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Home My WebLink AboutzR-4280setI-1 00 0 HAZEN HIGH SCHOOL ui SITE WORK FOR PORTABLE CLASSROOM 2023 CIVIL RECORD DRAWINGS PROJECT INFORMATION CONTACTS VIDNITY MAP PROJECT SUMMARY BUILDING SETBACKS REQUIRED BY CODE OWNER LOCATION INSTALL FOUR DOUBLE CLASSROOM PORTABLES. WORK INCLUDES BUT IS NOT LIMITED TO RAMPS, STAIRS, ELECTRICAL SYSTEMS AND RELATED SITE WORK. ALL ANALYSIS IS BASED ON THE SUBJECT PARCEL SITE AREA AREA (SUBJECT PARCEL) 178,596 SF SQUARE FOOTAGE OF EACH BUILDING AND/OR USE BLD—A BLD—B BLD—C BLD—D BLD-1 (EXISTING) BLD-4 (EXISTING) 1, 792 SF SINGLE STORY 1, 792 SF SINGLE STORY 1,792 SF SINGLE STORY 1, 792 SF SINGLE STORY (60,782 SF TWO STORY ( (23, 395 SF TWO STORY ( * ALL BUILDINGS ARE EDUCATIONAL USE TOTAL SQUARE FOOTAGE OF ALL BUILDINGS (FOOTPRINT) BLD—A BLD—B BLD—C BLD—D BLD-1 (EXISTING) BLD-4 (EXISTING) TOTAL PERCENT OF LOT COVERAGE 1, 792 SF 1, 792 SF 1, 792 SF 1, 792 SF (30, 391 SF (23.395 SF 60,954 SF PERCENT = 30.11 (53,786 SF / 178,596 SF) SQUARE FOOTAGE (EXISTING) OF ALL LANDSCAPING 34, 774 SF ALLOWABLE & PROPOSED BUILDING HEIGHTS ALLOWABLE BUILDING HEIGHT PROPOSED BUILDING HEIGHT 24 FEET (WALL PLATE) 16 FEET (TOP OF RIDGE) = JACOBSON CONSULTING ENGINEERS FRONT YARD SIDE YARD REAR YARD PROPOSED BUILDING SETBACKS FRONT YARD SIDE YARD REAR YARD PARKING ANAL PSIS REQUIRED PARKING 20 FEET 5 FEET 25 FEET 269 FEET 67 FEET 223 FEET REQ COUNT REQ 1 PER EMPLOYEE 155 155 1 PER 10 STUDENTS 1, 694 170 TOTAL 325 * COUNTS INCLUDE ADDITIONAL STAFF & STUDENTS (E) PARKING STALL STATUS GENERAL ACCESSIBLE VAN ACCESSIBLE TOTAL REMOVED STALLS GENERAL ACCESSIBLE VAN ACCESSIBLE TOTAL REVISED PARKING STALL COUNT GENERAL ACCESSIBLE VAN ACCESSIBLE TOTAL BIKE RACKS REQUIRED EXISTING ADDED TOTAL REFUSE & RECYCLE REFUSE RECYCLE 446 3 16 465 51 0 0 51 395 3 16 414 3, (325 x 0.10 = 32.5) 16 18 34 30 CY DUMPSTER 30 CY DUMPSTER * SCREENED ON EAST SIDE BY EXISTING LANDSCAPING COP 1 CIVIL PERMIT SUBMITTAL ..� CIVIL PERMIT RESUBMITTAL w� CITY AS -BUILT REVIEW 43667 CITY AS -BUILT REVIEW RESUBMITTAL ISTOL NO. REVISION RENTON SCHOOL DISTRICT NO. 403 7812 S 124774 STREET SEA TILE, WA. 98178 CONTACT MIKE CA TO TELEPHONE: 425.204.4473 EMAIL: michael. catogren tonschools. us ARCHITECT GREENE—GASA WA Y ARCHI TECTS PO BOX 4158 FEDERAL WA Y, WA 98063-4158 CON TACT.• CAL WN GA SA WA Y TELEPHONE: (253) 941-4937 EMAIL: cal vin ®greenegasaway. com Cl urn JACOBSON CONSULTING ENGINEERS 815 1ST AVE S #288 SEA TILE, WA 98104 CONTACT ALAN JACOBSON TELEPHONE: 206.399.6233 EMAIL: alon®jacobsonengineers.com WAW#Y�ll�a SCJ ALLIANCE 8730 TALLEN LANE NE SUITE 200 LACEY, WA 98516 CONTACT JEFF GLANDER TELEPHONE: 36 0.951.5136 EMAIL: jeff. glander0scjalliance. com ELECTRICAL METRIX ENGINEERS 227 WILLIAMS A VE S RENTON, WA 98057 CONTACT BEN PREHODA TELEPHONE: 425.336.2822 EMAIL: benp@metrixeng.com PORTABLE CLASSROOM ARIES BUILDING SYSTEMS 4122 FACTORIA BL VD STE 402 BELLEVUE, WA 98006 CONTACT STEVE YAN77ER TELEPHONE: 253.355.9830 EMAIL: syan tzer0ariesbuildings. com RAMPSISTAIRSILANDINGS WELCOME RAMP SYSTEMS 3902 B ST NW SUITE B AUBURN, WA 98001 CONTACT SVEN BJERKHOEL TELEPHONE. 303. 514. 7836 EMAIL: s.bjerkhoel®welcomerampsystems.com /22/23 SURVEYED: 9/12/23 DESIGNED: SSE 1/30/23 8/12/2 DRAWN: DJD 0/17/25 CHECKED: SSE BY DATE APPR APPROVED: JAJ SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM / /U/ MUWU/HM AVt Nt I I vvLv I RENTON, WA 98059 SITE NDEX ARCHITECTURAL A001 GENERAL INFORMA TION A002 GENERAL INFORMA TION CIVIL C100 DEMOLITION PLAN C200 GRADING & PAVING PLAN C300 HORIZONTAL CONTROL PLAN C400 UTILITY & DRAINAGE PLAN C500 FIRE PLAN C510 SITE DETAILS CIT Y OF RENTON Planning/Building/Public Works Dept. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY MOECO, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN AUGUST 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. R-428001 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: HAZEN HIGH SCHOOL 10/18/25 PAGE: SITEWORK FOR PORTABLE CLASSROOMS DRAWING NO: GENERAL INFORMATION A001 SHEET: 1 OR OF 9 PERMIT/PRICING REVIEW SET c'7 00 O O co N , u 00 co CD CD 0 N cc oil H • H co co Q J o o p � ABBREVIATIONS L a � R ANGLE AT CENTERLINE pL,q TF FG FT HT LB FINISH GRADE FEET HEIGHT POUND GENERAL 1. 2, REQUIREMENTS REVIEW (E) COND1770NS PRIOR TO SUBMlT71NG BID. ACCEPT THEM ",4S-lS". ALL WORK SHALL COMPLY W/ CURRENT ED1770NS OF APPLICABLE CODES EXISTING 1. 2 CONDITIONS THE DRAWINGS CONTAIN REFERENCES TO EXIS77NG CONDIAONS THE BUILDING IS NOT LEVEL, SQUARE OR PLUMB. CONTRACTOR SHALL REVIEW EXIS77NG COND1710NS PRIOR TO SUBMlT7ING ABID. co o co U NUMBER -INCH LOC LOCATION J. PROVIDE ALL WORK COMPLETE AND OPERA170NAL. LT LIGHT J. SUBMITTING A BID INDICATES CONTRACTORS #' NUMBER -FOOT 4• DO NOT SCALE DRAN9NGS. ACCEPTANCE OF THE EXIS77NG CONDITIONS AND 0 DIAMETER MAX MAXIMUM AGREEMENT TO PROVIDE WORK W1774lN THE CONDITIONS MIN MINIMUM 5. BRING CONFLICTS, OMISSIONS AND INCONSISTENCIES FOUND PROVIDED. � ACP ASPHALT CONCRETE IN CONTRACT DOCUMENTS TO ATTENAON OF ARCHITECT o PAVEMENT NO NUMBER IMMEDIATELY. REFER TO GENERAL CONDITIONS FOR OC ON CENTER ADD1710NAL REQUIREMENTS o ALUM ALUMINUM p PORTABLE EXISTING UT�UT�ES BLD BUILDING 6. PROVIDE NEW MATERIALS &EQUIPMENT UNLESS OINERWISE <'� N PAR PARCEL NOTED. cc BLT BUILT PROM PROME774EAN 1. ALL UNDERGROUND U71U77ES ARE NOT SHOWM CONTRACTOR B CATCH BASIN 7. FOLLOW MANUFACTURERS INSTALLAAON lNS7RUC710NS SHALL LOCATE ALL UNDERGROUND UAUAES PRIOR TO R RADIUS UNLESS MORE STRINGENT REQUIREMENTS ARE N07E0 OR COMMENCEMENT OF WORK. CONTACT JHE UNDERGROUND BF BARRIER FREE REQ REQUIRED REQUIRED BY CODE. LOCATION SERVICE O 1-800-424-5555 O LEAST 48 HOURS CJ CONTROL JOINT PRIOR TO COMMENCEMENT OF WORK. SD STORM DRAIN 8. FIELD VERIFY ALL (E) CONDITIONS &ROUGH OPENINGS CONIC CONCRETE SF SQUARE FEET PRIOR TO FABRICATION AND LAYOUT OF WORK. NOTIFY COR-1 CITY OF RENTON ARCHITECT OF CONFLICTS IMMEDIATELY. REVISION # TYP TYPICAL 9. NOT ALL WORK INDICATED ON PLANS, INCLUDING CUTI7NG CODES N CONST CONS7RUC710N &PATCHING CONT CON77N000S W w/ WIDE W� 10. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING 1. INTERNA AONAL BUILDING CODE (IBC), 2018 EDI AON WASHINGTON STATE AMENDMENTS WAC 51-50 o p DEMO DEMOUAON SCOPE OF ALL CUTTING, PATCHING, FlT17NG & DIM DIMENSION W8 WHITE BOARD RESTORATION WORK REQUIRED FOR INSTALLA770N & 2 /NTERNAAONAL CODE COUNCIL (ICC), 2009 ICC A117.1 <'� c� WWF WELDED WIRE FABRIC COMPLEAON OF ALL WORK. Q DN DOWN 11. COORDINATE DEMOLITION WITH NEW WORK J. lN7ERNAAONAL MECHANICAL CODE (lMC), 2018 EDIAON J OS DOWNSPOUT WASHINGTON STATE AMENDMENTS WAC 51-52 (E) EXIS77NG 12. TAKE MEASURES TO PROTECT (E) COND1770NS. 4, UNIFORM PLUMBING CODE (UPC), 2018 EDIAON WASHINGTON EA EACH 13. REPAIR DAMAGE TO (E) CONDIAONS TO LIKE OR BETTER STATE AMENDMENTS WAC 51-56 & WAC 51-57 FH FIRE HYDRANT CONDI770N THAN THOSE (E) PRIOR TO COMMENCEMENT OF 5. INTERNAAONAL FIRE CODE (lFC), 2018 EDIAON WASHINGTON FCIC FOR CALLOUTS IN ARK STATE AMENDMENTS WAC 51-44 COMMON 14. UAUTY Bc SERVICES IN7ERUP770NS SHALL OCCUR AFTER 6. NAAONAL ELECTRICAL CODE (NEC), 2018 EDIAON NORMAL BUSINESS &SHALL BE OPERA770NAL THE NEXT BUSINESS DAY. 7. ACCESSIBILITY CODE WAC 51-50 15. PROVIDE TEMPORARY MEASURES TO MAINTAIN UAUAES & 8. WASHINGTON STATE ENERGY CODE WAC 51-11, 2020 EDIAON SERVICES OPERATIONAL WHEN NECESSARY. 16. PROTECT PERSON, PROPERTY & (E) COND1770NS FROM * ALL REFERENCE CODES SHALL INCORPORATE CURRENT STATE &LOCAL AMENDMENTS INJURY &DAMAGE. 1 Z PERFORM ALL WORK EXCAVATION, BACKFILL, COMPACTION, & RESTORATION REQUIRED TO COMPLETE WORK. 18. FILL DEPRESSIONS LEFT BY REMOVAL OF STUMPS, DEBRIS, EXCAVATIONS & ALL REMOVED IMPROVEMENTS. 19. RESTORE ALL STM SWR, SAN SWR, WATER, GAS & IRRIGATION LINES ACCESSORIES & APPURTENANCES DAMAGED BY WORK. 20. PROVIDE TEMPORARY PROTECTION DEVICES TO KEEP (E) BLD & MODULAR BLD WEA THERTIGHT & WA TERTIGHT A T ALL TIMES 21. RESTORE (E) LAWNS, (E) PLANTING BEDS, AND (E) HARDSCAPE AFFECTED BY WORK TO MATCH COND1 TIONS (E) PRIOR TO START OF WORK 22. REPAIR (E) IRRIGATION SYSTEM AFFECTED BY WORK CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY MOECO, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN AUGUST 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. R-428002 IN COMPLIANCE WITH CITY OF RENTON STANDARDS �il ov1 SURVEYED: SCALE: HAZEN HIGH SCHOOL DATEI o 8 z5 COP-1 /22/23 ��,�: NAVE) 1988 �� CIVIL PERMIT SUBMITTAL /12/23 1"=10' HORIZONTAL: NAD 1983/1991 F CITY OF / / DESIGNED: FIELDBOOK: CIVIL PERMIT RESUBMITTAL 1/30/23 SSE RENTON PAGE: �C CITY AS -BUILT REVIEW 8/12/2 DRAW DJD ONE INCH SITEWORK FOR PORTABLE CLASSROOMS DRAWING N0: i�, IS-Fi �� CITY AS -BUILT REVIEW RESUBMITTAL 0/17/25 CHECKED: AT FULL SCALE DATUM GENERAL INFORMATIONA002 �CJACOBSON ��NAL �� APPROVED: SIF NOT ONE INCH CALE ACCORDINGLY Planning/Building/Public Works Dept. SHEEP: OF: CONSULTING ENGINEERS 10/I7/25 NO. REVISION BY DATE APPR JAJ 2 OF 9 PERMIT/PRICING REVIEW SET C'7 00 Nt O O CM N A u C'7 CV rr n H H C'7 N Q J PERMIT/PRICING REVIEW SET C'7 00 Nt O O CM N A u C'7 CV rr n H H C'7 N Q J PERMIT/PRICING REVIEW SET C'7 00 C) C) CM N Al u 00 (9 C) C) C) C) N rr lei H • H C'7 CV Q J PERMIT/PRICING REVIEW SET C'7 00 C) C) CM N Al u 00 (9 C) C) C) C) N rr lei H • H C'7 CV Q J PERMIT/PRICING REVIEW SET C'7 00 C) C) CM N Al u 00 (9 C) C) C) C) N rr lei H • H C'7 CV Q J PERMIT/PRICING REVIEW SET DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 C) W I C) I W I- 5" MAX. DRAINAGE GRATE TRIM GRATE FRAME _ C_ OVERFLOW BYPASS a BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS Ld ar FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) m Q � I OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4, SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 216.30 � PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 v„a¢wo,k. adm�m,o-,m, DATE NTS Catch Basin Insert DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 18T AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20, PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1 ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS OTHFRWISF NOTED, DRAWING IS NOTTO SCALE (NTS) AlOwu STD. PLAN - 268.00 4-`: PUBLIC WORKS EROSION AND SEDIMENT CONTROL PPR D STANDARD PLAN NOTES : "> DEPARTMENT GAZ 9/28/2018 1 v„dewo.x. ndmu,�:v,ro, DATE :45 AP :45 AN NTS a Erosion and Sediment Control Standard Plan Notes 5 W -I JACOBSON CONSULTING ENGINEERS NTS N(:ot Used NTS (:A. Not Used JAB o F "AS 4.t 1 COP-1 /22/23 SURVEYED: CIVIL PERMIT SUBMITTAL /12/23 CIVIL PERMIT RESUBMITTAL 1/30/23 DESIGNED: SSE /, �C CITY AS -BUILT REVIEW 8/12/2 DRAWN` DJ D 43667 CITY AS -BUILT REVIEW RESUBMITTAL 0/17/25 CHECKED: �s��g� ��' �I�NAL E� SSE NO. REVISION BY DATE APPR APPROVED: In /I� /75 JAJ SCALE: 11'=10, ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NTS NTS Not Used-(:3 ) Not Used ASPHALT CONCRETE HMA CLASS 1/2" (3" MIN) REPLACEMENT PATCH TO BE 1" THICKER THAN PREVIOUSLY EXISTED COMPACTED CRUSHED FINAL JOIN MUST SURFACING TOP COURSE SEAL JOINT WITH COUNTY APPROVED BE SAW CUT (TYP) SEALANT ] � � EXISTING 1" BELOW EXIST 12" MIN �o� �� o� �o� ASPHALT APPLY ASPHALT TACK COAT AT ALL JOINTS (TYP) SEE STANDARD PIPE TRENCH DETAIL CRUSHED SURFACING BASE COURSE CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY MOECO, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN AUGUST 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. NTS n (: Asphalt patch a W-428003 R-428008 IN COMPLIANCE WITH CITY OF RENTON STANDARDS NTS 7 Not Used VERTICAL: NAVD 1988 . DATE: HORIZONTAL: NAD 1983/1991 CITY OF HAZEN HIGH SCHOOL 1OOK: 5 F� T FIELDBOOK: RENTON PAGE: DATUM SITEWORK FOR PORTABLE CLASSROOMS DRAWING NO: Planning/Building/Public Works Dept. SITE DETAILS C51 0 SHEEP: OF: 8 OF 9 *, u 00 CD O O I It '11 PERMIT/PRICING REVIEW SET 0 00 N I I W I - Co W N :N7 VI 2 c N O x 0 Cn N N ON I 0) (7 m a N > a m v t i & w Q Z i METERED BACKFLOW ASSEMBLY (TO BE OBTAINED FROM CITY) (1) 2'2" CONTROL VALVE (1) CONSTRUCTION METER (1) RPBA METER SUPPORT (BY CONTRACTOR) i 1` NSF 61 SUPPLY HOSE HYDRANT ON EXISTING WATER MAIN DI WATER MAIN TEMPORARY BLOW -OFF ASSEMBLY (1) 2" GALVANIZED PIPE (1) 2" 90° BEND (1) 2" GATE VALVE TEMPORARY BLOCKING POLYPIG STATION (1) VERTICAL CROSS (MJxFL), SIZE TO MATCH WATER MAIN (1) BLIND FLANGE WITH 2" TAP ON TOP OF CROSS (1) TEMPORARY BLOW -OFF ASSEMBLY (1) BLIND FLANGE ON BOTTOM OF CROSS (1) PLUG (MJ) ON END OF CROSS WITH TEMPORARY THRUST BLOCKING NOTES: 1. THE BACKFLOW PREVENTION ASSEMBLY AND SUPPLY HOSE MUST BE DISCONNECTED DURING HYDROSTATIC PRESSURE TESTING OF THE NEW WATER MAIN. 2. POLYPIG AND ALL DEBRIS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS VIA SANITARY METHOD PRIOR TO DISINFECTION OF NEW WATER MAIN. 3. UPON REMOVAL OF POLYPIG, REMOVE TEMPORARY BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG. 4. THE NEW WATER MAIN SHALL BE CONNECTED TO THE EXISTING SYSTEM ONLY AFTER NEW WATER MAIN IS POLYPIGGED, DISINFECTED AND SATISFACTORY BACTERIOLOGICAL SAMPLE RESULTS ARE OBTAINED. 5. THE INTERIORS OF ALL PIPES AND FITTINGS TO BE USED IN FINAL CONNECTION MUST BE SWABBED OR SPRAYED WITH A 5-6%AVAILABLE CHLORINE SOLUTION. STD. PLAN - 300.7 } PUBLIC WORKS APPROVED: DEPARTMENT POLYPIGGING NEW WATER MAINS T, _ 6i2si2c Hort,aem„„o-a,,,_ V DATE NTS Polypigging New Water Mains NTS Not Used JACOBSON CONSULTING ENGINEERS EXISTING WATER MAIN • Q T 3xID MIN • PUBLIC WORKS DEPARTMENT 90° BEND TESTING CONNECTION 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 8'+ E NEW DI WATER MAIN TEMPORARY BLOCKING -CONNECTION TO EXISTING MAIN (BY CITY APPROVED WET TAP CONTRACTOR) (1) TAPPING TEE (FL) PER STD PLAN 300.6 (1) TAPPING GATE VALVE (FLxM1) (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH CONCRETE THRUST BLOCKING PER STD PLAN 330.1 FINAL CONNECTION UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING, AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING AND TEMPORARY BLOW -OFF ASSEMBLIES FINAL CONNECTION (BY CITY FORCES) (2) DI SPOOLS (1) LONG BODY DI SLEEVE (MJ) NEW DI WATER MAIN NOTES: 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 STANDARDS 2. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM DI TO CI PIPE WITH SAME OUTSIDE DIAMETER STD. PLAN - 300.5 CONNECTION TO WATER MAIN TAPPING TEE AND VALVE 45° BEND A C I CAP / PLUG TEE n 22 Y2 BEND 11 Y40 BEND I, f�, DATE v„ dKWak:aem�m�ac NTS 2 Connection to Water Main MINIMUM BEARING AREA AGAINST UNDISTURBED SOIL (SF) PIPE PRESSURE A) B� C` D OE SIZE (PSI) 1/(NONE) 1/(NONE) NONE NONE 4" 200 2/(1) 300 3/(2) 2/(2) 2/(1) 1/(1) NONE 3/(2) 3/(1) 1/(1) 1/(NONE) 6' 200 4/(3) 300 6/(4) 4/(3) 3/(2) 2/(1) 1/(NONE) 8 200 7/(5) 5/(3) 4/(3) 2/(2) 1/(1) 300 11/(8) 8/(5) 6/(4) 3/(2) 2/(1) 200 11/(8) 8/(6) 6/(4) 3/(2) 2/(1) 10.1 275 200 16/(11) 11/(7) 9/(6) 5/(3) 3/(2) 3/(2) 12" 16/(11) 11/(8) 9/(6) 5/(3) 250 24/(16) 17/(11) 13/(9) 7/(5) 4/(3) 14" 200 22/(13) 16/(11) 12/(8) 6/(4) 3/(2) 250 200 33/(22) 29/(19) 23/(16) 21/(14) 18/(12) 16/(11) 9/(6) 5/(3) 5/(3) 16" 8/(6) 225 32/(21) 23/(16) 17/(12) 9/(6) 5/(3) 5/(4) 18" 200 36/(24) 26/(17) 20/(13) 10/(7) 20" 200 45/(29) 32/(21) 24/(16) 13/(8) 7/(4) 24" 1 200 64/(43) 46/(30) 35/(23) 18/(12) 9/(6) * VALUES BASED ON SAFE BEARING LOAD OF 2,000/(3,000) PSF SOIL TYPE SAFE BEARING LOAD (PSF) MUCK OR PEAT 0 SOFT CLAY 1,000 SAND 2,000 SAND AND GRAVEL 3,000 CEMENTED WITH CLAY 4,000 HARD SHALE 10,000 NOTES: 1. MINIMUM BEARING AREA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDITIONS. 2. FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0.25 SF BEARING AREA AGAINST THE FITTING. 4. CONCRETE BLOCKING SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING JOINT. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. 7. IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR TIE RODS TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE REMOVED AND REPLACED WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUST. 8. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS. STD. PLAN - 330.1 `0e+ PUBLIC WORKS CONCRETE BLOCKING APPROVED: DEPARTMENT FOR HORIZONTAL FITTINGS 6/28/2023 ,�' v„ 17;1.11A1,.,1,,,.-. DATE NTS A r Concrete Blocking for Horizontal Fittings COP-1 CIVIL PERMIT SUBMITTAL ..� CIVIL PERMIT RESUBMITTAL w� CITY AS -BUILT REVIEW 43 T OL CITY AS -BUILT REVIEW RESUBMITTAL L NO. REVISION WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. 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 MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE 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 OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITYTESTING. 8. 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 THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS 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. ti�Y o STD. PLAN - 300.0 PUBLIC WORKS ` •`� ` DEPARTMENT WATER PLAN GENERAL NOTES 'P Nt0$ MARCH 2O10 U z 0 O t U Z o 475 _ J m r) O Q p �7- N Z p v o Lu m mQwm ° ua Z 470 Y g a 60_ O O m U) EX GRADE 465 460 ti POTHOLED TOP OF PIPE = 456.24 12 LF 8" DI CL52 I r-8LF8" DI CL52 �\�38 LF 8" DI CL52 " ATER BEND I E 161.91 U z 00-;t U Z O m NTS 3 WATER MAIN CONNECTION REVISION 475 PROPOSED FIRE HYDRANT ASSEMBLY (BEYOND) HVI 465 U • J W m 455 LL m� 455 'LLI w }}. Q w J LL = > p l_ CV ZpUC) W W \ O ��cn Q J Z X 0 0 Q 0- ZCY) Z w> o a o �� o(�g ��w> 450 w~J0 00Lr- =Xc5aoYo- 450 H Q J Z - O CO = J �i m Cn U W GO CO GO W O J �_ J J W_ oW O=QU) 8" WATER BEND w��L000LL W�xU01 IE455.50 zF-�00E- 445 < q q 445 IRE HYDRANT ASSEMBL Scale: 1"=5' V. 1"=20' H IVU I CJ: 1. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF SAFETY YELLOW DTM ACRYLIC GLOSS OR ENAMEL PAINT. 2. PUMPER NOZZLE TO FACE ROADWAY OR AS DIRECTED BY RRFA. 3. A MINIMUM 3' RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND THE OUTSIDE OF THE HYDRANT. COMPRESSION TYPE HYDRANT (SEE APPROVED MATERIALS LIST) WITH 6" MJ INLET WITH LUGS, 5 %4" MVO, O HYDRANT 1 %" PENTAGON OPERATING NUT, TWO (2) 2 Y2" NST HOSE NOZZLES, AND 4.875" SST PUMPER NOZZLE EQUIPPED WITH 5" STORZ ADAPTER AND 1/8" STAINLESS STEEL CABLE, WITH EXTENSION IF NECESSARY. OB TEE MAIN LINE TEE WITH 6" FLANGE SIDE OUTLET OC VALVE 6" GATE VALVE (FLxMJ) OD VALVE BOX VALVE BOX AND LID PER STD PLAN 330.7 OE PIPE CLASS 52 DI, LENGTH TO FIT OF JOINT RESTRAINT MECHANICAL JOINT RESTRAINT WITH CONCRETE BLOCKING OR (2) 3/4" CORTEN STEEL TIE RODS 1 Y4" WASHED DRAIN ROCK, MINIMUM V ABOVE BOOT FLANGE WITH 8-MIL POLYETHYLENE SHEETING GO GRAVEL AROUND TOP AND SIDES OF GRAVEL OCONCRETE BLOCK MINIMUM 16"x8"x4" CONCRETE BLOCKS UNDER FIRE HYDRANT AND GATE VALVE OI BLOCKING CONCRETE BLOCKING PER STD PLAN 330.1 JO SHEAR BLOCK 4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT, SEE STANDARD DETAIL 310.2 OPAVEMENT MARKER BLUE REFLECTIVE PAVEMENT MARKER PER STD PLAN 310.3 STD. PLAN - 310.1 +- PUBLIC WORKS APPROVED: FIRE HYDRANT ASSEMBLY DEPARTMENT (3/28/2023 a ni��wo�k: nemm�svaoo, DATE Fire Hydrant Profile 7 RVEYED '12/23 1"=10 HORIZONTAL NADVD983/1991 CITY OF DESIGNED: AP L/30/23 SSE ' RENTON 3/12/2 DRAWN: DJD ONE INCH DATUM )/17/25 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. SSE IF NOT ONE INCH DATE APPR APPROVED: SCALE ACCORDINGLY JAJ ALL MECHANICAL JOINT FITTINGS ARE WEDGE -TYPE RESTRAINED RETAINING GLAND PER SUBMITTAL CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY MOECO, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN AUGUST 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. NTS Fire Hydrant Assembly W-428004 R-428009 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: HAZEN HIGH SCHOOL FIE BO/18/25 PAGE: SITEWORK FOR PORTABLE CLASSROOMS DRAWING NO: SITE DETAILS C511 SHEET: OF: 9 OF 9 t`J co co 0 O 0 O N rr r1's PERMIT/PRICING REVIEW SET