPPER TUBING IRR W-426803 STA: 22+26.32, 0.01' LT IN COMPLIANCE WITH CITY OF RENTON STANDARDS 16 13 LF 12" DI" DI WATER MAIN 1 - 12" GATE VALVE (MJxFL) WATER UTILITY DEVELOPMENT ENGINEERING 17 1 - 2 TAPPED REDUCING TEE (MJxFIPT) jchavez 12/20/2023 ' i 12/20/2023 1 - 2" GATE VALVE (THREADED) ya W 7 LF 2" TYPE K COPPER STUB W/ CAP Z THRUST BLOCKING 320.3 z STA: 22+46.33, 0.00' RT C-4.3 Q VERTICAL: NAVD 1988 DATE: HORIZONTAL: NAD 1983/1991 WEST77 PARTNERS 12.07.2023 C I TY OF L I VAWAY HOTEL FIELDBOOK: [;%Rl R E N TO N PAGEI • PARK AVENUE NORTH DRAWING N0. DATUM � Planning/Building/Public Works Dept. RENTON , WA 98057 C-4.0 W WATER PLAN SHEET: 22 OF. 41 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. co w I.LI Z I- Q 0. ti H W i ►� r V Q r-) 0 N 0 N Co 0 U aD r 0 �I n L,J / co 0 N r` r` a> / C O a� / O co 0 m LLI 0 Q Of CD CD z X w w 0 Q Ll- CD U z U) X W 35 30 25 C 20 w 15 0 a CD 0 0 Ld I� cn 0 FI ISHED GRADE (TYI') EX. ELECTRICAL CONDUIT EX. GA EXISTING GRADE (TYf'') CONTRACTOR TO CONFIRM LOCATION AND ELEVATION PRIOR CONTR t8" PROVIDE TO CONSTRUCTION AND NOTIFY ENGINEER 0 CONFLICTS. AND D ETHAFOAM P D - - - - - - ACTIVI -__ --- ---- - - - - - - --1. - ----- -EX. 12" TORM3 - �- _ -----_ ENGINE 14 12" STORM 4' MIN. COVE 8" STO RM 12 13 PROVIDE 6 10' 12" MIN. 18' MIN. 12" MI It PROVID ETHAFOAM PAD 12" MI 12 MIN. ETHAFO M PAD 18" MIN. 18" MIN. 9 12 13 15 36 17 26 18 19 2 3 2 4 5 6" SS 5 14 35 16 25 MAINTAIN 21" OF VERTICAL CLEARANCE " SS FROM VAULT FLOOR TO BOTTOM OF NEW 10" WATER INSIDE VAULT CV Ln Ln 17 A co00 . CD m L . r- CDLCi N rOj O) CD C3 � C) � o OM � CD N N CD O� r:3 CD � o CD � 20+00 35 FINIS EXIS- 30 12" E 25 13 20 w 15 0 Q CD o ro = cn ii ED GRADE (TYP) ING GRADE (TYP)--\\ - - - TORM 18" MIN. 27 28 30 O N 17 24+00 FIRE SERVICE PROFILE SCALE: HORIZONTAL: 1 "=20' VERTICAL: 1 "=5' 35 21 +00 35 30 30 BUILDING CONNECTION 12" STORM -IE: 25.25 SEE M.E.P. FOR CONTINUATION 25 25 15 LLJ 24+50 0 Q CD c� z Cn X LJ 15 20 0 15 a CD co o = U) z L� WATER MAIN PROFILE SCALE: HORIZONTAL: 1"=20' VERTICAL: 1 "=5' FINISHED GRADE (TYP) EXISTING GRADE (TYP) 22+00 35 30 30 24 1; BUILDING CONNECTION -IE: 28.15 SEE M.E.P. FOR CONTINUATION 25 25 20 15 25+00 25+50 2-INCH DOMESTIC SERVICE PROFILE SCALE: HORIZONTAL: 1 "=20' VERTICAL: 1 "=5' 35 FINISHED GRADE EXISTING GRADE Li 0 Q CD CD z F_ cn X W © REFER TO SHEET C-6.1 FOR WET UTILITY CROSSINGS PLAN AND TABLE. (TYP) (TYP) - - - 40 ORM 38 41 37 39 18" MIN. 00 cV C5 30 12" S 11 25 36 20 0 15 a CD M Lil = cn 2 L� 21 L 19'' 22 . n M 35 30 25 20 15 28+00 28+50 1-INCH IRRIGATION PROFILE SCALE: HORIZONTAL: 1 "=20' VERTICAL: 1 "=5' w 0 Q CD CD z U) X LJ 20 w 15 0 a CD ,1- o _ M- in /-- FINISHED GRADE (TYP) EXISTI G GRADE (TYP) " STORM 8 18" MIN. 00 o � n 26+00 FIRE HYDRANT PROFILE SCALE: HORIZONTAL: 1 "=20' VERTICAL: 1 "=5' 35 MAIN. ,CTOR TO FIELD VERIFY LOCATION PTH PRIOR TO CONSTRUCTION ES. CONTRACTOR TO NOTIFY =R IMMEDIATELY OF ANY CONFLICTS. 30 25 20 15 23+00 23+25 35 35 FINISHED GRADE EXISTING GRADE 30 25 20 15 w 26+50 0 Q c� CD z cn X W 30 25 20 0 15 a Irf CD o CD = z = 35 30 25 20 15 27+00 27+50 RELOCATED DIRE HYDRANT PROFILE SCALE: HORIZONTAL: 1 "=20' VERTICAL: 1 "=5' (TYP) (TYP) 1 (j) o t� r� CD n ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE MEGALUG RESTRAINT SERIES 1100 RESTRAINED (OR APPROVED EQUAL) AND CONCRETE BLOCKING PER COR STANDARD PLANS WATER SCHEDULE OCONNECT TO EXISTING 18 72 LF 12" DI WATER MAIN 40 1 - 1" DCVA BACKFLOW ASSEMBLY 340.8 12" WATER MAIN PER STD. PLAN 340.2 STA: 22+32.27, 30.13' RT CONNECT TO EXISTING C-4.4 1 - 12" X 6" TEE (FLxFL) 310.1 8 16" WATER MAIN WITH: 300.3 1 - 12 ADAPTOR (FLxMJ) c-4.2 41 1 - 12 GATE VALVE (MJxFL) C-4.3 1 - 16 X 12 TEE (FL) 1 LF 1.5 PE IRR.O 1 - 6" GATE VALVE (MJxFL) 340.2 2 - 16" BUTTERFLY VALVE (FLxMJ) 1 - 12 GATE VALVE FLxMJ 42 1.5 IRRIGATION POINT OF CONNECTION 1 -FIRE HYDRANT ASSEMBLY (FLxMJ) 21 LF 6" DI C-4.4 2 - 16" SLEEVES (MJ) 43 3" PRESSURE RELIEF PIPE AND STAND PIPE THRUST BLOCKING 1 - 12" SLEEVE (MJ) W/ APPROVED AIR GAP (SEE STD PLN 340.6), STA: 20+04.49, 0.00' THRUST BLOCKING REFER TO STD. PLN. 300.3 FOR TO BE INSTALLED BY CITY FORCES. O 53 LF 12" DI WATER MAIN TESTING/FINAL CONNECTION DETAILS AND ALL 44 1 - TEMPORARY 12" END CAP (MJ) 340.2 1 - 90' BEND (MJ) REQUIRED FITTINGS/APPURTENANCES. GATE 1 - TEMPORARY 2 BLOW -OFF ASSEMBLY O3 VALVE TO BE NORMALLY OPEN. 1 - 12"-LONG BODY SLEEVE (MJ) THRUST BLOCKING STA: 23+24.41, 0.00' RT 12" DI SPOOLS LENGTH TO FIT STA: 20+57.18, 0.63' RT FINAL CONNECTION TO NEW HYDRANT TEE TO 300.4 20 24 LF 4" DI BE MADE BY CITY FORCES UPON COMPLETION C-4.2 O 62 LF 12" DI WATER MAIN OF ALL CLEANING, TESTING AND DISINFECTION 4" DOMESTIC WATER METER WITH 0676-WA VAULT OR APPROVED EQUAL 320.4 OF NEW WATER MAIN PER STD PLAN 300.4. 21 1 -CONCRETE VAULT (612-LA) WITH STA: 22+26.24, 28.04' RT C-4.3 3 LOCKING STEEL COVERS (3-332P) O AND 24" CONCRETE RISER EXTENSION 22 4 LF 4" DI (612-2X), OR APPROVED EQUAL 2 - 12%10" REDUCER (MJxMJ) 4" REDUCED RBPA IN SAFE-T-COVER 360.2 2 - MIN. 3 LF 10" DI SPOOLS (FLxPE) 23 HOT BOX MODEL 300-AL OR FLANGED ENDS SHALL BE 6" AWAY 1 APPROVED EQUAL FROM INSIDE VAULT WALLS STA: 22+26.19, 36.93' RT 1 - DI COUPLING ADAPTER (MJxMJ) C-4.5 24 4 LF 4" DI 2 - 10" DI WATER MAIN (PExPE) 2 - ADAPTOR (FLxMJ) 340.E 370.4 25 5 LF 12" DI" DI WATER MAIN STA: 21+29.83, 1.35' RT 1 - 1" WATER SERVICE PLN C-4.4 C-4.5 2s 13 LF 1' TYPE K COPPERPSTUBTID W/ CAP32011 N"IX O 16 LF 12" DI WATER MAIN STA: 22+51.08, 0.00' RT C-4.3 SITE I CIVIL O1 - 90° BEND (MJ) THRUST BLOCKING 27 22 LF 6" DI FIRE STA: 21 +57.64, 0.00' » 2s 6 DOUBLE DETECTOR CHECK O 12 LF 12" DI" DI WATER MAIN ASSEMBLY WITH STANDPIPE OUTSIDE 350.3 56 LF 6" DI O 1 - 12" X 6" CROSS (MJxFL) STA: 22+17.09, 30.15' RT 9 c-4.` J-4.5 310.1 1 - 12" GATE VALVE (MJxMJ) FIRE DEPARTMENT CONNECTION 2 2 - 6" GATE VALVE (MJxFL) C-4.3 29 STA: 21+30.55, 22.80' RT 7 LF 6 DI STUB WITH CAP (NORTH) 1 - FIRE HYDRANT ASSEMBLY 30 2 LF 6" DI FIRE 27 LF 6" DI (SOUTH) THRUST BLOCKING 31 POST INDICATOR VALVE STA: 21+70.33, 0.01 LT STA: 22+17.09, 38.63 RT 10 32 4 LF 6" DI FIRE PROTECT EXISTING WATER MAIN TO REMAIN. 33 SEE NOTE 44 FOR TEMPORARY CAPPING 11 EXISTING WATER MAIN ON WEST SIDE. EXISTING FIRE HYDRANT INSTALLED UNDER 34 TOPGOLF PROJECT TO BE REMOVED AND RELOCATED WITH NEW HYDRANT TEE AND VALVE 12 48 LF 12" DI WATER MAIN 35 6 LF 12" DI WATER MAIN 1 - 12" X 6" TEE (FLxFL) 1 - 1" SADDLE TAP 1 - 12" GATE VALVE (MJxFL) 36 1" WATER SERVICE PER STD. PLN.320.1 320.1 813 1 - 12" ADAPTOR (FLxMJ) 1 - 1" GATE VALVE (THREADED) 1 - 6" GATE VALVE (MJxFL) STA: 22+32.16, 0.00' RT C-4.3 THRUST BLOCKING 37 22 LF 1" TYPE K SOFT COPPER TUBING STA: 22+17.09, 0.01' LT 14 10 LF 12" DI WATER MAIN 1 - 1" IRRIGATION METER 320.1 3s STA: 22+32.23, 25.46' RT 1 - 12" x 4" TEE (MJxFL) 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 i f: 425-453-8208 www.navixeng.com /2/07/ZQ23 15 1 - 4" GATE VALVE (FLxMJ) 320.4 39 1 LF 1" TYPE K SOFT COPPER TUBING IRR W-426804 STA: 22+26.32, 0.01' LT C-4.3 is 13 LF 12" DI" DI WATER MAIN 1 - 12" GATE VALVE (MJxFL) 17 1 - 2" TAPPED REDUCING TEL (MJxFIPT) 1 - 2" GATE VALVE (THREADED) 7 LF 2" TYPE K COPPER STUB W/ CAP THRUST BLOCKING 320.3 STA: 22+46.33, 0.00' RT r 00 N O O N to O CD O N Q M J Cfl O O O N W ii IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATER UTILITY ff % EDEVELOPMENT ENGINEERING Cl) jchavez 12/20/2023 qi 12/20/2023 W 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 J GREEN/D.RIDDLE LIVAWAY HOTEL 0 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET RENTON PARK AVENUE NORTH DRAWN: ® 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET J.GREEN D.RIDDLE ONE INCH • Q 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL DATUM RENTON WA 98057 J.TAFLIN J.GREEN IF NOT ONE INCH Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY WATER PROFILES z w Q DATE: 12.07.2023 FIELDBOOK: PAGE: DRAWING NO: C-4.1 W SHEET: 23 OF. 41 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 to 1 ti N 1 I- LU Z a. V♦ LU ►� N 1 V Q O N O CV C 0 U 0 0 0 �I LLJ co cy 0 CAI i co G, i 0 a� C= 0 co WATER UTILITY GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS, THE CITY OF RENTON DEVELOPER EXTENSION AGREEMENT, AND WSDOT STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. 2. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS. 3. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 OR 811 TO VERIFY UTILITY LOCATIONS A MINIMUM OF 72 HOURS BEFORE BEGINNING EXCAVATION. 4. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED. PRODUCTS AND MATERIALS SHALL MEET THE REQUIREMENTS OF THE CITY OF RENTON WATER UTILITY APPROVED MATERIALS LIST. CUT SHEETS FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 5. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT -LINED (DOUBLE THICKNESS) DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C151 AND C104 STANDARDS. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE ENCASEMENT PER AWWA C105. 6. ALL PIPE AND FITTINGS NOT TO BE DISINFECTED IN PLACE SHALL BE SWABBED WITH 5-6% AVAILABLE CHLORINE SOLUTION PRIOR TO INSTALLATION UNDER THE OBSERVATION OF A CITY OF RENTON UTILITY INSPECTOR. 7. IN FILL AREAS, THE WATER MAIN SHALL BE INSTALLED ONLY AFTER THE TRENCH AND ROADWAY SUBGRADE MATERIALS HAVE BEEN GRADED AND COMPACTED. 8. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR SHALL PROVIDE CATCH BASIN INSERTS FOR ALL CATCH BASINS THAT WILL RECEIVE RUNOFF FROM THE PROJECT SITE. THE CONTRACTOR SHALL PERIODICALLY INSPECT THE CONDITION OF ALL INSERTS AND REPLACE AS NECESSARY. 9. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES (36") FOR PIPE DIAMETER OF 10 INCHES (10") OR LESS AND 48 INCHES (48") FOR PIPE DIAMETER OF 12 INCHES (12") AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 72 INCHES (72"). ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE REQUIRED MINIMUM VERTICAL CLEARANCE BETWEEN UTILITIES AND MINIMUM COVER. 10. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURERS SPECIFICATION FOR SIZE OF PIPE USED. 11. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT (95%) MAXIMUM DRY DENSITY (MDD) AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT (85%) MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 PERCENT (95%) MDD. 12. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED, AND POURED INTO PLACE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLANS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS AND FITTINGS. JOINT RESTRAINTS MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 13. MINIMUM CLEARANCE BETWEEN CONCRETE BLOCKING AND OTHER BURIED UTILITIES OR STRUCTURES SHALL BE 5 FEET (5). 14. ALL NEW SERVICES SHALL BE MINIMUM 1-INCH IN PER CITY OF RENTON STANDARD PLANS. ADAPTERS FOR 3/4-INCH BY 5/8-INCH (3/4" X 5/3") METERS SHALL BE USED WHERE APPLICABLE. 15. PRIVATELY OWNED AND OPERATED PRESSURE REDUCING VALVES ARE REQUIRED BY THE UNIFORM PLUMBING CODE WHERE THE STATIC SERVICE PRESSURE EXCEEDS 80 PSI. 16. WHERE A NEW UTILITY LINE CROSSES BELOW AN EXISTING ASBESTOS CEMENT MAIN, THE ASBESTOS CEMENT PIPE SHALL BE REPLACED WITH POLYWRAPPED DUCTILE IRON PIPE TO 3 FEET (3') PAST EACH SIDE OF THE TRENCH AS SHOWN ON CITY OF RENTON STANDARD PLAN 330.6. WHEN WORKING WITH ASBESTOS CEMENT PIPE, THE CONTRACTOR IS REQUIRED TO MAINTAIN WORKERS' EXPOSURE TO ASBESTOS MATERIAL AT OR BELOW THE LIMIT PRESCRIBED IN WAC 296-62-07705. 17. WHERE WATER MAIN CROSSES SANITARY SEWER OR STORM DRAIN PIPE, ONE FULL LENGTH OF WATER PIPE SHALL BE CENTERED FOR MAXIMUM JOINT SEPARATION. 18. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL BE FLUSHED AND CLEANED VIA FOAM POLYPIG PRIOR TO DISINFECTION, AND TESTING. CLEANING, HYDROSTATIC TESTING, AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL, AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT/BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN AND THE EXISTING SYSTEM UNTIL THE NEW PIPING HAS BEEN POLYPIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH HYDROSTATIC AND PURITY TESTING. 19. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY A CITY OF RENTON UTILITY INSPECTOR. 20. AFTER DISINFECTING THE WATER MAIN, DISPOSE OF CHLORINATED WATER BY DISCHARGING TO THE NEAREST OPERATING SANITARY SEWER. 21. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY A MINIMUM OF TEN (10) WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. WATER MAIN SHUT OFFS SHALL NOT BE SCHEDULED TO OCCUR ON FRIDAYS, CITY HOLIDAYS, NOR ON THE FIVE DAYS BEFORE NOR ONE DAY AFTER A CITY HOLIDAY, UNLESS APPROVED BY THE CITY OF RENTON WATER UTILITY. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTERS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. 22. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. 23. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND DEBRIS FROM PAVEMENT AREAS AS DIRECTED BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE PERMITTED WITHOUT PRIOR CITY APPROVAL. 24. TRENCH BACKFILL AND SURFACE RESTORATION OF EXISTING ASPHALT PAVEMENT SHALL BE AS REQUIRED BY THE RIGHT-OF-WAY USE PERMIT. 25. WHEN WORK IS TO OCCUR IN EASEMENTS, THE CONTRACTOR SHALL NOTIFY THE EASEMENT GRANTOR AND THE CITY OF RENTON WATER UTILITY IN WRITING A MINIMUM OF 48 HOURS IN ADVANCE OF BEGINNING WORK (NOT INCLUDING WEEKENDS OR HOLIDAYS). FAILURE TO NOTIFY GRANTOR AND THE CITY OF RENTON WATER UTILITY WILL RESULT IN A STOP WORK ORDER BEING POSTED UNTIL THE MATTER IS RESOLVED TO THE SATISFACTION OF THE CITY OF RENTON WATER UTILITY. A WRITTEN RELEASE FROM THE EASEMENT GRANTOR SHALL BE FURNISHED TO THE CITY OF RENTON UTILITY INSPECTOR PRIOR TO PERMIT SIGN -OFF. 26. THE CONTRACTOR SHALL RESTORE THE RIGHT-OF-WAY AND EXISTING PUBLIC UTILITY EASEMENTS AFTER CONSTRUCTION TO A CONDITION EQUAL OR BETTER THAN CONDITION PRIOR TO ENTRY. THE CONTRACTOR SHALL FURNISH A SIGNED RELEASE FROM ALL AFFECTED PROPERTY OWNERS AFTER RESTORATION HAS BEEN COMPLETED. 27. MANHOLES, CATCH BASINS, AND VAULTS ARE CONSIDERED TO BE PERMIT -REQUIRED CONFINED SPACES. ENTRY INTO THESE AND ANY OTHER CONFINED SPACES SHALL BE IN ACCORDANCE WITH CHAPTER 296-809 WAC. TESTING CONNECTION TESTING CONNECTION ELEVATION EXISTING WATER MAIN - POLYPIG STATION PER STD PLAN 300.7 (1) VERTICAL CROSS (M1xFL) (1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG (1) BLIND FLANGE ON BOTTOM (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH TEMPORARY THRUST BLOCKING 8'+_ a �/ � o0o NEW DI WATER MAIN �� TEMPORARY BLOCKING CONNECTION TO EXISTING MAIN (BY CITY FORCES) (1) TEE (FLxFL) POLYPIG STATION PER STD PLAN 300.7 (1) VERTICAL CROSS (MJxFL) (1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG (1) BLIND FLANGE ON BOTTOM (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH TEMPORARY THRUST BLOCKING 101± � �1EXISTING WATER MAIN ������o�a NEW DI WATER MAINVA TEMPORARY BLOCKING�% EXISTING TEE, CAP, PLUG, OR DEAD END LINE, DO NOT DISTURB BLOCKING\ �\ CONCRETE BLOCKING �\\ \ PER STD PLAN 330.1 NEW /\\ v v � < WATER MAIN v - v. ° MAIN ° //\ SUPPORT ° v BLOCKS '` v. SPOOLS (2) LONG BODY DI SLEEVES (MJ) OR COUPLING ADAPTERS (ROMAC 501 OR EQUAL) /\/�\�/�\�/��/�\�/�\�/�\/�/�\ \%/\/\/\/\/\/�\�/�/�\�/��//�\�/�\/�/�\%/�<• (2) 16" BUTTERFLY VALVES (FLxMJ) COMPACTED BEDDING GRAVEL (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY PER SECTION 9-03.12(3) OF THE WITH CONCRETE THRUST BLOCKING PER STD PLAN 330.1 (1) 12" GATE VALVE (FLxMJ) WSDOT STANDARD SPECIFICATIONS FINAL CONNECTION FINAL CONNECTION UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING, UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING, AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING AND TEMPORARY BLOW -OFF ASSEMBLIES AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING AND TEMPORARY BLOW -OFF ASSEMBLIES NOTES: FINAL CONNECTION (BY CITY FORCES) 0 (2) DI SPOOLS FINAL CONNECTION (BY CITY FORCES) (1) DI SPOOL 1. WET TAPPING OF EXISTING WATER MAINS SHALL BE PERFORMED BY A CITY APPROVED WET TAP CONTRACTOR (SPEER TAPS, INC., LEGACY TAPPING, INC. OR OTHER FIRM APPROVED BY CITY ENGINEER). (1) LONG BODY DI SLEEVE (MJ) (1) LONG BODY DI SLEEVE (MJ) 2. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING WATER MAIN AND SHALL LAY THE NEW WATER MAIN TO MATCH. n ® nn 4 o NEW DI WATER MAIN 11c oOo NEW DI WATER MAIN 3. TAPPING TEE SHALL BE STAINLESS STEEL OR STEEL WITH FULL CIRCLE SEAL WITH CORTEN OR STAINLESS STEEL NUTS AND BOLTS. 4. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAPPING OR ASSEMBLY SEALS SHALL BE TESTED VIA AIR PRESSURE AFTER THE n TAPPING SLEEVE IS INSTALLED TO THE MAIN AND THE TAPPING VALVE IS INSTALLED. 5. TAPPING TEES MAY BE SIZE -ON -SIZE, PROVIDED THE SHELL CUTTER DIAMETER IS AT LEAST 2" SMALLER THAN THE EXISTING MAIN 0 NOTES: NOTES: DIAMETER. 6. TAPPING TEES SHALL NOT BE INSTALLED ON STEEL OR ASBESTOS CEMENT WATER MAINS. 1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CITY FORCES AS 1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CITY FORCES AS SPECIFIED IN SECTION 5-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION SPECIFIED IN SECTION 5-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION STANDARDS STANDARDS 2. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM DI TO Cl PIPE WITH 2. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM DI TO Cl PIPE WITH SAME OUTSIDE DIAMETER SAME OUTSIDE DIAMETER 3. COUPLING ADAPTORS FOR CONNECTION FROM DI TO Cl PIPE WITH DIFFERENT O.D. AND 3. LONG BARREL COUPLING FOR CONNECTION FROM DI TO Cl PIPE WITH DIFFERENT O.D. AND FROM DI TO AC OR TO STEEL PIPE FROM DI TO AC OR TO STEEL PIPE STD. PLAN - 300.3 STD. PLAN - 300.4 STD. PLAN - 300.6 .� PUBLIC WORKS CONNECTION TO WATER MAIN APPROVED: DEPARTMENT CUT -IN TEE AND THREE VALVES -�� s/za/zo23 PUBLIC WORKS CONNECTION TO WATER MAIN APPROVED: DEPARTMENT EXISTING TEE OR END LINE CAP I,u�{�� 6/28/2023 % .} PUBLIC WORKS DEPARTMENT TAPPING TEE APPROVED: �� 6/28/2023 a DATE uv,mM DATE uv,m�a DATE%00aa" WATER UTILITY NOTES AND SPECIFICATIONS 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT 425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. 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. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/ 1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/ AWWA C110/ A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/ AWWA C104/ 421/ 4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE ( 3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/ AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/ A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/ AWWA SECTION 10-4.3 OF ANSI/AWWA C110/ A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING ( M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE ( LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/ OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/ INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE 5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. * 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 i f: 425-453-8208 www.navixeng.com 12/07/2Q23 W-426805 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATER UTILITY DEVELOPMENT ENGINEERING Ul ' jchavez 12/20/2023 yqi 12/20/2023 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: SCALE: WEST77 PARTNERS Z.NALL VERTICAL: NAVD ,sea 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET HORIZONTAL: NAD 1983/1991 CITY OF U#W 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 DRAWN RENTON PARK AVENUE NORTH J.GREEN D.RIDDLE ONE INCH DATUM1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL SCALE RENTON WA 98057 J.TAFLIN J.GREEN IF NOT ONE INCH Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY WATER DETAILS DATE: 12.07.2023 FIELDBOOK: PAGE: C-4.2 SHEET. 24 OF. 41 L J W W O O O 1 N Q J L0 W M O O 1 N N W ii OC LU Z F_ Q IL ti F_ W i SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. r O 00 N O O M N •i, Lo CD M O O O N N W OC W Z H DC a CL ti ti F- U) uJ SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. V♦ W z I- Q a cn W Poo G= Oy V ^�I n LLJ Cn C3 0 N Cn co / 0 / 0 / m 1114° AND 2212 ° BENDS PIPE CLAMP AND ANCHORROD °L L A A -� 45° BEND rPIPE CLAMP AND ANCHOR ROD MINIMUM DIMENSIONS PIPE SIZE BEND VOLUME ICE) A D L 111/4* 8 2.0' 3/a' 1.5' 4" 22 Yz° 11 2.2' Ya" 2.0' 45° 30 3.1' 6" 111/4 11 2.2' %11 2.0' 22 Yz 25 2.9' 45° 1 68 4.1' 8" it%* 16 2.5' %11 2.0' 22 Yz 47 3.6' 45° 123 5.0' 12" it Ya 32 3.2' 2.0' 22 Yz 88 45° 232 111/4' 70 4.1' 1" 3.0' 16" 22 %2 184 5.7' 11/8' 4.0' 45° 478 7.8' 20" it YY4* 91 4.5' 1 Y4' 3.0' 22 YYz 225 6.1' 4.0' 45° 560 8.2' it YQ 128 5.0' 1 Y4" 3.5' 24" 22 Yz° 320 6.8' 13/8' 4.5' 45° 820 9.4' * D = ANCHOR ROD DIAMETER NOTES: 1. CONCRETE BLOCKING SIZES BASED ON 200 PSI HYDROSTATIC PRESSURE AND 3,000 PSI CONCRETE. 2. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. 3. PIPE CLAMPS AND ANCHOR RODS SHALL BE INSTALLED PER STD PLAN 330.4. 4. FITTINGS SHALL BE POLYWRAPPED AFTER INSTALLATION OF PIPE CLAMPS AND ANCHOR RODS PRIOR TO POURING CONCRETE BLOCKING. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL TRENCHING WITHIN 100' OF VERTICAL BEND IS BACKFILLED AND COMPACTED TO MINIMUM 3' COVER. 6. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS. 0 PUBLIC WORKS DEPARTMENT MAX 60' - NOTES: 1. SHACKLE RODS SHALL BE USED AS A JOINT RESTRAINT SYSTEM WHERE INDICATED IN THE PLANS OR SPECIFICATIONS OR WHERE OTHERWISE REQUIRED BY THE ENGINEER. 2. INSTALL THE JOINT RESTRAINT SYSTEM IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS TO ENSURE ALL JOINTS ARE MECHANICALLY LOCKED TOGETHER. 3. EYE BOLTS SHALL BE INSTALLED TO PULL AGAINST THE MJ BODY AND NOT THE MJ FOLLOWER. TORQUE NUTS AT 75-90 FT -LB. 4. INSTALL RODS AT EQUAL THREAD DEPTH INTO COUPLING NUTS. ARRANGE RODS SYMMETRICALLY AROUND THE PIPE. 5. WHERE A MJ VALVE OR FITTING IS SUPPLIED WITH SLOTS FOR "T" BOLTS INSTEAD OF HOLES, AN ADAPTER (FLXMJ) SHALL BE USED TO PROVIDE ADEQUATE SPACE FOR TIE BOLT INSTALLATION. 6. NO RUN OF RESTRAINED PIPE SHALL BE GREATER THAN 60' IN LENGTH BETWEEN FITTINGS. INSTALL LONG BODY SLEEVES WHERE A CONTINUOUS RUN OF PIPE GREATER THAN 60' IS REQUIRED TO BE RESTRAINED. 7. CONTINUOUSLY RESTRAINED RUNS SHALL USE Ml PIPE WITH EYE BOLTS INSTALLED AS ROD GUIDES AT EACH JOINT. MATERIALS 3/4" ALL -THREAD ROD, ASTM A242 CORTEN OR STAINLESS STEEL, SIZE AS FOLLOWS: MAIN DIAMETER NUMBER OF RODS 4", 6" 2 8", 10", 12" 4 16", 18" 8 20" 10 OB EYE BOLT 3/4" 90° EYE BOLT, CORTEN, WITH EYE TO ACCOMMODATE 3/4" ROD, ROMAC OR EQUAL OC COUPLING NUT 3/4" FULL HEX COUPLING NUT WITH CENTER STOP, ASTM A563 GRADE OR STAINLESS STEEL OD WASHER 3/4" ROUND FLAT STRUCTURAL WASHER, CORTEN OR STAINLESS STEEL 316SS OE NUT 3/4" HEAVY HEX NUT, ASTM A563 GRADE C3 OR STAINLESS STEEL 316SS STD. PLAN - 330.2 CONCRETE BLOCKING APPROVED: ..•.a PUBLIC WORKS FOR VERTICAL FITTINGS 6/28/2023 DEPARTMENT vaeucw°na-mlmaw DATE FLOW DUCTILE IRON PIPE (FL N PE) 13 UTILITY VAULT CO. VAULT FLOW 36" MIN. LENGTH OR APPROVED EQUAL -I i- 24" MIN. `�� n THRUST BLOCK (TYP.) 4" THICK CONCRETE SPLASH BLOCK //-L THRUST RESTRAINT COLLAR FOR - IN -LINE PRV OPTION. SEE DETAIL. PRV VAULT - PLAN VIEW BEEHIVE STRAINER 2.. 11 13 UTILITY VAULT CO. VAULT QOR APPROVED EQUAL 12"` 13 UTILITY VAULT CO. VAULT OR APPROVED EQUAL 4 _ T GALVANIZED 11 STEEL 36" FOR PIPES lo" & 1 12 g _ � 11 LADDER SMALLER, 48" 7 6 FOR PIPES 12" Y 2 9 g & LARGER FLOW 10 \ 12" IN UNDISTURBED SOIL INSTALL NON -SHRINK EPDXY GROUT THRUST RESTRAINT COLLAR FOR IN -LINE PRV OPTION. SEE DETAIL F 4" FINISH GRADE LOW 2" TYP. 1 / 12" MIN J 6" 0 S.D. PRV VAULT -ELEVATION ALL PIPING AND PRV ASSEMBLY INSIDE THE VAULT WILL BE SUPPLIED AND INSTALLED BY CITY FORCES CONTRACTOR TO INSTALL 10"DI SPOOL, 10" FCA'S, AND PIPE SUPPORTS - SEE DETAIL 1 ON SHEET C4.5 NOTE: ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOLTED TO FLOOR. SUBMERSIBLE PUMP 12VDC WARREN-RUPP SPA 1-1/2 E WHERE STROM DRAIN IS ABOVE FLOOR ELEVATION OF PRV VAULT. PLAN FOR ELECTRICAL CONDUIT SHALL BE SUBMITTED FOR SPECIFIC USAGE. CONNECTION TO STORM PIPE WITH CATCH BASIN OR MANHOLE PRV VAULT - SECTION INLET & PREV SIZE AUZILLARY TEE ISOLATION DATE D.I. PIPE CL 52 GATE VALVE, UNION, TEE & PRESSURE UILITY VAULT CO. UTIUTY VAULT CO. . (IN) PREY SIZE (R,ELd VALVE (ILx ) O (FL x PE) BEND SIZE (IN) RELIEF VALVE VAULT MODEL NO. VAULT COVER (OTT) PIPE SIZE PIPE ( ) SIZE (IN) ADMTOR IOUP LING 1_010 H (IN) SZE (IN) (OR APPROVED EQUAL) 00� EL�nE.(0) T (�) © (D © (D10 11 1© 1© 14 6 6 1-1/2 6.4 6 36 1-1/2 (SE) 1-1/2 (SE) 5106-LA 3-332P 8 8 2 8.4 8 24 2 (SE) 2 (SE) 5106-1-A 3-332P 10 10 2-1/2 10.6 10 24 2-1/2 (SE) 2-1/Z (SE) 612-LA 3-332P 12 12 3 12.6 12 16 3 (SE) 3 (SE) 612-LA 3-332P 14 14 4 14x4 14 24 4 NO U ION 4 (R) 814-LA 3-332P 16 16 4 16.4 16 18 4 (NO U ION) 4 (FL) 814-LA 3-332P STD. PLAN - 340.6 PUBLIC WORKS PRESSURE REDUCING STATION DEPARTMENT IN -VAULT STANDARD �NSo� MARCH 2O10 W Z I I � LLJ � lo �� _ a - CD 00�0 6" MIN - 3" (MIN.) SHACKLE ROD JOINT RESTRAINT SYSTEM DIRECTION OF FLOW 6"MIN.(TYP.) STD. PLAN - 330.5 UNION (TYP.) DATE TO CITY METER STACKED METER SECTION\-6" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. n PUBLIC WORKS �'a" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8 + ' DEPARTMENT ASSEMBLY FOR IRRIGATION OR RESIDENTIAL FIRE SPRINKLER MARCH 2O10 VALVE BOX AND LID SECTION A -A C 8" TO 12" 12 �I MATERIALS VALVE OPERATING NUT EXTENSION -7 2" SQUARE OPERATING NUT MAIN[LENG 41/4" DIAMETER Y8" MIN THICKNESS ETER STEEL, AS REQUIRED / MIN THICKNESS i 21/4" INSIDE MEASUREMENT 2 Y4" DEPTH NOTES: 1. EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN 3' BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF 1' LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. 2. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, WITH ANTICORROSION COATING CONFORMING TO AWWA C210 VALVE MARKER POST TWO-PIECE VALVE BOX WITH REGULAR OA VALVE BOX BASE SECTION TO FIT AND STANDARD 8" 34" TOP SECTION, OLYMPIC FOUNDRY INC 940 OR RICH #045 (NON -LOCKING) 3" E MIN COVER TO MATCH VALVE BOX C VALVE BOX LID MANUFACTURER, TO READ "WATER", 62" WITH EARS IN DIRECTION OF WATER \\ MAIN 8" THICK HMA FOR VALVE IN PAVED 24 /` OC HMA COLLAR AREA OR TxTx6" CONCRETE PAD IN UNPAVED AREA OOPERATING SEE DETAIL, THIS SHEET NUT EXTENSION WHITE MARKER POST WITH ANCHOR BARB AND BLUE LABEL TO READ OE MARKER POST "WATER", CARSONITE UTILITY MARKER NOTES: CRM3-066-08 OR EQUAL 1. VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS. 2. DISTANCE TO VALVE SHALL BE NEATLY STENCILED ON THE POST WITH 2" NUMERALS. VALVE BOX STD. PLAN - 330.7 • PUBLIC WORKS APPROVED: DEPARTMENT OPERATING NUT EXTENSION, OLI�j s/z8/zc AND MARKER POST °un.w.,h"': uam.,m..,.- DATE PLAN ---- ------------- I I L z C 7- p MIN 7 a 4 F a ° I I I � 0 CD ° 12" a MIN ----I---------A --,-- < MIN •} PUBLIC WORKS DEPARTMENT ELEVATION 3" TO 10" DCDA VAULT INSTALLATION FIRE SPRINKLER SYSTEMS STD. PLAN - 350.3 Sht. 1 of 2 DATE 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 HORIZONTAL: NAD 1983/1991 DESIGNED: 0 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET DRAWN: N/D.RIDDLE DRAWN: ® 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET J.GREEN D.RIDDLE Q 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: ONE INCH DATUM J.AT FULL S TAFLIN J.GREEN IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY J. TAFLI N PLAN WATER MAIN a E a � G j � a 4 /Ii. E D C A O� 8 C D\ PROFILE MATERIALS G PLUG OR CAP MAIN LINE PLUG OR CAP WITH 2' TAP (FIPT) O PIPE 2" CLOSE NIPPLE O BEND 2" 90° BRASS BEND (FIPTxFIPT) OD PIPE 2" BRASS OR BRONZE NIPPLE, LENGTH TO FIT 2" GATE VALVE (FIPTxFIPT) WITH SQUARE OPERATING NUT AND VALVE OPERATING NUT EXTENSION AS OE GATE VALVE REQUIRED PER STD PLAN 330.1 OF VALVE BOX AND LID VALVE BOX AND LID PER STD PLAN 330.8 CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO CAP, BLOCK SHALL BE POURED AGAINST OG BLOCKING UNDISTURBED EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS. STD. PLAN - 340.2 PUBLIC WORKS %.j�J11 2" BLOW -OFF ASSEMBLY APPROVED: �I� DEPARTMENT (TEMPORARY) U �� 6/28/2( o.,w. wenam,.....,... DATE NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 f: 425-453-8208 www.navixeng.com /2/07/ZQ23 W-426807 r MO W O O M N 1 L J W W O O O O 1 M N Q M J Ln w M O O O 1 N N W IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATER UTILITY % TA411I DEVELOPMENT ENGINEERING A J (n jchavez 12/20/2023 ' yqi 12/20/2023 W Z H OC Q DATE: WEST77 PARTNERS 12.07.2023 CITY OF L I VAWAY HOTEL FIELDBOOK: RENTON PAGEI • PARK AVENUE NORTH DRAWING N0. LU Planning/Building/Public Works Dept. RENTON, WA 98057 C-4.4 W WATER DETAILS SHEET: 26 OF: 41 SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. T" O 0o N O O M N LAI Lo w M O O O N N W :1 OC W Z H OC Q CL ti ti H U) W