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Home My WebLink AboutzR-4199setCn z W p OC Q G W Cn z Cn z O z W 900 PROJECT LOCATION o� w z o z Q J Y W Y z Q NE 10TH ST w 0 z NORTH VICINITY MAP SCALE: 1" = 200' GRADING QUANTITIES TOTAL AREA OF PROPERTY = 48,321 SF TOTAL AREA OF WORK = 69,284 SF TOTAL WEIGHT/VOLUME OF EXPORT = 3,756 TONS± / 2,030 CY± FILL = 2,044 TONS± / 1,105 CY± CUT = 5,800 TONS± / 3,135 CY± NOTE: EARTHWORK QUANTITIES PROVIDED FOR PERMITTING PURPOSES ONLY AND SHOULD NOT BE RELIED UPON FOR BIDDING. HORIZONTAL DATUM NAD 83 (2011) EPOCH 2O10.00 HORIZONTAL BENCHMARKS MONUMENT #1 OWNER: CITY OF RENTON ID: COR 1843 DESCRIPTION: 1 /8" BRASS PIN IN CONC MON LOCATION: INTX OF MONROE AVE NE & NE 12TH ST N:186401.32 E:1308915.77 MONUMENT #2 OWNER: CITY OF RENTON ID: COR 1889 DESCRIPTION: PK NAIL W/ AERIAL PANEL LOCATION: IN FRONT OF HOUSE #3517 ON NE 10TH ST N:184722.48 E:1309613.52 VERTICAL DATUM VERTICAL BENCHMARKS VERTICAL BENCHMARK #1 SOURCE: CITY OF RENTON ID: COR 1843 DESCRIPTION: 1 /8" BRASS PIN IN CONC MON LOCATION: INTX OF MONROE AVE NE & NE 12TH ST ELEVATION: 425.148' VERTICAL BENCHMARK #2 SOURCE: TERRANE ID: N/A DESCRIPTION: PK NAIL W/ TAG LOCATION: 35' +/— WEST OF THE MON AT THE INTX OF INDEX AVE NE & NE 10TH ST, IN CONC WALK 3' BEHIND CURB FACE ELEVATION: 354.70' RENTON SUNSET GARDENS LEGAL DESCRIPTION BLOCK 37 IN REPLAT OF BLOCKS 12, 13, 14, 36, 37 AND 38 OF CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, AS PER PLAT RECORDED IN VOLUME 59 OF PLATS ON PAGES 52 AND 53, RECORDS OF KING COUNTY; EXCEPT THAT PORTION OF BLOCK 37, CORRECTED PLAT OF RENTON HIGHLANDS NUMBER 2, RECORDED IN VOLUME 59 OF PLATS ON PAGE 52, RECORDS OF KING COUNTY, WASHINGTON, LYING SOUTHEASTERLY OF THE FOLLOWING DESCRIBED ARC: COMMENCING AT THE SOUTHEAST CORNER OF SAID BLOCK 37; THENCE NORTH 16`05'00" EAST ALONG THE EASTERLY LINE OF SAID BLOCK 37, 13.75 FEET TO THE BEGINNING OF A 12.04 FOOT RADIUS CURVE, HAVING A CENTRAL ANGLE OF 98`04'01", AND A RADIUS POINT WHICH BEARS NORTH 73'55'00" WEST FROM SAID POINT OF BEGINNING; THENCE SOUTHWESTERLY 20.60 FEET ALONG THE ARC OF SAID CURVE TO THE SOUTHERLY LINE OF BLOCK 37 AND THE TERMINUS OF SAID CURVE; AND EXCEPT THAT PORTION OF BLOCK 37, CORRECTED PLAT OF RENTON HIGHLANDS NUMBER 2, RECORDED IN VOLUME 59 OF PLATS ON PAGE 52, RECORDS OF KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE FOLLOWING DESCRIBED ARC: COMMENCING AT THE SOUTHWEST CORNER OF SAID BLOCK 37; THENCE SOUTH 54`35'42" EAST, ALONG THE SOUTH LINE OF SAID BLOCK 37, 15.87 FEET TO THE BEGINNING OF AN 18.98 FOOT RADIUS CURVE, HAVING A CENTRAL ANGLE OF 80'30'56", AND A RADIUS POINT WHICH BEARS NORTH 35'24'18" EAST FROM SAID POINT OF BEGINNING; THENCE NORTHWESTERLY 26.67 FEET ALONG THE ARC OF SAID CURVE TO THE WESTERLY LINE OF BLOCK 37 AND THE TERMINUS OF SAID CURVE; AND EXCEPT THAT PORTION OF BLOCK 37, CORRECTED PLAT OF RENTON HIGHLANDS NUMBER 2, RECORDED IN VOLUME 59 OF PLATS ON PAGE 52, RECORDS OF KING COUNTY, WASHINGTON, LYING NORTHWESTERLY OF THE FOLLOWING DESCRIBED ARC: COMMENCING AT THE NORTHWEST CORNER OF SAID BLOCK 37; THENCE SOUTH 52`51'00" EAST ALONG THE NORTH LINE OF SAID BLOCK 37, 13.79 FEET TO THE BEGINNING OF A 13.51 FOOT RADIUS CURVE, HAVING A CENTRAL ANGLE OF 91`24'55", AND A RADIUS POINT WHICH BEARS SOUTH 37`09'00" WEST FROM SAID POINT OF BEGINNING; THENCE SOUTHWESTERLY 21.56 FEET ALONG THE ARC OF SAID CURVE TO THE WESTERLY LINE OF BLOCK 37 AND THE TERMINUS OF SAID CURVE; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON; CONSTRUCTION RECORD DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN Michael Ruether (THE I Dakota Simurdak (THE PREPARED FROM THE CONTRACTOR'S CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY REDLINED MARK-UPS OF THE CONSTRUCTION THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON DOCUMENTS. THE ENGINEER REVIEWING THESE SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY RECORD DRAWINGS HAS NOT WITNESSED ALL ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF THE ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE FOR ERRORS OR AS OF 10/29/2024. 10/29/2024. OMISSIONS IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED x x Dalota Lru dal BY THE CONTRACTORS AS -BUILT REDLINES. 2900 NE 10TH ST, RENTON, WA 98056 NE & SE 1/4 OF NW 1/4 OF S. 09, T. 23N9 R. 05E, W.M. SURVEYOR'S NOTES THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN FEBRUARY OF 2021. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE SERVICE (800-424-5555). 4. SUBJECT PROPERTY TAX PARCEL NO. 7227900075 5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 53,822± S.F. (1.24± ACRES) 6. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE PROPERTY DESCRIBED IN CHICAGO TITLE INSURANCE COMPANY, COMMITMENT NO. 192958—NCS, WITH AN EFFECTIVE DATE OF AUGUST 15, 2019 AND THAT ALL EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM A PHYSICAL INSPECTION OF THE PROPERTY OR OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE PROPERTY. 7. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5—SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090. EXISTING LEGEND (PER SURVEY) ACHMAi 0 ASPHALT SURFACE BUILDING CENTERLINE ROW CO CLEANOUT 0 CONCRETE SURFACE RETAINING WALL _ �J L1I EASEMENT AREA X— FENCE LINE (CHAIN LINK) � � � 15, FENCE LINE (WOOD) Y FIRE DEPT CONNECTION FIRE HYDRANT — GAS LINE G ❑ GAS METER D4 GAS VALVE '.'.'.'...'.'.'.'.'.'...'.'� GRAVEL SURFACE � GUY ANCHOR [+] INLET (TYPE 1) O------ J LIGHT POLE • NAIL AS NOTED ►�� MONUMENT IN CASE (FOUND) PST ❑ POST PIV O POST INDICATOR POWER (OVERHEAD) POWER (UNDERGROUND) PP O POWER POLE PPO ---- —0 POWER POLE W/ LIGHT ET ELECTRIC TRANSFORMER EV ELECTRIC VAULT REBAR & CAP (SET) ROCKERY ^� SEWER LINE SEWER MANHOLE F-p SIGN (AS NOTED) ( ) STORM MANHOLE STORM DRAIN LINE TELEPHONE (OVERHEAD) TELEPHONE (UNDERGROUND) TEL ❑ TELEPHONE SENTRY SIZE TYPE °O TREE (AS NOTED) WATER LINE WM E WATER METER WV N WATER VALVE BLDG BUILDING C.C. CENTER CHANNEL CB CATCH BASIN CONC CONCRETE COR CORNER DEC DECIDUOUS ELEV ELEVATION EVG EVERGREEN FF FINISH FLOOR MEAS MEASURED MON MONUMENT OHP OVERHEAD POWER PROP PROPERTY (R) RECORD DATA SSMH SANITARY SEWER MANHOLE 7 PARKING SPACES 1 CIVIL CONSTRUCTION PERMIT CMK 10/19/21 TJE SURVEYED: 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK I 12 102/18/221 20 21 TJE DESIGNED: I CMK 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK TJE 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE DRAwN: DC, JYL 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: CB NO. REVISION BY DATE APPR APPROVED: TJE PROPOSED ABBREVIATIONS APPROX ARCH AVE BLDG BLVD BS BTM BW BYP CB CF CL CONC COR CY DB DCDA DCVA DI DIA E EL EQ EX FDC FDCO FFE FL FM FS GIP GPM GV H H WL IE IN LF LT MAX MIN MJ N NE N TS NW OH/U PC PL PCC POC PR PSD PSE PSS PT PVC R APPROXIMATELY RJ ARCHITECTURE RMC AVENUE ROW BUILDING RPBA BOULEVARD BOTTOM OF STAIR RT BOTTOM S BOTTOM OF WALL SD BYPASS SDAD CATCH BASIN SDCB CUBIC FEET SDCO CENTERLINE SDMH CONCRETE SE CITY OF RENTON SF CUBIC YARDS SS DUCT BANK SSCO DOUBLE CHECK DETECTOR ST ASSEMBLY STA DOUBLE CHECK VALVE ASSEMBLY STD DUCTILE IRON SW DIAMETER SWDM EAST TC ELEVATION TELECOMM EQUIVALENT TEMP EXISTING TESC FIRE DEPARTMENT CONNECTION FOUNDATION DRAINAGE CLEANOUT TR FINISHED FLOOR ELEVATION TS FLOW LINE / FLANGED TW FORCE MAIN TYP FIRE SERVICE V GALVANIZED IRON PIPE W GALLONS PER MINUTE WSDOT GATE VALVE HORIZONTAL HIGH WATER LEVEL INVERT ELEVATION INCH LINEAR FEET LEFT MAXIMUM MINIMUM MECHANICAL JOINT NORTH NORTHEAST NOT TO SCALE NORTHWEST OVERHEAD UTILITY POINT OF CURVATURE PROPERTY LINE POINT OF COMPOUND CURVATURE POINT OF CONNECTION PROPOSED PUBLIC STORM DRAIN PUGET SOUND ENERGY PUBLIC SANITARY SEWER POINT OF TANGENCY POLYVINYL CHLORIDE RADIUS • Call 811 • a two business days before you dig SCAM � s J � _ of WAS y,V' n, 4 o" ��CIG S!TEg�� SSIONAL E��' 10/14/2024 HORIZ MAL NAD 1NAVD983/1991 AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATUM RESTRAINED JOINT RENTON MUNICIPAL CODE RIGHT—OF—WAY REDUCED PRESSURE BACKFLOW ASSEMBLY RIGHT SOUTH STORM DRAIN STORM DRAIN AREA DRAIN STORM DRAIN CATCH BASIN STORM DRAIN CLEANOUT STORM DRAIN MAINTENANCE HOLE SOUTHEAST SQUARE FEET SANITARY SEWER SANITARY SEWER CLEANOUT STREET STATION STANDARD SOUTHWEST SURFACE WATER DESIGN MANUAL TOP OF CURB TELECOMMUNICATIONS TEMPORARY TEMPORARY EROSION AND SEDIMENT CONTROL TRENCH DRAIN TOP OF STAIR TOP OF WALL TYPICAL VERTICAL WATER / WEST WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CITY OF RENTON + N Planning/Building/Public Works Dept. CIVIL SHEET INDEX SHEET NUMBER PAGE NUMBER SHEET TITLE C000 01 CIVIL COVER SHEET C010 02 CONDITIONS OF APPROVAL Coll 03 STANDARD NOTES C012 04 STANDARD NOTES C100 05 HORIZONTAL CONTROL PLAN C200 06 SITE PLAN C300 07 SITE DEMO & TESC PLAN C330 08 STANDARD TESC DETAILS C331 09 TESC DETAILS C400 10 GRADING PLAN C420 11 GRADING SECTIONS C430 12 GRADING ENLARGEMENTS C431 13 GRADING ENLARGEMENTS C500 14 COMPOSITE UTILITY PLAN C600 15 ROAD & PAVING PLAN C610 16 ROAD & PAVING PROFILES C611 17 ROAD & PAVING PROFILES C620 18 TYPICAL SECTIONS C630 19 STANDARD ROAD & PAVING DETAILS C631 20 STANDARD ROAD & PAVING DETAILS C632 21 PAVING DETAILS C700 22 STORM DRAINAGE PLAN C710 23 STORM DRAINAGE PROFILES C711 24 STORM DRAINAGE PROFILES C730 25 STANDARD STORM DRAINAGE DETAILS C731 26 STANDARD STORM DRAINAGE DETAILS C732 27 STORM DRAINAGE DETAILS C733 28 STORM DRAINAGE DETAILS C800 29 WASTEWATER & WATER UTILITY PLAN C801 30 WATER UTILITY PLAN C810 31 WASTEWATER UTILITY PROFILES C811 32 WATER UTILITY PROFILES C812 33 WATER UTILITY PROFILES C813 34 WATER UTILITY PROFILES C830 35 STANDARD WASTEWATER DETAILS C831 36 STANDARD WATER DETAILS C832 37 STANDARD WATER DETAILS C833 38 STANDARD WATER DETAILS C834 39 WATER UTILITY ENLARGEMENTS C835 40 WATER UTILITY ENLARGEMENTS C900 41 POWER & TELECOMM PLAN C1000 42 SIGNING & CHANNELIZATION PLAN C1030 43 STANDARD SIGNING & CHANNELIZATION DETAILS C1031 44 SIGNING & CHANNELIZATION DETAILS Ln CD 0 N AM H • H T N a D J T N R-419901 z W IN COMPLIANCE WITH CITY OF RENTON STANDARDS p a w v! z RENTON SUNSET GARDENS 10/14/2024 2900 NE 10TH ST, RENTON, WA 98056 z FIO DBOOK: PAGE: O DRAWING NO: C000 w S" CIVIL COVER SHEET 01 OF'`44 HEARING EXAMINER CONDITIONS SEPA CONDITIONS Z LU 0 Q G W Cn Z Cn Z O I- Z LU 0 U 0 0 0 U n I Q m I Q N 0 C3 0 0 0 0 Q U CD I 0 a 0 cn 0 Q) 0 0 0 0 N 0 0 N I 0 oz N CD (LLD, U � �XoX a I �m �J I ID cn > CDCn ID T (n m rr I x i x X N N I m E� Q NI �� cr) I / o E N p U � CD x FOR THE REASONS IDENTIFIED IN THE CONCLUSIONS OF LAW, ABOVE, ALL APPLICABLE REVIEW CRITERIA FOR THE APPLICANT'S SITE PLAN, DEVELOPMENT MODIFICATIONS AND VARIANCE ARE MET BY THE PROPOSAL AND THE APPLICATIONS ARE APPROVED SUBJECT TO THE FOLLOWING CONDITIONS OF APPROVAL: 1. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPING PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT PROVIDES THOSE ITEMS NOTED IN RMC 4-8-120D.12 AND A DETAILED IRRIGATION PLAN. THE PLAN SHALL ALSO CLEARLY IDENTIFY THE 10-FOOT WIDE ONSITE STREET FRONTAGE LANDSCAPING ALONG JEFFERSON AVE NE THAT IS DISPLACED BY THE STORMWATER FACILITIES AS CURRENTLY SHOWN. THE STORMWATER FACILITIES MAY BE INTEGRATED INTO THE STREET FRONTAGE LANDSCAPING HOWEVER THE REQUIRED FRONTAGE PLANTING SHALL TAKE PRIORITY AND IF THE STREET FRONTAGE LANDSCAPING AND STORMWATER FACILITIES ARE UNABLE TO COMINGLE, THE FACILITIES SHALL BE RELOCATED OUTSIDE OF THE REQUIRED STREET FRONTAGE LANDSCAPING AREA. THE DETAILED LANDSCAPING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. MANAGER NEAR THE TWO PRIMARY FRONT ENTRANCES OFF OF NE 10TH ST IN LIEU OF THE PROPOSED AT -GRADE LANDSCAPE STRIPS SHOWN ON THE CONCEPTUAL LANDSCAPE PLAN (EXHIBIT 9). SUCH ELEMENTS SHALL BE SHOWN ON THE DETAILED LANDSCAPE PLAN SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 12. THE APPLICANT SHALL SUBMIT DETAILS AND MANUFACTURERS SPECIFICATIONS FOR ALL COMMON OPEN SPACE PROGRAMMING ELEMENTS LANDSCAPE PLAN (EXHIBIT 9). THE DETAILS AND SPECIFICATIONS SHALL BE IDENTIFIED ON THE DETAILED LANDSCAPE PLAN TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 13. 2. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT IDENTIFIES THE REPLACEMENT TREES 14. MEETING THE REPLACEMENT REQUIREMENTS OF RMC 4-4-130. THE LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT APPROVAL. 3. THE APPLICANT SHALL CLEARLY INDICATE ON THE DETAILED LANDSCAPE PLAN SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION HOW THE PLAN MEETS THE 10% TREE REPLACEMENT REQUIREMENTS INCLUDING BUT NOT LIMITED TO THE 50% CREDIT LIMITATION PROVIDED FOR THOSE TREES THAT ARE REQUIRED PURSUANT TO RMC 4-4-070. IF ONSITE REPLACEMENT FOR THE TREES IS NOT PRACTICAL, THEN PAYMENT INTO THE CITY'S URBAN FORESTRY PROGRAM FUND MAY BE APPROVED FOR THOSE TREES THAT CANNOT BE ACCOMMODATED ONSITE. THE DETAILED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT APPROVAL. 4. THE APPLICANT SHALL PROVIDE A JOINT USE PARKING AGREEMENT FOR THE RESIDENTIAL AND ON -SITE SERVICE USES ON THE SITE. THE JOINT USE AGREEMENT SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT FOR REVIEW AND APPROVAL PRIOR TO THE ISSUANCE OF A TEMPORARY OR FINAL CERTIFICATE OF OCCUPANCY. 5. THE APPLICANT SHALL RESERVE A MINIMUM OF NINETEEN (19) STRUCTURED OR TUCK -UNDER STALLS FOR THE EXCLUSIVE USE OF THE RESIDENTIAL UNITS IN THE BUILDING. THE APPLICANT SHALL MARK THE DESIGNATED STALLS WITH PAINT, SIGNAGE, OR AN ALTERNATIVE METHOD APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. THE METHOD PROPOSED SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 6. THE APPLICANT SHALL SUBMIT A SURFACE MOUNTED UTILITY PLAN THAT INCLUDES CROSS-SECTION DETAILS WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION. THE APPLICANT SHALL WORK WITH FRANCHISE UTILITIES TO ENSURE, AS PRACTICAL, UTILITY BOXES ARE LOCATED OUT OF PUBLIC ROW VIEW, ACTIVE COMMON OPEN SPACES, AND THEY SHALL NOT DISPLACE REQUIRED LANDSCAPING AREAS. THE PLAN SHALL PROVIDE AND IDENTIFY SCREENING MEASURES CONSISTENT WITH THE OVERALL DESIGN OF THE DEVELOPMENT. THE SURFACE MOUNTED UTILITY PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 7. THE APPLICANT SHALL SUBMIT A ROOFTOP EQUIPMENT EXHIBIT WITH THE ELEVATION PLANS ASSOCIATED WITH THE BUILDING PERMIT APPLICATION. THE EXHIBIT SHALL PROVIDE CROSS SECTION DETAILS AND IDENTIFY PROPOSED ROOFTOP SCREENING THAT IS INTEGRAL AND COMPLEMENTARY TO ARCHITECTURE OF THE BUILDINGS. THE EXHIBIT SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. 8. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN THAT INCORPORATES ADDITIONAL TREES AND/OR SHRUBS BETWEEN THE SIDEWALK AND GROUND FLOOR RESIDENTIAL UNITS ALONG NE 10TH ST. THE DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER TO CIVIL CONSTRUCTION PERMIT APPROVAL. 9. THE APPLICANT SHALL SUBMIT REVISED EXTERIOR ELEVATIONS WITH THE BUILDING PERMIT APPLICATION THAT PROVIDE ADDITIONAL PRIMARY ENTRY ELEMENTS THAT ARE PROMINENT AND VISIBLE FROM THE STREET. ENTRY ELEMENTS MAY INCLUDE BUT ARE NOT LIMITED TO, ADDITIONAL ARCHITECTURAL ARTICULATION, AN ALTERNATE FACADE THAT PROVIDE DIFFERENTIATION IN MATERIAL AND/OR COLOR FROM OTHER PORTIONS OF THE BUILDING, PEDESTRIAN LEVEL LIGHTING OR OTHER IDENTIFYING VISUAL FEATURES AS APPROVED BY THE THE APPLICANT SHALL SUBMIT DETAILS OR MANUFACTURERS SPECIFICATIONS FOR THE PROPOSED SEAT BENCHES AND OTHER FURNITURE SHOWN ON THE LANDSCAPE PLAN (EXHIBIT 9). THE SITE FURNITURE AND OTHER SITTING AMENITIES SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. THE APPLICANT SHALL SUBMIT REVISED ELEVATION PLANS WITH THE BUILDING PERMIT APPLICATION THAT SHOWS A MINIMUM OF ONE (1) ADDITIONAL PROMINENT CORNER FEATURE SUCH AS A PARAPET EXTENSION, WRAPPED GLAZING, UNIQUE WEATHER PROTECTION, AND/OR ALTERNATIVE ELEMENTS APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. THE REVISED ELEVATIONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 15. THE APPLICANT SHALL SUBMIT A REVISED EAST ELEVATION WHICH INCLUDES A MINIMUM OF 50% GLAZING ALONG THE GROUND FLOOR BETWEEN 4 FEET AND 8 FEET ABOVE GROUND ON THE WALL OF THE STRUCTURED PARKING GARAGE, OR, INDICATE ON A REVISED ELEVATION HOW THE ELEVATION MEETS THE INTENT OF THE STANDARD'S GUIDELINES. ALTERNATIVELY, THE APPLICANT MAY PROPOSE ADDITIONAL LANDSCAPING IN FRONT OF THE FACADE THAT WOULD PROVIDE VISUAL INTEREST AND MITIGATE THE VISUAL IMPACT OF THE BLANK WALL. THE REVISED EAST ELEVATION AND/OR LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. THE APPLICANT SHALL PROVIDE ONE (1) ADDITIONAL ROOF ELEMENT THAT BREAKS UP THE MASSIVENESS OF UNINTERRUPTED ROOF LINE AND PROVIDES ADDITIONAL VISUAL INTEREST. THE REVISED BUILDING ELEVATIONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 16. THE APPLICANT SHALL PROVIDE ONE ADDITIONAL ROOF ELEMENT THAT BREAKS UP THE MASSIVENESS OF UNINTERRUPTED ROOF LINE AND PROVIDE ADDITIONAL VISUAL INTEREST. THE REVISED BUILDING ELEVATIONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 17. THE APPLICANT SHALL UTILIZE AN ALTERNATIVE COLOR SCHEME FOR THE BRICK VENEER. THE APPLICANT SHALL SUBMIT REVISED ELEVATION PLANS WITH THE BUILDING PERMIT APPLICATION THAT SHOWS AN ALTERNATIVE BRICK COLOR WITH HIGHER CONTRAST. THE REVISED ELEVATIONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 18. THE APPLICANT SHALL SUBMIT A MATERIALS BOARD WITH THE BUILDING PERMIT APPLICATION THAT PROVIDES SAMPLES OF EXTERIOR CLADDING MATERIALS THAT ARE PROPOSED ON THE BUILDING. THE MATERIALS BOARD SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 19. THE APPLICANT SHALL SUBMIT A LIGHTING PLAN WITH THE BUILDING PERMIT APPLICATION THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY AND CREATES VISUAL INTEREST TO THE BUILDING AND SITE. PEDESTRIAN SCALED LIGHTING SHALL BE PROVIDED AT THE PRIMARY ENTRANCE AND ACCENT LIGHTING ON BUILDING FACADES. THE PARKING AREA SHALL ALSO CONTAIN ADEQUATE LIGHTING TO ENSURE SAFETY AND SECURITY. THE LIGHTING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 20. THE APPLICANT SHALL COORDINATE WITH KING COUNTY METRO PRIOR TO SUBMITTING CONSTRUCTION PERMITS TO IDENTIFY ANY NEEDED ACCOMMODATIONS FOR THE ABUTTING TRANSIT STOP ON NE 10TH ST THAT NEED TO OCCUR DURING CONSTRUCTION OF THE SITE. EVIDENCE OF THE COORDINATION WITH KING COUNTY METRO AND THE ACCOMMODATIONS) SHALL BE SHOWN ON THE CIVIL CONSTRUCTION PERMIT PLANS TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. ' "'� �""'� '�""" ""� ""�"`'""�"`" "� "" "��"" '"' "" 21. THE MATERIAL USED FOR THE PROPOSED PLAZA AREAS SHALL BE SCORED AND CURRENT PLANNING PROJECT MANAGER. THE REVISED ELEVATIONS SHALL BE THE CONNECTIONS IN THE PARKING LOT SHALL BE CONSTRUCTED OF CONCRETE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR OR COMPARABLE ALTERNATIVE MATERIAL. THE SCORING AND MATERIAL TO BUILDING PERMIT ISSUANCE. COMPOSITION OF THE INTERIOR PEDESTRIAN PATHWAYS AND PLAZA AREAS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT CONSTRUCTION RECORD DRAWINGS N PERMIT APPROVAL. THESE RECORD DOCUMENTS HAVE BEEN PREPARED FROM THE CONTRACTOR'S REDLINED MARK-UPS OF THE CONSTRUCTION DOCUMENTS. THE ENGINEER REVIEWING THESE RECORD DRAWINGS HAS NOT WITNESSED ALL THE ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE FOR ERRORS OR OMISSIONS IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED BY THE CONTRACTOR'S AS -BUILT REDLINES. Michael Ruether (THE I Dakota Simurdak (THE CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF AS OFF 10/29/2024. x /vr/��iae� lC uet�iew 10/29/2024 . x Dalota Lru hl 22. THE APPLICANT SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT PREPARED BY OTTO ROSENAU & ASSOCIATES, DATED APRIL 16, 2021 OR FUTURE ADDENDA. 23. THE APPLICANT SHALL INCORPORATE A CONCRETE PATHWAY CONNECTION ACROSS THE ACCESS DRIVEWAY THAT CONNECTS PATHWAY ON THE WEST SIDE OF THE PARKING LOT WITH THE CONCRETE PAD ADJACENT TO THE TRASH AND RECYCLING ENCLOSURE. THE PATHWAY SHALL BE MADE OF A CONTRASTING MATERIAL AND COLOR AND SHALL BE A MINIMUM OF FIVE (5) FEET WIDE. THE PATHWAY SHALL BE SHOWN ON REVISED LANDSCAPE PLANS SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. THE APPLICANT SHALL ALSO INSTALL PEDESTRIAN SCALE LIGHTING ON EACH SIDE OF THE ACCESS DRIVEWAY AND AT THE REFUSE AND RECYCLING ENCLOSURE IN ORDER TO PROVIDE ADDITIONAL VISIBILITY FOR USERS. THE APPLICANT SHALL SUBMIT A LIGHTING PLAN WITH THE BUILDING PERMIT APPLICATION THAT INCLUDES THE REQUIRED PEDESTRIAN -SCALE LIGHTING NEAR THE PATHWAY CROSSING THE DRIVEWAY. THE LIGHTING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 24. THE APPLICANT SHALL UTILIZE A CONCRETE SEAT WALL IN LIEU OF THE PROPOSED ROCKERY WALL ADJACENT TO NE 10TH ST TO THE EXTENT THAT THE CONCRETE SEAT CAN BE ACCOMMODATED WITHOUT EXPOSING THE GARAGE WALL TO PUBLIC VIEW. THE PURPOSE OF THE SEAT IS TO PROVIDE AN ADDITIONAL PEDESTRIAN -SCALE FEATURE ON ALONG A PRIMARY FACADE. THE DETAILS AND SPECIFICATIONS OF THE SEAT WALL SHALL BE IDENTIFIED ON THE DETAILED LANDSCAPE PLAN TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 25. THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH THE FOUR STANDARDS UNDER FOF 26, CRITERION B, RELATED TO THE STABILITY OF THE EXISTING RETAINING WALL AND ACCESS TO THE ADJACENT PARCEL, VIA A WRITTEN REPORT PRIOR TO ISSUANCE OF A TEMPORARY OR FINAL CERTIFICATE OF OCCUPANCY. THE REPORT SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. 26. THE APPLICANT SHALL INSTALL A CURB BULB AT THE NORTHEAST CORNER OF THE INTERSECTION OF NE 10TH ST AND JEFFERSON AVE NE NEAR THE SOUTHWEST CORNER OF THE SITE IN ORDER TO IMPROVE PEDESTRIAN SAFETY. THE CURB BULB SHALL INDICATED ON THE ROADWAY PLANS TO BE SUBMITTED AND REVIEWED AT THE TIME OF CIVIL CONSTRUCTION PERMIT APPLICATION. 1 CIVIL CONSTRUCTION PERMIT CMK 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 4 CIVIL CONSTRUCTION PERMIT REVISION CB 5 GRADING, STORM, AND PSE UPDATE CB NO. REVISION 0 10/ 19 / 21 TJE suRVEYEO: 12 20 21 TJ E DESIGNED: CMK 02 18 22 TJE 06 17 22 TJE DRAWN: DC, JYL 12 20 23 TJE CHECKED: CB DATE AP P R APPROVED: TJE • Call 811 • a two business days before you dig SCAM 1. SEPA IS NOT REQUIRED FOR THE PROPOSED DEVELOPMENT. 3S J. of wASN..Gn, �SSIONAL 10/14/2024 IL MAU NAD 1983/1991 AS SHOWN HOR ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATUM 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com ki CITY OF RENTON Planning/Building/Public Works Dept. R-419902 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON SUNSET GARDENS 2900 NE 10TH ST, RENTON, WA 98056 CONDITIONS OF APPROVAL 10/14/2024 FIELDBOOK: PAGE: DRAWING NO: Colo SHEET` 02 ' 44 LO T LO O T N M H • H T N a J T N Z LU 0 a C� LU v! Z D Cn Z O I- Z LU V ) z W 0 rr G LU V ) z '� VJ z O z W rr a� 0 U O O 0 U n I m Q m I Q N O N a C3 0 moo, 0 0 0 Q U I CD O C N a N c cn V7 c 0 c O O 0 O N 6) O O 6� O O N O U O z O N C-D / W U / / 'c' E zi- O X a I ID �m /J I cn / > Dcn CD T (n m o I x / x X N N m EF— I �Q � N (n I / o E N p U � o x 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) MAYBE 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 PURITY TESTING. 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 BYTHE 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. Y o STD. PLAN - 300.0 �UD PusL1c WORKSWATER PLAN GENERAL NOTES DEPARTMENTT MARCH 2O10 I CONSTRUCTION RECORD DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN PREPARED FROM THE CONTRACTOR'S REDLINED MARK-UPS OF THE CONSTRUCTION DOCUMENTS. THE ENGINEER REVIEWING THESE RECORD DRAWINGS HAS NOT WITNESSED ALL THE ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE FOR ERRORS OR OMISSIONS IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED BY THE CONTRACTOR'S AS -BUILT REDLINES. Michael Ruether (THE I Dakota Simurdak (THE CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF AS OF 10/29/2024. x /vr/��iae� lC uet�iew 10/29/2024 . x Alota 3i0sra".4d DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 WASTEWATER UTILITY STANDARD NOTES 1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION 2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS 3 A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION 4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY 5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES 7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). 8 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35, C900/C905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY 9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC ) UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 9(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY 11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS & SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405 12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL 13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR .• PUBLIC WORKS DEPARTMENT WASTEWATER UTILITY STANDARD NOTES • Call 811 • a two business days before you dig 1 CIVIL CONSTRUCTION PERMIT CMK TJE suRvEYED: SCALE: AS SHOWN 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK I 110/19/21 12 20 21 TJE DESIGNED: CMK 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 02 18 22 TJE 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE DRAWN: DC, JYL ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: CB NO. REVISION BY DATE AP P R APPROVED: TJE ) S J. ,A 4G lO SIONAL —n.,�„c.,STD. PLAN - 413 - _- - PROVED Martin Pastuchai0/26/2z0 1 1 , DATE wo,k, �am�n,<.nw 61 10/14/2024 VERTICAL: NAVE) 1988 HORIZONTAL- W 19W/1991 DATUM om- 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CITY OF RENTON Planning/Building/Public Works Dept. R-419903 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON SUNSET GARDENS 2900 NE 10TH ST, RENTON, WA 98056 STANDARD NOTES 10/14/2024 FIELDBOOK: PAGE: DRAWING NO: Coll SHEET` 03 ' 44 Ln LO C) 0 T N own T N a J T N n Cn z w 0 a w Cn z D Cn z O z W IZ Cn z W 0 rr G LU V i z Z:) C ) z O z w rr a� 3 O U O O O U I cD V1 I m m Q m I Q N O N C3 J O N Q U I CD O C N a CD N c V7 c 0 c CC u7 O O O O N 6) O O7 6) O O N CD O U O z O N ( D / LJ U / / C)o :_ � O X Q I �m I cn / DCn CD T (n CD o I x / x X N N I m EFF___ Q �� N cl-) CC I / o E N p U � O X DocuSign Envelope ID: 3131 B34D3-7EOA-476C-ADB3-4329FFEOC108 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE 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 SURFACE WATER 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 APPLICANT'S CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95 % MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92 % OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204A0, 204.20, 204.30, 204.40, AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 267.00 PRI� PUBLIC WORKS SURFACE WATER STANDARD PLAN eael�idby: DEPARTMENT NOTES (1 OF 2) artin Pastucha8/13/2020 Martin Pastucha BW,"13R09813449D DATE CONSTRUCTION RECORD DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN Michael Ruether (THE Dakota Simurdak (THE PREPARED FROM THE CONTRACTOR'S CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY RECLINED MARK-UPS THE CONSTRUCTION THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON DOCUMENTS. THE ENGINEER ER REVIEWING THESE SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY RECORD DRAWINGS HAS NOT WITNESSED ALL THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF NOT RESPONSIBLE FOR ERRORS OR AS OF 10/29/2024. 10/29/2024. OMISSIONS IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED x /�i��iae�l�uet�iew x Dakota (Sissruwc�al BY THE CONTRACTORS AS -BUILT REDLINES. 1 8:48 DocuSign Envelope ID: 3131 B34D3-7EOA-476C-ADB3-4329FFEOC108 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE 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 SURFACE WATER STANDARD PLAN NOTES. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4 - 8 INCH ROCK / 40 - 70 % PASSING; • 2 -4 INCH ROCK/ 30 -40% PASSING; AND • LESS THAN 2 INCH ROCK / 10 - 20 % PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS GUTTERS AND/OR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3 1 OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26, ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) •',® STD. PLAN - 267.10 PUBLIC WORKS SURFACE WATER STANDARD PLAN ' jRd by: g �I� DEPARTMENT NOTES (2 OF 2) artin Pastucha/13/2020 Martin Pastucha i 28M2WQQSBA"D... DATE 1 CIVIL CONSTRUCTION PERMIT CMK 10/19/21 TJE 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK I 12 102/18/221 20 21 TJE 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK TJE 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE NO. REVISION BY DATE APPR SURVEYED: DESIGNED: CMK DRAWN: DC, JYL CHECKED: APPROVED: TJE 8:48 • Call 811 • a two business days before you dig SCALE: DocuSign Envelope ID: AOA08484-4OB8-4C5D-B9EO-E7OE51967ED2 ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. M-3.10-04 LEFT TURN CHANNELIZATION M-3.20-03 LEFT -TURN CHANNELIZATION REDUCED TAPERS M-3.30-04 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES M-3,40-04 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION M-3.50-03 DOUBLE LEFT TURN CHANNELIZATION M-5.10-03 RIGHT TURN CHANNELIZATION M-9.50-02 BICYCLE LANE SYMBOL LAYOUT M-9.60-00 SHARED - USE PATH MARKINGS M-11.10-03 RAILROAD CROSSING LAYOUT M-12.10-02 ROUNDABOUT PAVEMENT MARKINGS M-20.10-03 LONGITUDINAL MARKING PATTERNS M-20.20-02 PROFILED AND EMBOSSED PLASTIC LINES M-24.20-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS M-24.40-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS M-24.60-04 SYMBOL MARKINGS MISCELLANEOUS LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF THERMOPLASTIC, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. THERMOPLASTIC SHALL CONTAIN 3M 50/50 WET/DRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON CONCRETE, PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL WEATHER TAPE 380AW SERIES, OR APPROVED EQUAL. LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF RAISED PAVEMENT MARKERS SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED, LONGITUDINAL LANE MARKINGS SHALL FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING SUBSTITUTION W/RAISED PAVEMENT MARKERS. PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE LESS THAN 500 F. �cY o PAVEMENT MARKING NOTES ,XJLAN- 109 PUBLIC WORKS �pPROV DEPARTMENT Mat'tln Vastuch 1/5/2020 8B8131FD98B449D... DATE 10/14/2024 AS SHOWN I HOR00= NAD 1983/1991 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATUM oz - 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com ki CITY OF RENTON Planning/Building/Public Works Dept. 12:- R-419904 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON SUNSET GARDENS 2900 NE 10TH ST, RENTON, WA 98056 STANDARD NOTES 10/14/2024 FIELDBOOK: PAGE: DRAWING NO: C012 SHEET` 04 ' 44 Ln LO C) 0 T N 1 on T N a J • IN Cn z w 0 a w Cn z D Cn z O z W O� rn I O I 0 LU VJ z W 0 Q G w z z O z LU rr 16+95 "0 NE SUNSET BLVD FOUND CONIC MON W/ I 17+00 BRASS DISK IN CASE, DOWN 0.5' NE 10TH ST STA 16+94.92 G sy \N\\ I - o�� STA 19+98.48, 28.56' RT 1-inn 1 OF CURB RAMP STA 50+38.24, 15.90' LT 2C430 C430 of CURB_ _ ___ JEFFERSON AYE NE 50+00 _ - � (COMMERCIAL ACCESS) 49+47 _ _ - 9�� 20+00 PCC STA. 50+68.59, 18.00' RT CENTERLINE INTERSECTION .0- STA 50+00.00 JEFFERSON AVE NE -- (COMMERCIAL ACCESS) _=80°50'30" PCC STA. 50+59.88, 16.02' RT- p v n STA 20+00.00 NE 10TH ST I L=24.69' PCC STA. 50+50.98. 14.00' RT n STA 20+36.13, 24.73' RT 1-0'4 j OF CURB RAMP IN C430 R=17.50' F I I mP9��Gio _ A 'Z�oy STA 20+69.99, 28.75' LT BUS SHELTER, FOOTING �I I Q v 0 + 01 a CN I� 5.9' N � O v 6 = N I0 U �- C- i cn � W ,- Z cn J I R43.0' Q STA. 21 +53.10, 41.52' LT- CDrAD N BW R60.0' o J R75.0' '. o / o X DROPERTY N 1N (TYP) 173, om Q STA. 21 +69.47, 41.52' LT o Cn U � Cfl O BW C6 a ¢ R PROPERTY �j X / LINE (TYP) o �� + o cn N N I CD o� o p II Ln M m STA. 21 +97.73, 43.52' LT p Ln I BW X OCD PCC STA. 22+27.15, 23.00' LT Pam no A--99°01'4; m 9 L=37.16' CD N R=21.50' 0 � M� b n CDm O Cn q v . N -X U / �� IDI 7 STA 22+55.54, 35.62' LT ono /X oo�. C430 OF CURB RAMPCD CD ag I so / CD CENTERLINE INTERSECTIONo�� I STA. 22+80.33 NE 10TH ST = n (-, / T� X CONSTRUCTION RECORD DRAWINGS m� i m THESE RECORD DOCUMENTS HAVE BEEN F151 A. b2+yy.b /, 1 b.U1 K I PCC STA. 83+09.38, 15.50' RT' PC STA. 83+19.07, 13.00RT _ PCC STA. 84+36.70, 9.00 RT PCC STA. 84+27.98, 11.00' RT APT STA. 84+19.26. 13.00' RT i soN p�E NE 0o JEFFER AC�ESSi N �605'o�E __R20:0' (TYP) SEE NOTE 6 PREPARED FROM THE CONTRACTOR'S REDLINED MARK-UPS OF THE CONSTRUCTION Michael Ruether (THE I Dakota Simurdak (THE CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY E DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON 0- CnX RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY THE ELEMENTS OF CONSTRUCTION AND IS THE REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF / NOT RESPONSIBLE FOR ERRORS OR N EOMISSIONS IN DATA OR CERTIFY THE AS OF 10/29/2024. 10/29/2024. ACCURACY OF THE INFORMATION PROVIDED x /�i��iae�l�uet�iew x Dakota �issruwcial BY THE CONTRACTOR'S AS -BUILT REDLINES. O X CENTERLINE INTERSECTION STA 53+55.54 JEFFERSON AVE NE (COMMERCIAL ACCESS) = STA 80+00.00' JEFFERSON AVE NE (RESIDENTIAL ACCESS) 6 STA 53+13.66, 9.44' LT C430 OF CURB RAMP 5 - STA 53+13.83, 14.13' RT C430 OF CURB RAMP PCC STA. 53+02.11, 16.02' RT 52+00 _ PCC STA. 52+93.40, 18.00' RT �- - - _ 53+00 5 STA 52+85.55, 18.00' RT - �3O OF DRIVEWAY \ STA 51+97.04, 213.55' RT STA 83+02.67, 17.78' RT � OF CURB RAMP STA. 83+15.18, 7.34' LT STA. 83+45.82, 13.00' LT 80+00 53+81 G- N CC STA. 80+29.60, 20.52' RT I %\ I I 1 7 STA 53+29.51, 60.65 RT n o � O f (o Cn 00 I� PC STA. 81+22.87, 40.38' RT 10/14/2024 1 CIVIL CONSTRUCTION PERMIT CMK 10/19/21 TJE SURVEYED: ScaF vERncAL: raw saes 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 12 20 21 TJE DESIGNED:AS SHOWN HORIZONTAL NAD 19e3/1991 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 02 18 22 TJE CMK 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE DRAWN: CC, JYL 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: ONE INCH DATUM CB AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY TJE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com ki CITY OF RENTON Planning/Building/Public Works Dept. NOTES 1. REFER TO LANDSCAPE PLANS FOR HORIZONTAL CONTROL OF SURFACE LO IMPROVEMENTS OVER STRUCTURE AND SITE FURNISHINGS. LO 'T^ u / 2. REFER TO ARCHITECTURAL PLANS FOR BUILDING LOCATION AND LAYOUT. O DIMENSIONS PROVIDED TO BUILDING FACE ARE INTENDED FOR LAYOUT OF O T SITE ELEMENTS ONLY AND SHALL NOT BE USED TO LAYOUT THE BUILDING. N 3. ALL DIMENSIONS, STATIONS AND OFFSETS ARE TO FACE OF CURB, FACE OF U WALL, OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 4. SITE ELEMENTS SHALL BE EITHER PARALLEL OR PERPENDICULAR TO THE BUILDING FACE, UNLESS OTHERWISE NOTED. 5. BIORETENTION PLANTER DIMENSIONS ARE SHOWN TO INSIDE PLANTER EDGES. SEE SHEET C700 FOR PLANTER DESIGN INFORMATION. 6. PARKING LANE CURB BULB RADII SHALL BE 20' UNLESS NOTED OTHERWISE. I co c0 7. REFER TO C620 TYPICAL SECTIONS FOR HORIZONTAL LAYOUT OF I T IMPROVEMENTS IN THE RIGHT-OF-WAY. O O -, LEGEND N - - - - PROPERTY LINE J BUILDING LINE STREET CENTERLINE CEMENT CONCRETE TRAFFIC CURB AND GUTTER O co PAVEMENT EDGE p O vn I CONCRETE PAVEMENT N 0 10' 20' 40' R-419905 1 inch = 20 feet z W IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 a C� w z D RENTON SUNSET GARDENS 10/14/2024 z FlELOBOOK: 2900 NE 10TH ST, RENTON, WA 98056 z PAGE: O DRAWING NO: C100 W HORIZONTAL CONTROL PLAN SHE` 05 �`44 � Ln 'T^ u / O O T N M N H • H T N a J 7w,ON- H z W r) rr a w z D z O z w oC RECOMMENDED TESC CONSTRUCTION SEQUENCE TESC NOTES rn NOTE: THE FOLLOWING RECOMMENDED TESC CONSTRUCTION SEQUENCE IS 4. INSTALL CATCH BASIN PROTECTION AND STORMWATER BMP AREA ANTICIPATION OF SCHEDULED CONSTRUCTION ACTIVITY (E.G., 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN 1. SEE SHEET C330 FOR COR EROSION CONTROL STANDARD PLAN NOTES. LO T FOR PERMITTING PURPOSES ONLY. IT SHALL NOT BE RELIED UPON IN THE PROTECTION AS REQUIRED. CONCRETE -RELATED PH MEASURES FOR UTILITY, VAULT OR SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE T FIELD AND SHALL BE MODIFIED AS NECESSARY BASED ON CONDITIONS IN 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). ROADWAY CONSTRUCTION) WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, OR 2. PROPOSED STORMWATER INFILTRATION FACILITY AREAS SHALL BE PROTECTED FROM ALL LO � THE FIELD. 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH EQUIVALENT. CONSTRUCTION ACTIVITY. REFER TO C700 FOR STORMWATER INFILTRATION FACILITY 0 p ETC.). APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN LOCATION AND DIMENSIONS. LLI 1. PRE -CONSTRUCTION MEETING. 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. MANUAL AND MANUFACTURER'S RECOMMENDATIONS. DAYS. N 2. POST SIGN WITH NAME AND PHONE NUMBER OF CSWPP/ESC 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 3. BEFORE MASS EARTHWORK AND SITE GRADING, CONTRACTOR SHALL INSTALL INTERCEPTOR SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF 9, CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT 30 DAYS. SWALES AND CHECK DAMS AS REQUIRED TO CONVEY RUNOFF TO TEMPORARY SEDIMENT CONSTRUCTION SIGN). SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING CONTROL AND POLLUTION PREVENTION IS ALWAYS IN ACCORDANCE 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST POND. CONTRACTOR SHALL ADJUST INTERCEPTOR SWALE AND CHECK DAM LOCATIONS AS 3. FLAG OR FENCE CLEARING LIMITS. FOR PROJECT DEVELOPMENT. CONSTRUCT SWPPS CONTROLS IN WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. NECESSARY TO DRAIN. (/ , o » °Z z �9s�, >1a5 ;;F= N �� 4. ALL BMPS SHALL BE CONSTRUCTED AND INSTALLED PER 2017 COR SWDM. % lG �j C, J cep°A 5. s4 �. F J o: ;'. F� 002�� T �+ J ° ON, MAINTENANCE, AND REPLACEMENT OF ALL TESC FACILITIES IS . .:. ...`�• A M .•,... •.CONC;..J.S?,>� ASPHALT ......, .. <,...':' qC��j,.:✓coNe: - =c:, .f. • , '.:: t' A' iN':.IIY :: , N RI ^X :, - 8"PS PAVEMENT q \\ ws THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. IpA,LK .r •• . •'. fYRIVEWkY' > > • .ra 6 CURB INDEX .5`'oi .som s6+.5 APPROX. LOCATION UP m AVE NE/ ? C330 '� 3 ST S-T1-01---1�/A'� PRIVATE NE 107H 57 PER PAINT M`) 6Ugg� J ` °N I IP ..: F y?l S �- UP PAVEMENT V a��so G� o ,I, sF J• S 8 v TE RD(S) DIRECT ON S - ?Q 4 C330 FI ; .• SS ASS - UP-�, 6. THE TESC FACILITIES SHALL BE INSPECTED AND MAINTAINED AS NECESSARY OR AS STREET SIGN - P SS SS SS 6"PS AVE NE �� \3 � P INDEX � ��q °�� Ar CAP EX ; Q \\,w ss UP DO P RIGHT-°F-WAY - 356.6D' Q°w�� 9 SS DIRECTED BY THE COR INSPECTOR. , \ ,r o . .. C�` J J-' .. ..• .. .. ,. (PUBLIC , � �� -��r. °' P R- 597. 60 o S �i/ LU :s P P P AT P o-, 45'D4„ �. iN g"pS l:/: o-P P P P -�w �6��J JEFFE SON , E NE �• T o P f� C�//�� P vJ 6w W W �� O 8"°5�s `: t' =R..`:.'` °2 r CONNECT CONS CTI N STOR AT �' z`P 6W�- IN a- 7. PROVIDE TEMPORARY CHAINLINK CONSTRUCTION FENCING AS REQUIRED FOR SAFETY z ss f'�'�6.G�RB � ��y �� 29 � z"Ps P E I p SD GATI W9 COM ERpcCnlA_ �� - W� IN _ AND AS DIRECTED BY THE COR INSPECTOR. FENCING SHALL BE PLACED IN A p °°2 s� //P° �g C CB C7 A AER PAINT MAR C7 J✓ ��❑J W AER RPAINT MARION KS A ✓ N 4��a RF XOVkrIOLXP I P - P - P A, FET @ - �B [[JJ 12;p$Q (YP, MANNER THAT ALLOWS FULL USE OF ADJACENT FACILITIES. Cn P os• CA q`A/yL (�jjR�K P 1 P G G G PAVEMENT AER PAINT LOCATION �[J y �n T �JA� r�VL TZ.'G C�' ` 6.0 ..'..:r ., ;.....,. ,. .. ,,....;;: .. ..•: :. :e ::....: ..r ...: •., .., ..':,. .'.t.' ..... w, ..•.:.. 'y '.:...: .:.... .:.. .: 6CURBG 2 G G TYP) MARKS 33555 CC// JEFF U6' §B 2• G �1 2"c I p 8 .1. P , •. G ERSON AVE NE ..,..,.:. .r': .. TE RD(E) DIR L= - G -'� .. R• �*��, . F _ STREET SIGN ECTION Zi.Sg' IR HYDRANT. 6"w .: • '' c.. •., - a.r •.i "CURB , P :.P 5S" z"c R= F I � /SET. ,.. .C©roc..... ... .,..,....,•. •..-•'•-.� .rtye. 13. SA GE TO CO w x : '• 1 :wL..wAs. spat �Ev�Ar a-9,'z4 _ S, � PPRGX. 4�S- P'. � PROJECT SITE DOWN SLOPE OF DISTURBED AREA WITHIN 500 FEET OF THE �(� MA,K - �[ / CATCH BASINS � ( PER PAINT P ` Jcs•. G (TM �� AL L P G z"G cfh L1J x-wALK cA� e g / P P Q (� d Id' 9. STORM DRAIN INLETS AND CATCH BASINS IN THE ROW SHALL BE INSPECTED DAILY. WATER LEAVING THE SITE DURING CONSTRUCTION, INCLUDING WATER CARRIED BY TEMPORARYA� -o CU A X SS �� N °�� o°O Fo � 9" RIGHTu°F�WAY N aoo0o� o -, TRUCK TIRES SHALL BE CLEAN. IMPLEMENT ADDITIONAL SEDIMENTATION CONTROL SER CE T CONSTRUCTION FENCE ��® P�m�� c L oa°off ow METHODS AS NEEDED OR AS DIRECTED BY THE CITY OF COR INSPECTOR. 9 �33o:: SD ��° d'Doos 9 �� FIELD LOCATE (TYP) 9q SD s�\;y ° =9sq sD A �09 10. NO SEDIMENT SHALL BE TRACKED INTO THE STREET OR ONTO PAVED SURFACES. }I AO OC`90 ,9 c^ J�:�O`, V yl• COO•' o�F2� SD - SD PRO OSED STORE. TER �� J ��. ao�o %=ZT SEDIMENT SHALL BE REMOVED FROM ALL TRUCKS AND EQUIPMENT PRIOR TO LEAVING °yosy oG�G INFILTRATION FA�1LI PRESSURIZED DISCHARGE PIPE THE SITE. 9s� Z �w SEE TESC NOTE 2 T TYP 9� �� ,� FIELD LOCATE (TYP) I �Js �o°o �, RIGHT °P,WAY _ p 2 SILT FENCE ° (� °,w°.� Oo(� V QI T'oO ° GAT P R O g LOCATE w "° 39 RD. E° E C330 �A�s� :T PK NAIL � °\ �Z (" J�Vs�l OQ BOTTOM OF 6 C RB 1 \ Ia.' O o l DEMOLITION NOTES , Oi 30' 30' /WASHER � s . ,^, ; ; '::7 � m n J.O � RGW ROW �. >. .� ° .� .� ... < 0000°� EXCAVATION r w z �o,. 2 2 , ° °Q� APPROX 361.75a� �Fw°�ti N SNP C �DaoO m9 2 1. ALL EXISTING SURFACE IMPROVEMENTS AND UNDERGROUND UTILITIES AND ASSOCIATED F. F. � C ;,.s^�.n :'y. � '•� 9`Po \�� S ��5� = o ^ 1 o p TEMPORARY SUMP PUMP 9� ° NUJ ��o� s��y UTILITY STRUCTURES WITHIN THE PROPERTY LINE SHALL BE DEMOLISHED UNLESS NOTED _ O 0 Q Q 6w 2`'m. BOTTOM OF EXCAVATION `. SIZE AS NEEDED FOR ,�, o of tiz �. = J OTHERWISE. v, �O� A FIELD CONDITIONS s� Coo Js APPROX 357.25 FIELD LOCATE 2. ALL EXISTING SURFACE IMPROVEMENTS AND UNDERGROUND UTILITIES AND ASSOCIATED L S� =Y4J op 4 CgID UTILITY STRUCTURES OUTSIDE THE PROPERTY LINE SHALL BE PROTECTED TO REMAIN nJQ C /� ;#a;:...::: ; UP s °o�D�aQQCf) 8 IAg UNLESS NOTED OTHERWISE. 0 2 Q 3 C V an �$ yGo2 G�;. r�oy Oo a 3. UNDERGROUND PIPING AND STRUCTURES TO BE DEMOLISHED SHALL BE REMOVED P :: CONSTRUCTION WATER y C�Doo �"' `f' �` �O:.•'F...', �!`9`s 9qq L�A- COMPLETELY FROM THE GROUND UNLESS NOTED OTHERWISE. �. 29 QUALITY MONITORING POINT J ` f _ /n 9 m 6"PSD S Q 'o �•P o O S F2 s o L 4. ANY FEATURES INTENDED TO REMAIN THAT ARE DAMAGED DURING DEMOLITION OR I CONSTRUCTION ACTIVITIES SHALL BE FULLY REPAIRED AT CONTRACTORS EXPENSE AS LEGEND n Q o a c ' DIRECTED BY THE OWNER. co % n !r' P �S° ° 'JPgP°� A9q 7. s 5. PRIOR TO DEMOLITION ACTIVITIES, VERIFY THE DEPTH OF EXISTING UTILITIES TO REMAIN PROPERTY LINE �99� �P9°t WITHIN THE LIMIT OF WORK. __j Vo SEDIMENT TRAP DO > ' > �s y > MIN SURFACE AREA=1,234 SF C330 6. REFER TO ELECTRICAL FOR ELECTRICAL DEMOLITION SCOPE INCLUDING, BUT NOT LIMITED TO, SILT FENCE $sT° 20 a QS FIELD LOCATE L 0� s� LIGHT POLE REMOVAL, POWER AND COMM. DEMOLITION, ELECTRICAL VAULT DEMOLITION, AND •�' ```��' � °�P m �° � °°"ti` DISCONNECT FROM POWER SOURCE. TEMPORARY A 5 INTERCEPTOR SWALE o CD 000NSTRUCTION FENCE r �31FIELD LOCATE (TYP) �S a 7. REFER TO LANDSCAPE FOR TREE PROTECTION AND TREE REMOVAL. CD „'� DITCH CHECK DAMS EXISTING UTILITIES SHALL REMAIN IN SERVICE UNTIL SUCH TIME THAT THE REROUTE OR a U .. V •rci.: o �7 �� 0 > > > INTERCEPTOR SWALE' �2°�2 s ,�A,. '' �3OFIELD LOCATE (TYP) _�;' ..:?;: a°�� s� REPLACEMENT CONNECTIONS HAVE BEEN MADE. SHUTDOWNS FOR UTILITIES SERVING OTHER �c PARCELS WILL NOT BE ALLOWED (OTHER THAN ON A TEMPORARY BASIS FOR RE-ROUTE). cn C DITCH CHECK DAM SEE ARCHITECTURAL FOR �° ::`F °�� o F° M UTILITY RE-ROUTES, WHEN REQUIRED, ARE TO BE FULLY IN PLACE PRIOR TO ANY SHUT o m BUILDING DEMOLITION 040 DOWN. rn4 Ln N. y t^ TEMPORARY SUMP ° 9. DISPOSE OF EXCESS DEMOLITION MATERIAL OFF -SITE IN A SAFE AND LEGAL MANNER. o © PUMPCD x \/\/ ° ?',.::.;..,.: �o�W:.. GARB 6 A9s _ 10. MAKE VERTICAL SAWCUTS BETWEEN EXISTING PAVEMENT TO REMAIN AND THE PORTION TO OO CATCH BASIN INSERT 9 6 '�5 BE REMOVED. PROTECT IN PLACE PAVEMENT OUTSIDE THE SAWCUT LINE. CD C t �o o•F o 16'�..�.L�`'o. o J FLOW DIRECTION '�s ®�° / a� 9P�s _." ; + 11. HAZARDOUS MATERIAL ABATEMENT BY OTHERS, IF NECESSARY FOR BUILDING DEMOLITION. CD CD M UTILITY CAP y� ��''" r R ON6 p` ,�.: 12. REFER TO C600 FOR STREET SAWCUTTING AND DEMOLITION. t4,. 'S10EW �" JEF�'� + SS .t O .. 6^ CAR �. ss. SAD .a. .�::. Q(D PRESSURIZED - �E `RE G�RB �: R 419907 z SDSD A 6 :..: %X DISCHARGE PIPE Ss �` JEFFERS °F-WP) ��5 J. w p \\ e' RIGHT, (9050, N 6p5p0 E Zpzg4 a .... a�0cn1g92 0 was IN COMPLIANCE WITH CITY OF RENTON STANDARDS p CD ax oy��sEdE ✓ !p w 4. AD c 4 Sp rj \ O C0CD µfT GONC WALL m, m � CONSTRUCTION RECORD DRAWINGS a 0 10' 20' 40' o� ISTEg��' m sO \ so 0 4276 THESE RECORD DOCUMENTS HAVE BEEN so J - a Call 811 �SSIONAL � 1601 5th Avenue, suite 1600 two business days Seattle, WA 98101 Michael Ruether (THE I Dakota Simurdak (TH E 9P 1 inch - 20 feet Y PREPARED FROM THE CONTRACTORS before you dig 10/14/2024 206.622.5822 REDLINED MARK-UPS OF THE CONSTRUCTION CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY www.kpff.com THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON E m DOCUMENTS. THE ENGINEER REVIEWING THESE 1 CIVIL CONSTRUCTION PERMIT CMK 10 19 21 TJE s"'V''ED' VERTICAL: NAVD 1988 CITY O F 00 RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 12 20 21 TJE AS SHOWN HORIZONTAL' NAD 19W/1991 THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF DESIGNED: �; ,� 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 02 18 22 TJE N NOT RESPONSIBLE FOR ERRORS OR AS OF 10/29/2024. 10/29/2024. 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE DRAwN: pc, JY� RENTON OMISSIONS IN DATA OR CERTIFY THE ONE INCH DATUM 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: AT FULL SCALE Planning/Building/PublicDept. ACCURACY OF THE INFORMATION PROVIDED x /vr/��iae�lCuet�iew x Dakota �ssruwda� CB IF NOT ONE INCH Works BY THE CONTRACTORS AS -BUILT REDLINES. NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY CD x TJ E a w z D RENTON SUNSET GARDENS 10/14/2024 z FlELDBOOK: 2900 NE 10TH ST, RENTON, WA 98056 z PAGE: O DRAWING NO: C300 z LU SITE DEMO & TESC PLAN SHE: 07 0"44 Ir DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 VrnJ V / I O I W I- v Z W rr //////< G W v / Z A./ Z O I- Z W 3 J I- w U W O P7 r7 U I U (/') LIJ I O O M U I (n I C� cn I J O] C� Q m I Q N O / U) a J I O / C CT U) O) 0 Q U CD O C / c) LLJ U � co CO 1= Z3 I (!) ___) C �] O V) C < 0 O' X Ln OCD / O X O N C',J N � I C37 m cr) � CD o I O C7 N c) I � CD O J O m CD cn O Q N 4' MIN. 12" OVERFLOW 12" DEPTH 2" - 4" ROCK DEPTH OUTFLOW CHANNEL IF 24" MIN. SETTLING DEPTH CONSTRUCTED BY 0 EXCAVATION LIF1 5' MAX. 3.5' - 5' T FILTER FABRIC FENCING /\ \ 1/2" 1.5' MIN. SEDIMENT STORAGE 12"DEPTH 3/4"-1 WASHED GRAVEL CROSS SECTION OVERFLOW SPILLWAY V MIN. WIDTH 18" SEDIMENT STORAGE 24" SETTLING DEPTH & 12" DEPTH OF 2"4" ROCK, 12" DEPTH OF 3/4"-1 1/2" WASHED GRAVEL. NOTES: 1. MAYBE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS) STD. PLAN - 211.00 c •116 PUBLIC WORKS APPRRRED: DEPARTMENT SEDIMENT TRAP GAZ 9/28/2018 1 DATE AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 20H:1 V (OR LESS) 3-5 % 300 FEET (10 TO 20)HAV 5-10% 200 FEET (4 TO 10)H:1 V 10-25% 100 FEET (2 TO 4)H:1V 25-50% 50 FEET 1 C300 4 5 rjnn 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 2' MIN. 6' MAX. I I I 12" MIN. POST SPACING MAY BE INCREASED 4"x4" MIN. TRENCH TO V IF WIRE BACKING IS USED I I I ,u " OR 3/4"LL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL 2 x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. ADS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC' MINIMUM GRAB TENSILE STRENGTH (ASTM 04632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 61NCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 214.00 c PUBLIC WORKS SILT FENCE [7GAZ9/28/20181DEPARTMENT DATE SECTION A L L = THE DISTANCE SUCH THAT POINTS B r 18" MIN. A AND BARE OF EQUAL ELEVATION _AA SECTION B NOTES: 1. CONDITIONSOFUSE BOTTOM OF DITCH 1.1. WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 6 INCHES SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET OR NET. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 217.40 c PUBLIC WORKS DITCH CHECK DAMS PPR D. 9/28/2018 1 `1� DEPARTMENT GAZ DATE / X U / /r E> oN I aN / I X / c� z TDO x m� CONSTRUCTION RECORD DRAWINGS I m THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE PREPARED FROM THE CONTRACTOR'S CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY REDLINED MARK-UPS OF THE CONSTRUCTION J m DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON O CO x RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF / NOT RESPONSIBLE FOR ERRORS OR N OMISSIONS IN DATA OR CERTIFY THE AS OF 10/29/2024. 10/29/2024. ACCURACY OF THE INFORMATION PROVIDED x��ae�A&el ew x Dalota fl�raehl BY THE CONTRACTORS AS -BUILT REDLINES. CD X 2 C300 1 CIVIL CONSTRUCTION PERMIT 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 CIVIL CONSTRUCTION PERMIT REVISION 5 GRADING, STORM, AND PSE UPDATE NO. REVISION GQONO R = 25MIN. 4"-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS CONSTRUCTION ENTRANCE NOTES: 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY RI PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. \ 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 16 MIN. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHIWIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30%MAX. (,WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBSMIN. ADS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAYBE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 31. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 12. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 215.10 • PUBLIC WORKS -AP PROVED : URDEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 I DATE 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 APPLICANT'S 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. S. 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 WASHOUT 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 1ST 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 213 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 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS) STD. PLAN - 268.0JDATE c PUBLIC WORKS EROSION AND SEDIMENT CONTROL PPR °: DEPARTMENT STANDARD PLAN NOTES GAZ 9/zs/z u.w.,x:Ad..", m.r C M K 10/ 19/21 TJE SURVEYED: C M K 12 20 21 TJE DESIGNED: CMK CMK 02 18 22 TJE CB 06 17 22 TJE DRAWN: DC, JYL CB 12 20 23 TJE CHECKED: ce BY DATE APPR APPROVED: TJE 3 �00 4 V00 �WAS&N'(�, 0 • 42764/ TEgCa11811 SNLEAV�� ® two business days before you dig 10/14/2024 SCAM*VEffn_ HORIZONTAL WD 1983/1991 AS SHOWN ONE INCH DATUM AT FULL SCALE IF NOT ONE IN SCALE ACCORDINGLY 5" MAX. DRAINAGE GRATE TRIM GRATE FRAME _ C_ OVERFLOW BYPASS d• BELOW INLET GRATE DEVICE u? SEDIMENT AND DEBRIS ' FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) Q 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 c PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 I DATE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CITY OF RENTON Planning/Building/Public Works Dept. 4 a Vo 1 L_ -E H • H R-419908 z w IN COMPLIANCE WITH CITY OF RENTON STANDARDS p a w U) Z RENTON SUNSET GARDENS 10/14/2024 2900 NE 10TH ST, RENTON, WA 98056 z FIELDBOOK: PAGE: O DRAWING NO: C330 W S" STANDARD TESC DETAILS O8 �`44 Ln 'T^ u / O O T N M N H • H T N a J 7w,ON- H z W r) rr a w z D z O z w oC NOTES • ■ �i a., _ — —. 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LO DOCUMENT EX GRADE PRIOR TO CONSTRUCTION. LO C) 0 LEGEND cv — — — — PROPERTY LINE BUILDING LINE BUILDING OVERHEAD 360 MAJOR CONTOUR 358 MINOR CONTOUR ..................................................... GRADE BREAK -- - - - - - - - - - - - - - - - -- SAWCUT 360.0 SPOT ELEVATION 1.50% SLOPE ROCKERY WALL 161 AJ H • H N a J w Q U to o = Z U J Uf Q 0- C) co TOP OF WALL (TW) p a a SURFACING PER C600 CO I a N SITE WALL PER LANDSCAPE, SHORING, OR STRUCTURAL BOTTOM OF WALL (BW) SURFACING PER C600 ��/\��/\�, TOP AND BOTTOM OF FOOTING PER LANDSCAPE, �� ° . ` a '• �� SHORING, OR STRUCTURAL NOTE: WALL SHOWN IS GENERIC AND INTENDED TO SHOW WORK POINT FOR GRADING AND SPOT ELEVATIONS. REFER TO LANDSCAPE, SHORING, OR STRUCTURAL FOR WALL DESIGN. SITE WALL WORK POINT DETAIL NTS 1' �`° � Gi1`L':':':':':':':':':':�.'.. Fk :'..�.':.a 83+ O� r7""""""NPERPENDICULAR CURB G �`�' ��m . 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THE ENGINEER REVIEWING THESE 1 CIVIL CONSTRUCTION PERMIT CMK 10 19 21 TJE S"''ED' s RENTON SUNSET GARDENS 10/14/2024 SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY HORIZONTAL NAAD 1983/188� CITY 0 F �! I RECORD DRAWINGS HAS NOT WITNESSED ALL 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 12 20 21 TJE DESIGNED: AS SHOWN Z THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 02 18 22 TJE CMK 2900 NE 10TH ST, RENTON, WA 98056 PAGE. OK: O NOT RESPONSIBLE FOR ERRORS OR DRAWN: RENTON PAGE N O AS OF 10/29/2024. 10/29/2024. 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE Cc, JYL • DRAWING N0: OMISSIONS IN DATA OR CERTIFY THE ONE INCH DATUM 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: AT FULL SCALE Planning/Building/Public Works De t C400 ACCURACY OF THE INFORMATION PROVIDED x /vr/��iae�l�uet�e�` x Dakota �ssruwcia� CB IF NOT ONE INCH Dept. w o X BY THE CONTRACTORS AS —BUILT REDLINES. NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY GRADING PLAN TJE 10 44 SHEET: OF: Ln 'T^ u / O O T N M N H • H T N a J 7w,ON- H z W r) rr a w z D z O z w oC 0 LU I- (!) 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O 00 p - ° pp R. gyp. ° � :v � : n Lc) p p ° : 1.207. R VP,v .. .v n °c n, v D• o:• °. D. v �b` ° I O �' � � o� v .p vn n a '364' 5.0. s�;' o� TC 364.68 (EX) ' I o ":. :.;:.._ ._ ^� . P �9. \6� o ° o . `FL 364.26 EX n ............................................................. ° 0 � Q O I o x 0 (mo DRIVEWAY & PERPENDICULAR CURB RAMP 0) J CD CD N CO E - JEFFERSON COMMERCIAL I o J SCALE: 1" = 5' O m O CO CD N / X U � �r E> oN aN �I x i c.� z CD CD w T� x m CONSTRUCTION RECORD DRAWINGS m m THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE cn PREPARED FROM THE CONTRACTOR'S CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY REDLINED MARK-UPS OF THE CONSTRUCTION E N DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY x THE ELEMENTS OF CONSTRUCTION AND IS THE REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF NOT RESPONSIBLE FOR ERRORS OR N OMISSIONS IN DATA OR CERTIFY THE AS OF 10/29/2024. 10/29/2024. ACCURACY OF THE INFORMATION PROVIDED x lffl��ad leaedew x Dalota &1sraehl X BY THE CONTRACTORS AS -BUILT REDLINES. CD C100, C�400, C600 1 CIVIL CONSTRUCTION PERMIT 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 CIVIL CONSTRUCTION PERMIT REVISION 5 GRADING, STORM, AND PSE UPDATE NO. REVISION F C 356. 44 '��°o°°° ° 355.54 E °° TC 355.97 ooc000t boo°00000 ° X FL 355.46 °000 °000 ° PERPENDICULAR CURB RAMP PER WSDOT STD F-40.15-04 356.30 356.30 • Ln o ,^ 'M R W c 01 PERPENDICULAR CURB RAMP PER WSDOT STD F-40.15-04 TC 356.07 4.0.. w FL 355.56 oo0o00o0 °1.50W 356.30 °o°°Oo ° tK n . oo o � o a °o o000 Uo °o° o .5 TC 356.17 7.56q p.564'I/�` 356 35 FL 355.67 8.0' PERPENDICULAR CURB RAMPS NW - 10TH/JEFFERSON (COMMERCIAL)/*"-1 SCALE: 1" = 5' C100 C�C600 _ _cQ.�'J ...................................... .'.) : 5.0' ... '.. ........:.:.:.:.:.:.:: a 5.0 0 o °o°o°o°o o N +'• o°0000000°. . 4 .32q:.e ° o' o - - PARALLEL CURB RAMP PER - _ WSDOT STD F-40.12-03 42.8[rSTA 20+35.70, 1' RT PC STA 20+34.83, 41.04' RT6 ))C ��hhhOchh G p. �36' °m°° I o°o°o°000 6, o°Oo°°°° °°°° o. o oy o� TC 356.19 (EX) FL 356.18 (EX) /� 0 PAR LEL CURB RAM PER WSDOT STD F-40.12-03 l APT S 20+49.14, 1 . 7' RT `TA. 20+55.96, 17.95' RT)\ TC 356.11 (EX) OG FL 355.61 (EX)) PARALLEL CURB RAMP SE - 10TH/JEFFERSON (COMMERCIAL)i1 SCALE: 1" = 5' C100 CO�C600 R v ' p v v n O p C 369.87 '0 O% �2 369.930 0369.81 / v n j� 369.8�7 - . n. ° p \ 41 � 0V 00000° TC 369,62 1 FL 369.10 1.S °°°°o�o�o° pgo°o°° PE RB RAMP SDOT STD F-40.15-04 r �,. T O O N H • H N a J H • H PARALLEL CURB RAMP PERPENDICULAR CURB RAMP W - JEFFERSON COMMERCIAL 6 NW - 10TH JEFFERSON RESIDENTIAL) /00'� SCALE: 1" = 5' C100, CC4400,C600 SCALE: 1" = 5' C100 C4O�C600 R-419912 z �'� S J. h, LU IN COMPLIANCE WITH CITY OF RENTON STANDARDS p 3 a A� ��4IST 276 �0 • Call 811 o��sSIONAL E��`�� 1601 5th Avenue, Suite 1600 LLJ ® two business days Seattle, WA 98101 before you dig 10/14/2024 206.622.5822 Z www.kpff.com D CMK 10 19 21 TJE (1) SURVEYED: SCALE HORIZONTAL*N � 1983/11991 CITY 0 F RENTON SUNSET GARDENS 10/14/2024 CMK 12 20 21 TJE DESIGNED: MK AS SHOWNU 2900 NE 10TH ST, RENTON, WA 98056 FlELD900K: z CMK 02 18 22 TJE O DRAWN: RENTON PAGE: CB 06 17 22 TJE �c, JYL DRAWING NO: CB 12 20 23 TJE CHECKED: ONE INCH DATUM ce AT FULL SCALE Planning/Building/Public Works Dept. C430 z IF NOT ONE INCH w BY DATE AP P R APPROm: J E SCALE ACCORDINGLY GRADING ENLARGEMENTS SHE: 12 �` 44 � 0 Z W Q (D W cn Z /D c Z O Z W cc a C-D J z w I 0 Q CD c / � Q U Vn U ccn C, Of <n I J _m _j(n c QX m J m Q I N U O a> I � J m a V7 Q jX J o I TC 372.30 FL 371.80 (EX) s STA 84+70.63, 15.54' LT TC 371.99 FL 371.99 ° PARALLEL CURB RAMP PER °000000� �,� WSDOT STD F-40.12-03 oo° 00 A TC 372.09 °°°°°°° h� FL 37i ooN 0000 FL 372.09°°°°°°°°o °° 000000 o.° TC 372.63 FL 372.13 PT STA 23+16.12, 18.52' LT P v 1.506 373.77 TC 373.70 FL 373.24 (EX) o 0 373.71 (EX) TC 373.88 (EX) FL 373.48 (EX) STA. 23+21.21, 18.52' LT PARALLEL CURB RAMP NE — 10TH/JEFFERSON (RESIDENTIAL)�i1 SCALE: 1" = 5' C100 C, 400 C600 I h1 o �h� /��, tK h o0 ° v ° PARALLEL CURB RAMP PER WSDOT STD F-40.12-03 ° ° vp LOC ARC Y o g od. �Ghh1�1 \ P AUNT M � v 4.1' � EX PARALLEL CURB RAMP SE — 10TH/JEFFERSON (RESIDENTIAL)�21 SCALE: 1" = 5' C100 C400 C600 .. otK o• �r \ • „ e , d •• V e d Q• .h ^h ha e A. O . d V 00 SEE ARCH FOR — TOP� i CD M o� oQ COMBINATION CURB RAMP GRADING ENLARGEMENT W — JEFFERSON RESIDENTIAL) K*"3 EXTERIOR STAIR LANDING I Q� cn %X SCALE: 1" = 5' C100 C,� C600 / U z CD C-D w mco X m� CONSTRUCTION RECORD DRAWINGS m THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE PREPARED FROM THE CONTRACTOR'S CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY REDLINED MARK-UPS OF THE CONSTRUCTION Q DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON X RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF / NOT RESPONSIBLE FOR ERRORS OR o OMISSIONS IN DATA OR CERTIFY THE AS OF 10/29/2024. 10/29/2024. ACCURACY OF THE INFORMATION PROVIDED x /��iae�/�uet�e� x Data �iKru�cia�C BY THE CONTRACTOR'S AS -BUILT REDLINES. U X SCALE: 1 " = 5' 4 A caoo v � `hh1. hpp. ° hppp o o ° O 06 0 V, �. o; pg �1 tih ° 00 ° o ° v ° ° o o. ° ° o 1 "v ° o^ o ° 00 hhp o Q� o o ° �o 0 SEAT WALL (SEE LANDSCAPE) V. n �o o� p` °o Q� `L ,� o� hoop• hcopo hpp. ° o pv SITE I RETAINING WALL (SEE STRUCTURAL) v° I `o'\pco co�p0 h�op`L Doti �hNhpp. h SEAT WALL (SEE LANDSCAPE) GRADING ENLARGEMENT NE 10TH STREET ENTRY SCALE: 1" = 5' 1 CIVIL CONSTRUCTION PERMIT CMK 10/19/21 TJE SURVEYED: SCAM vERTlcnl: NAw � 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 12 20 21 TJE AS SHOWN HORROWn% W 109 1991 oE�cN CMK 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 02 18 22 TJE 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE DP'4": DC, JYL ONE INCH DATUM 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: AT FULL SCALE CB IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY TJE 5 C400 3H:1V MAX o ° ° X U — �J 6 ° 0 °o v v p p / TOP OF MOUND MAX HEIGHT = 18" ABOVE �9 ADJACENT GRADE FIELD GRADE PER LANDSCAPE ENSURE POSITIVE DRAINAGE (TYP OF 4) ° ° EXTENT OF MOUND v ° v SEE LANDSCAPE FOR HORIZONTAL CONTROL I(TYP) ° G7 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CITY OF RENTON V'R VAS17 Planning/Building/Public Works Dept. SEAT WALL (SEE - LANDSCAPE, TYP) GRADING ENLARGEMENT MEMORIAL GARDEN SCALE: 1" = 5' LO T LO C) O N WE T N J 7 H T N R-419913 A z IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 a 0 w U) Z D RENTON SUNSET GARDENS 10/14/2024 z FlELDBOOK: 2900 NE 10TH ST, RENTON, WA 98056 PAGE: O DRAINING NO: C431 W GRADING ENLARGEMENTS SHEET. 13 �`44 � NOTES rn SEE C801 FOR WATER MAIN ROW EXTENSION CONTINUATION PP 30' N O I F N047.499979 I I W122.179431 °m L A. W q 0 � � r f ti0u J� y P P J�1 ASP Li J �'• om -VC. PAVE EN I DRO ASPHALTCONC c�. �>� (� N 047.499361 u \° for r0 SIDEWA K - WAY"Pg- PAVEMENT �;.�y II O s I APPROX. LOCATION o 0 10» W N I - os. ' IyIyIIJ PER PAINT MARK F � �N ASPHALT + Z PRI V 1 7 I I (NP) Cu6"° z v J o -- --- � � PAVEMENT W 0 I Dx J OP°° 4 8"PS STR ET SIGN AVEy�N \lj I YV ^a> w YY w Q / W INDEX WN YN L=355. 50' gpAg� — INDE NEw—W 6'PS�'5 =12'45'04' 6' w /Q 8"PS � ti + 6"W � ?12"PSD 12'PSD JEFFERSON 6"W VE NE _ w v 6,_ R9 ��;y I o 2'PSD R'PSD I (PUBLIC RIGHT-OF-WAY 1. SEE C600 FOR UTILITY PAVEMENT RESTORATION IN ACCORDANCE WITH RMC LO 9-10-11. T LO 2. SEE C700 FOR STORM DRAINAGE INFORMATION. C) O 3. SEE C800 AND C801 FOR WASTEWATER AND WATER UTILITY INFORMATION. N U 4. SEE C900 FOR TELECOMM AND POWER INFORMATION. 5. SEWER, STORM, AND WATER SERVICE POC CONTINUATION BY PLUMBING. 6. POWER AND TELECOMM POC CONTINUATION BY ELECTRICAL. 7. REFER TO STREET LIGHTING FOR STREET LIGHTING INFORMATION. LEGEND + ° OCATION X. Loa. J+PO° ASPHAL - - - O A ER PA T MARK - - RC 53+81 uW I I g3u� PR .LOCATION ppVEMENT (TYP L � EF W 49+47 �� G� G2 G PAVEMENT �, %. T MARKS — oN 2"PSD_ _ _ _ PROPERTY LINE rnI o' R PAINT MARKS `o _ oy° 2m AVE NE no = J R-) - = O -T - - 29 JEFFERSON I o° SET PK NAIL co =g• •53^ E) DIREC N L Zi.Sg' J O LOCATION I o° W/ WASHER SIDE ® CON G R 13 APpROX. J - W w WATER < 12" PER PAINT MAR % '' Q _ "24 5 O %� o g c o c T 9ti o o • N _ u IX -WALK z 6"Du — _ :. q .0. WATER > 12" . -- __ — N O \ —°' --- — ❑❑ fie❑ ❑ ❑❑ ❑❑ � - Q CGR ° o ❑ ❑ ❑ ❑ ❑ ❑ ❑EV° 9 F , w IFS -IFS FIRE SERVICE A - m • • • - - - ❑❑ 30130 ❑❑ ❑ ❑❑ ❑ ❑❑❑❑❑ �e RIGHT-BLIC , eom W w N047.500260 SS SS SANITARY SEWER s IRRIGATION SERVICE ��°� 9�9 ��F9 (SEE LANDSCAPE) IJ --- --- --- ELECTRICAL CONDUIT i PP 3D DD' 6 SS POC 2" COMMERCIAL G°�� --- __N047.500258 op SIDSID STORM DRAIN WATER POC ELECTRICAL POWER POC I °P °� W122.178811 _ » VACgTEG PER (2)-3 PVC _GRD_ N\ -- PERFORATED PIPE ° s4" RESIDENTIAL G RB 30' ET PK N L ,�°, ,l w ROW /WAS HE WATER POC ELECTRICAL POWER POC _ ° TRENCH DRAIN Ao TELECOMM POC (4)-4" PVC PF°a� 2F� mpg T ° =X Q�w�s�9`°may PIPE DAYLIGHT (2)-4" PVC a Js ? � to f 6" FIRE POC --- -- — --- A� °�� °°s.°Puw�ss O a / m ; O ti z rG I O = G ELECTRICAL POWER POC � L i (6)-4" PVC # i °sm m AREA DRAIN T N 6 SD POC Fs EX PROPERTY LINE ux� (TYP) M y9g PR PROPERTY LINE y �2° ��y 4�P SDMH (TYP) 6" SD POC 9 J • / rPP G! 9l�r I 6"PS I r O o SDCB O 6 Gov O I s D 0.7' 4•° >,e's�.�'4! -O-4;�°�,,�`��r�°"�," `�'v°.'0�' Q .0' 9'sOy LC)l j5.7' ` o. ,., / co I` ��y m 9 • SDCO, SSCO RTA N SEE PLUMBING FOR ° ' BELOW STRUCTURE %x `9ys J II -3-f DRAINAGE ° }\^\ �J 9�s°9 q�PgP°t ► FLOW DIRECTION -/ `PiroiT O I -e-s.-£..-•>r•-°-°-°. '°'n 9P 0 92! m.,o 0 o Z a.r l�;b°o �ou`,.lr�R?u ice• w's°,° ',r2 liqi J 9 W �0 cn � o sue. T 1 A O _• -a .-'e.-•r. -r r, r. •>r•°-°-° -ro . Q^ o ss UTILITY POLE ¢o aQ ilola l II ❑mr 4 VALVE a n J X - o° I ck I / I G O E; > I �9sq I s Q THRUST BLOCK co QI yI I O gati, 4 ELECTRICAL TELECOMM VAULT o X I O. MOJ I i N o 0 0 9� � s ��F / SLEEVE CD + ° N _ � Zi • � 1 I v a l II �•• ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ INFILTRATING BIORETENTION PLANTERqg / a� ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ 00 J I 5\DEWPIK / O m ---' ° - • • 6'GRB 00 V-, I PERMEABLE PAVERS SEE LANDSCAPE I 7ir1t'?gq n21I X 1 2 W I PFA FO ! O CD / f i 156.1 VLL 9i ! oI Yq-` N 1 p5• C,. r — / y9s p,NE NE �� `�� GRAVEL FILLED INFILTRATION CID ERSON °.°.°: °� ��° q ^ GGNG �EFF ESS� /:``� TRENCH O EN��A` A X R - 419 914 o / I wok\ Arn. oOo V E i ,�W �� \ 6'CURO coWp CD CD �ssFER P / W" 10 W S,oE J E � R\ W C0 (T3�212 NCs36g 92 U I m � i9C SO. r-doo W N 16 05 R\M' �o'Go G W I S-419901 0 10' 20' 40' S= An�t�� W �EE H )SE� 369 6/ / O I W /J vr, % C W-419901 1 inch = 20 feet z / X I ° y SU RES CGNC WPL 4 P°A •C K7 J. of wasH s�y 9s�� IN COMPLIANCE WITH CITY OF RENTON STANDARDS p � °u,,� ,�� a5 3 ° a ;s°P9P\,G✓/ C� LLJ m 1-000NSTRUCTION RECORD DRAWINGSIST °y � �4276 m Call 811 o��s10 NAL E��`�� 1601 5th Avenue, Suite 1600 W THESE RECORD DOCUMENTS HAVE BEEN ® two business days Seattle, WA 98101 C� Michael Ruether (THE I Dakota Simurdak (TH E PREPARED FROM THE CONTRACTOR'S before you dig 10/14/2024 206.622.5822 Z 0 REDLINED MARK—UPS OF THE CONSTRUCTION CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY www.kpff.com THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON (� DOCUMENTS. THE ENGINEER REVIEWING THESE 1 CIVIL CONSTRUCTION PERMIT CMK 10 19 21 TJE suI�D: s DATE. �� NAw 19� CITY OF RENTON SUNSET GARDENS 10/14/2024 x RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 12 20 21 TJE DESIGNED: AS SHOWN HORIZONTAL: NAD 1983/1991 U z / THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 02 18 22 TJE CMK 2900 NE 10TH ST, RENTON, WA 98056 PAGE. OK: O NOT RESPONSIBLE FOR ERRORS OR D� R E N TO N P"D� N E AS OF 10/29/2024. 10/29/2024. 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE Cc, JYL DRAWING N0: OMISSIONS IN DATA OR CERTIFY THE ONE INCH DATUM 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: AT FULL SCALE Planning/Building/Public Works De t C500 ACCURACY OF THE INFORMATION PROVIDED x��iae�l�uet�ew x Dakota �iuwcia� CB IF NOT ONE INCH Dept. 11J o X BY THE CONTRACTORS AS —BUILT REDLINES. NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY COMPOSITE UTILITY PLAN SHE` 14 �`44 Ir rn LU y I C I SEE C801 FOR WATER MAIN 30' ROW . , ' EXTENSION CONTINUATION ROW :. 2" ASPHALT GRIND & OVERLAY (TYP) >:' ='`'. MATCH LINE _ CEMENT CONCRETE TRAFFIC A.SEE SHEET A CURB AND GUTTER C631 6 Ao I iy MATCH LIN - SEE Sp 2 _=x = C620 ASPHALT PAVEMENT (TYP) PARALLEL CURB RAMP ° j�� ` _� PARALLEL 2 C632 PER COR STD 103 (TYP) C430 0 CURB RAMP C430r5 _ PERPENDICULAR CURB RAMP u PA ASPHALT . �... . . . - ' ....... i'.ti .... Q. PAVEME NT W :. T ., :. . �. ...: :..., .;-..�� .... '.S�R� .. "CURB y '�.ti: ' PARALLEL 6 /—+ "+ "' o N ASPHALT PER PAINT MARK zv DRIVEWAY _ PAYMENT �30CURB RAMP ' a �nP) 6"CURE X q VE NE >x C630 �3O .... "� 79+75 INDEX (PUBLIC RIGHT-OF-WAY 51+00 �" JEFFERSON AVE ENE 52+00 ,. 20+00 �— _ _ 1 U Ilv x H VE (COMMERCIAL ACCESS � NE 53 OO B^W� a"W-A �� _ °y SIGN POST +47 l _J � (PUBLIC RIGHT-OF-W �— _ 50+_00 N047.499551 5J, AY' I / g APPROX. LOCATION A I APPROX. LOCATION — I p APPI W122.179477 o g O N ER PAI NT M(RI O ASPHALT ) ER PAIN y °G PER O PAVEMENT ROX. LOCATION `(� (, yO ER PAINT MARKS A ) u JEFFE ON AVE NE L 3 G P (TYP PERPENDICULAR L `2 2 E R� 7.51..' . Q ) DIREC710N Lc21.5g' 1 CURB RAMPS o VErbH''=1357• 4 a PARALLEL PR LOCATION C430 �• F s, NT MARK I . • ' : ''• � � d CURB RAMP RP �, " E � - � . - � � <. ' a 2"GJ! d G �fn C430 — 0 tie>^. z - u X-WALK � ,a 6"CU u 0 - •• 9� •• .... N - CURB ^' d O ❑ ❑ ❑ ❑ ❑ ❑ ❑ .•....... •..•. '•J q p �' 9 �°rns 0 0 ❑❑ ❑❑❑❑❑❑❑❑ ❑❑ ❑ ❑❑❑❑ ''' RICH SIGN POST p ❑ ❑ ❑ ❑ �,••�••.•,•••••.•,-•�:• • � GE_Wav sm N047.499390 0 o o b �........••. ° • Ro SIGN POST `J EX PROPERTY LINE _W122.179458 �q� •. # ;•'•" "6�•;.�,oY' ', •° • < ,9 ° o �.' N047.500145 q s -- ' ..� ° W122.178877� A- (TYP) SIGN POST 9 PR PROPERTY N047.499366 ° °°� :......... _ LINE TYP W122.179407 " ...... • • • • • ° (TYP) , PERMEABLE PAVERS �� °� ° ',^ `. RIG OF_W J •1.•........... J I ORDN �oO WAY '.. B21 FOOTING PER KING' I SEE LANDSCAPE (TYP) �...:.:.:.:.:.:.:.:.:.:.: 39 COUNTY METRO STD D103 �y ""' bOURB 'nr ROW ��F .......... •••Fie ......... V O FFE=360.25 8' BU �S�E 4'� _A BUILDING LINE (TYP) :....: tiz PARKING STALL 3 # y� F :w........, '..w. o y d °s CONCRETE PAVEMENT PAVEMENT (TYP) C�32 dt ~± B A PER STRUCTURAL N T , C620 no _ : / Z J 01 LLJ '.w d ... a. ' d 0 4 d • AFT<s A. 60 PRECAST CONCRETE s, ... a g :•,•, ,. • • .. 10.0' VEHICULAR 4 o tj 4. ` • ... .. . a • d d "A ........ ��.. ,.. :a:.. CONCRETE PAVEMENT C632 �32WHEEL STOP TYP a a d� d ......... ....... .... o . .. .. ..... ..... ........... ..... < �... ...... COORDINATE SLAB EDGE :_�: ' :::::: ' ...... . N I N BUILDING OVERHEAD �. : a , :::: d �. add. d :::::: WITH TRENCH DRAIN _ . (TYP) d �`ti :..'. ,... �o .•.'.. qq O d• `! "� ' ..•.. �.. ...... ................... ...•..•. •. ...... .. i� nn PERMANENT SHORING WALL 1 d .a a / x Y W »9y� O I I C a d / 2" ASPHALT GRIND sue$ °�p W d .°s d ALONG R (SEE SHORING) L ' m o o & OVERLAY (TYP) b .... J cv I I tp O Q. Q a. of < d e a d .... CD�• 'Q d n a d ASPHALT PAVEMENT Oa 'i• •�.................. (TYP) C632 mN: •': it 011 ,' •mo� :d a ....•....•....•....•....•....•....•....•... C CO PPS I I ° r a ,•A. ° '* ....................... . r6IIIIIEWALK PER COR : a. Q •' Q �. :::: ::::::::. O o A9s M e e, d, o X �30STD 102 TYP 9�� Q : a , a N (TYP) a a 9 I e� OO o I 4 b ... .. °pyo �V / m a, !a' A e d • o 02 P r] . a a6, • •, ,� ................. ... t] A d 'Q .............. ° • M� CEMENT CONCRETE o p A d®e �;'" a. 4 �' F°°��° ,�� •• CEMENT CONCRETE 1 a 1 TRAFFIC CURB AND + ® :. :� TRAFFIC CURB C630 C63 P °o GUTTER PER COR �S �, a c e STD 103 TYP N = I L .. .� CID A -;. CO w (TYP) � �66 y A y�a SHORING L .•• vS.- N N = a: R MP C431P�FP p A , NT WALL ,. (SEE SHORING) SAWCUT (TYP) �� 9 «• , ��y . OLn co • (^ <.. mrn �` fps O •...•: •'p P•.•. •. d / o��g9o� y� ..: o X .• BEGIN CEMENT CONCR TE 7 / •a: L'� •�C .o 9s..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.• •'• .•J °�• 83+00 D :.� F 7 PERPENDICULAR r 9ry�� ... MA CH EX CU .. .... ... .. .. CJ) J .. .. ... ........... C430 CURB RAMP N.. ... .... .. ......... •• I 0 Re ® o� �� r51 lJ.'. .r'. ... . .. 4 AND E ION. o R C+l'' �' s j . o "� N 6 •'•'.. . '''''� i •' d 5.0' CONCRETE DRIVEWAY TRANSITION N CO :: - r7 £� ..... I' .:....:.:.:.:.:... �..::: . / ''?� CONCRETE THICKNESS PER 4/C630 > / ` a�4��.' C�riB4�. .�:... ..'.'.....'.'.'.'. - E > SIGN POST moo.:::: ::.''.....::.. / ''� AS HALT PAVEMENT 2 I °9oG N047.499168 �........ �. ��oy W122.178685 DN WALL (TYP) C�32 / I ° I / `........ ....... .. C RET C C / p9J• Z 1 w 85 3� \ P00 CEMENT CONCRETE TRAFFIC 7 TCO CONSTRUCTION RECORD DRAWINGS BAND GUTTER PER C630 STD 101 (TYP) THESE RECORD DOCUMENTS HAVE BEEN PREPARED FROM THE CONTRACTOR'S I Michael Ruether (THE I Dakota Simurdak (THE 0 REDLINED MARK-UPS OF THE CONSTRUCTION CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON DOCUMENTS. THE ENGINEER REVIEWING THESE 1 CIVIL CONSTRUCTION PERMIT CMK 10 19 21 TJE suRvEYED' rn Q RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY x ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 12 20 21 TJE DESIGNED: / THE ELEMENTS OF CONSTRUCTION AND IS 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 02 18 22 TJE CMK CD •' NOT RESPONSIBLE FOR ERRORS OR 4 CIVIL CONSTRUCTION PERMIT REVISION _CB 06 17 22 TJE DRA`�N. DC, JYL N OMISSIONS IN DATA OR CERTIFY THE AS OF 10/29/2024. 10/29/2024. 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: ACCURACY OF THE INFORMATION PROVIDED x��ad leaedew x Palota &�raehl APPROVED:CB CD X BY THE CONTRACTORS AS -BUILT REDLINES. NO. REVISION BY DATE APPR TJE J. 3 A 4276 • Call 811 �oc�s��ISTEg�'y� 1601 5th Avenue, Suite 1600 two business days SIGNAL E� Seattle, WA 98101 ® before you dig 10/14/2024 206.622.5822 www.kpff.com SCALE.VEffn_ HORIZONTAL- NAD 1983/1991 • CITY OF AS SHOWN � RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY NOTES 1. SEE C100 FOR HORIZONTAL CONTROL OF ALL ROAD AND PAVEMENT IMPROVEMENTS. 2. SEE C400 FOR GRADING INFORMATION. 3. SEE C610 AND C611 FOR ROADWAY CENTERLINE PROFILES. 4. SEE C700 FOR STORM DRAINAGE INFORMATION. 5. SEE C500 C800-C801f AND C900 FOR UTILITY INFORMATION. 6. SEE C1000 FOR SIGNING AND CHANNELIZATION INFORMATION. 7. REFER TO LANDSCAPE FOR PAVEMENT SCORING, SITE FURNISHINGS, ELEMENTS ON STRUCTURE, AND PLANTING DESIGN. 8. PAVEMENT DESIGN IS IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS BY OTTO ROSENAU & ASSOCIATES, INC. LEGEND — — — — — — PROPERTY LINE BUILDING LINE — — — — — — — BUILDING OVERHEAD -- - - - - - - - - - - - - - - - -- SAWCUT CEMENT CONCRETE TRAFFIC CURB AND GUTTER ASPHALT PAVEMENT 2" ASPHALT GRIND &OVERLAY CONCRETE PAVEMENT PARKING STALL PAVEMENT PERMEABLE PAVERS (SEE LANDSCAPE) 0 10' 20' 40' LO Ll / O T N J T N a J T N I� R-419915 1 inch = 20 feet z LU IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 a C� w Z D RENTON SUNSET GARDENS 10/14/2024 z z FlELDBOOK: 2900 NE 10TH ST, RENTON, WA 98056 PAGE: O DRAWING NO: C600 w ROAD & PAVING PLAN SHEU` 15 0"44 0� z W 0 rr Q G w c/) z Cn z O z W OC O cc 390 11 I— J m 380 m� I Q Q� O (/7 � I ::D J m �Q 370 _j 1 x c � a' I CO a � o� 360 0 Qm r7 I o x / o� N N" 350 m � J O � cn � O C) C Owe � I LI J O m 340 390 370 360 350 340 330 20+00 20+40 20+80 21 +20 21 +60 ox 0 / 50+00 50+40 50+80 o o c, N N I � o. CDf O m oN CD N / x U / / E> oN aN /I x / c.� z CD CD w T00 x m� CONSTRUCTION RECORD DRAWINGS I m THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE 0 PREPARED FROM THE CONTRACTOR'S CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY REDLINED MARK-UPS OF THE CONSTRUCTION J m DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON ca x RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF / NOT RESPONSIBLE FOR ERRORS OR N OMISSIONS IN DATA OR CERTIFY THE AS OF 10/29/2024. 10/29/2024. ACCURACY OF THE INFORMATION PROVIDED x lffl��ad leaedew x Dalota &1sraehl BY THE CONTRACTORS AS -BUILT REDLINES. O x 51 +20 ROADWAY PROFILE NE 10TH ST SCALE: 1" = 20' H, 10' V 51+60 52+00 ROADWAY PROFILE JEFFERSON AVE NE (COMMERCIAL ACCESS SCALE: 1" = 20' H, 10' V 1 CIVIL CONSTRUCTION PERMIT 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 CIVIL CONSTRUCTION PERMIT REVISION 5 GRADING, STORM, AND PSE UPDATE NO. REVISION 22+00 1 C600 52+40 C M K suRvEYED: C MK 110/19/21PTJE 12 20 21E DESIGNED: cMK CMK 02 18 22E CB 06 17 22 TJE DRAwN. DC, JYL CB 12 20 23 TJE CHECKED: CB BY DATE AP P R APPROVED: TJE 52+80 2 C600 22+40 53+20 of WAS& GG' 0 42'I61 Jul.. Call 811 �o��s�0ISTEgVg"' SIONAL E� two business days before you dig j 10/14/2024 SCALE.VEffn_ AS SHOWN HORIZONTAL- NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 22+80 390 370 360 350 340 330 53+60 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com ki CITY OF RENTON Planning/Building/Public Works Dept. Ln LO 0 T N T N a J T N n 390 I 370 360 350 340 0 10' 20' 40' R-419916 1 inch = 20 feet z W IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 a w z D RENTON SUNSET GARDENS 10/14/2024 z FlELDBOOK: 2900 NE 10TH ST, RENTON, WA 98056 z O PAGE: DRAWING N0: C610 w ROAD & PAVING PROFILES S"�` 16 0"44 0� Ln 'T^ u / O O T N M N H • H T N a J 7w,ON- H z W r) rr a w z D z O z w oC Ln 'T^ u / O O T N M N H • H T N a J 7w,ON- H z W r) rr a w z D z O z w oC V J Z W rr r< V W V i Z U) Z O I- Z W rr VARIES: 4.5' MIN. LANE LINE MARKING SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT 2" - 6" HMA (SEE NOTE 2) EDGE OF PAVEMENT, EDGE 1 OF CURB & GUTTER, OR MIN. MIN. CENTER OF LANE MARKING 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFCATIONS, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR-4000W CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER �\ BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95% MODIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)B • FOR STORM AND WATER PIPE, PER STD PLAN 220.0 F� * FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH " FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE NOTES: 1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. 2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL }" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS - HMA CL 4" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH' PLAN - 110.1 • PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR P1 R VG:D DEPARTMENT RIGID PAVEMENT WITH OVERLAY u J _..� LLJ j Alw�h Y I - CEMENT \ ` a_ / /,l . 6 GUTTER 1 ✓ �-' ISEE NOTE 3) 19 U 11 CEMENT DEPRESSED NONOL(TH-C a_ I ` / SIDEWALK SIDEWALK \/ %/ CURB 4 GUTTER (SEE DETAIL THIS SHEET) CD _ TYPE C2B - ISOMETRIC VIEW J (GOMVERCLA., WITH BUFFER) m Cn Q m NOTES I 1. When a driveway width exceeds 15 feet construct a hill depth Q expansion joint with 3/0" joint filler along the driveway lane lines . FACIECIF CUM N (sea old, plan 102). Construct expansion Jolntsparallel with the _ SEE,C. - sEEOEPREssEncults OVA ; CONTNAC` ON Joni our oN rvn aHeET % rentariine as required at 15' maximum sparing when driveway widths exceed M. STD PLAN I4L E1rI r . � 2. See std. plan 102 for sidewalk details 1R R _ ROM«WAY ---�- t. -0 3. Curb and Butler shown, other curb designs maybe specified. _ " ' a See Bid. plan 101 for curb details �_f J 4. Not used. I__�- _____ • __1 O 5. The engineer will design all driveways to Irid ude el a Valens al all ARM-- NOTE- ORNMYLckxmloroL -IT pmmoN / points marked with symbol "X'. All elevations are at the back of A1+Nie =aLrWH cF cL` J PIN DEPRESSED MIONOLfRiIC CURB a ourTER DEIA'i'. T Curb top On Uphill Fide. aa)) 6 Not used / Op 7. For DdVeway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see StI plan 102) shall be Q spaced as shown In the corresponding isometric New. �I r7 8. Slopes shall comply with sections R303.2.1 or R303.2.2 or FACE OF ADJACENT CURD O R303.2.3 of the Revised Draft Guidelines for Accessible Public / c Rightsof-Way ofNovembc23,2005 (PROWAO). � 9. Curb returns for any Type C-MAX Driveway may be approved on L C7 acase-bycasebasis. - EMmERaLIRFADE t• R co 1C. STREET STANDARDS = Renton Municipal Code (RMC) / Tnle IV Development Regulations < (/7 CHAPTER 6 STREET AND UTILITY STANDARDS - = Section 44460 STREET STANDARDS DEPRESSED CURB DETAIL / AT RESIDENTNLOR COMMERpAL DFUVEWAYB, AND ALLM DRIVEWAY STANDARDS = Renton Municipal Code (RMC)- Title Regulations Driveway Example: TYPE CIS CD I O N Development CHAPTER 4 R-Ree)deneel C-Camfekat - --�� N CITY-WIDE PROPERTY DEVELOPMENT STANDARDS number ILenae. -- O Section 4-4-O80 PARKING, LOADING AND DRIVEWAY ( "Ls"e C0" O REGULATIONS B.BuBer(P1elakglip) BI�MaoBeser N / J m O a' ¢ x •®e PUBLIC WORKS CEMENT CONCRETE DRIVEWAY P' PLAN - 1041: CD DEPARTMENT ENTRANCES - NOTES AND DETAILS r5 0 O C114'. ix - - 1 o I") �OO N O N O O I N m / J E /n O J d m / Q /1 x / c� z w T� x CONSTRUCTION RECORD DRAWINGS m� I m THESE RECORD DOCUMENTS HAVE BEEN I MIN VARIES MIN MIN MIN I SPECIAL NOTE: I('I��I IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 11) FEET OF THE EDGE OF THE PATCH REQUIRED fIj FOR THE NEW CROSSING AND ANY I I SUBSEQUENT PATCH EDGE WITHIN 10 FEET { OF THE EDGE OF THE SECOND PATCH AND I V SO ON UP TO A TOTAL OF 300 FEET. TRAFFIC FLOW IF r I I I I 2" HMA i. I f 2" TO 8" HMA 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN. 1 I 1 r VARIES 1 I 1' MIN MIN I MIN MIN 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH AR-400DW (EACH SIDE) 2" HMA SAWCUT AFTER BACKFILL (EACH SIDE) WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 7-08.3(1)8 TRENCH WIDTH FACE OF GUTTER OR EDGE OF PAVEMENT CENTER LINE OR LANE LINE DEPTH OF EXISTING PAVEMENT 2" - 6" MIN. (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSOOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR. CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. PIPE ZONE BEDDING. MATERIAL- SEE STANDARD PLAN 110.1. FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR PLAN - 110 • PUBLIC WORKS P}'R `f;D DEPARTMENT FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY s RAISED EDGE DETAIL 1 -0' S• SIDEWALK LEVEL ..( 12' EXtEND SIDEWALK TRANSVERSE T-P 1'-P O/e'ON) PREMOLDED JOINT FILLER 72'DM L I A'TOINLLUDERNSED EDGE TYPICAL WHERE APPLICABLE ftOU DING �D� e.•, 'v L 1 /R'(IN)R. (TYP) FOR CURB DETAILS �p. L 1.5% _ SEE STD PLAN 101 1'gN)0. •' • �,•� • ��;• N, �• w •... t �E70aTNG ROADWAY • • .P' • S.N�'' T _.._ ,P•--t'1t. ,t. .-://CRUSHED ROCK •�Co''' SEE RAISED EDGE 1 ---- 1'-0' SIDEWALK DETAIL -THIS SHE LTYPICAL UNDER F CRUSHED SURFACING TOP COURSE LCSTC) SIDEWALK OMPACT TO 95% MODIFIED PROCTOR S ` _ MIN WITH RAISED EDGE N�ESSREOUIREMENrwAMEDBY C// ENGINEER) TYPICAL UNDER ALL CURS, 1? (IN) R. RYP.1 GUTTER S SIDEWALK CSTC UNDER 2.0% 1 c FOR CURB DEFNLS CURBaOUrTER TO BE V'THICKNESS OR SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK IJ �� BASE, WHICHEVER IS GREATER OTYP. FOR AN�ifs` •' •. ALL CURB SGUTTER). FINISHED GRADE I' U!BEgV •• 2'-0' SIDEWALK TOPOFCONCRETE SSURFAL ADJACENT TO CURB 1'-0' TAT MIN. RW DING 1?(IN)R.(TYP.) 1, FOR W RB DETAILS �20% 1S% SEEE BID�PLAN 101 pFF 1J �N. BRIDGE OR PEDESILING V. RAILING � 'M' 7 T PAN FOR CURB DETAILS ADJACENT TO CURB SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) BARRIER -SEE COMRACT PLANS ALL OR BARRIER I 1rY pN) FL OW.) FLUSH / I SIDEWALK Is% _ M R. VERTICAL WALL SEE DETAIL - - ''p• Ye' ON) PRDAOLDED JOINT FILLER 9�p ADJACENT TO CURB AND RAILING OR WALL PREfiIOLDED JOINT FILLER FOR SIDE BUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL SIDEWALK (SEE NOTE 10) SECTIONS 1!2' IN R. PLY') FOR CURB DETAILS 1.5%MIN. SEE STD PLAN IOt t BROOMEDHMSH OR MATCH IXIBTING ,6• 4'WIDE,SMODTH b TROWELED PERIMETER FINISHED GRADE I" (IN) BELOW TOP OF CONCRETE L/ SURFACE FOR PLANTING -FLUSH IF PAVED _ 10'D/ fj"D/ ® \ \ CEMENT CONCRETE CURB \ (CURB ANOGUrrER SHOWN, ADJACENT TO BUFFER STRIP FOR CURB DETAILS i BEE STD PLAN 101 NOTES 5 ire•7o 7N• 1. Four feel of the sidewalk width shall LLLIII be the minimum pedestrian \ ACONTRACTION ON TRAv TIONN JOINT ' �a •'ra.• •• aaess)ble route IPAIp free of vertical , ► • : AR o . and horizontal obstructions. B xes,Gratings, � � ►' • ; ' Incase Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN eoTH •' Cable Vaults, PUII Boxes and other CURB AND SIDEWALK (SEE M PLAN IEL1) appurtenances within the sidewalk `Pam are' ;C: CONTRACTION JOINT must be gush with w dace, and match grade of the sidewalk. JOINT AND FINISH ` DETAIL 2. Monolithic Cement Concrete Curb and �� •• ' ��•• Sidewalk B not permitted In new For other referenced NOTES see •, ? construction. When replacement work STD PLAN 104.2. ' necessitates a Monelithlc Cement PREMIXDE Concrete bulld per WSDOT JOINT FILLER Standard Cu'Plan F-30.10-03. Paved surfaces must Comply With STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be 4,000 PSI. EXPANSION JOINT • PUBLIC WORKS CEMENT CONCRETE T STD• PLAN - 102 DEPARTMENT SIDEWALK l RQ'ED , 1C/- 7 PREPARED FROM THE CONTRACTOR'S Michael Ruether (THE I Dakota S imurdak (TH E CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY 00 REDLINED MARK-UPS OF THE CONSTRUCTION E N DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON 1 CIVIL CONSTRUCTION PERMIT rn x RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF / 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NOT RESPONSIBLE FOR ERRORS OR AS OF 10/29/2024. 10/29/2024. 4 CIVIL CONSTRUCTION PERMIT REVISION N OMISSIONS IN DATA OR CERTIFY THE 5 GRADING, STORM, AND PSE UPDATE ACCURACY OF THE INFORMATION PROVIDED x /vr/��iae� lC uet�iew x Dakota �issruwcia� X BY THE CONTRACTORS AS -BUILT REDLINES. NO. REVISION CD 2 csoo PATCHED AREA f A SEAL WITH AR 4000 OR APPROVED-� PLAN EQUAL AND DRY SAND AFTER PATCHING NTS OUTSIDE DIAMETER OF (SEE NOTE 9) ADJUSTMENT RING AND X X I BOTTOM OF FRAME SEE NOTE 2 MORTAR JOINT(S) (3/8" MIN.-2" MAX.) ADJUSTMENT RING (1" MIN-). SEE SEE NOTE 3 AND SPECIAL PROVISION NOTE 6. 7-05.3(1). SECTION A -A NOTES 1. REMOVE PAVEMENT AND BASE MATERIALS FORA DISTANCE S. CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS ONE ONLY BY A JOURNEYMAN MASON. FOOT (MIN.). ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS AND MORTAR. 6. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY. 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8" OF THE USE OF SHIMS IS PROHIBITED. HMA CLASS J" PG 64-22 (OR TO A DEPTH THAT IS 2" BELOW THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER 7- FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY IS GREATER) OR AS APPROVED BY THE ENGINEER. TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN MORTAR. MORTAR SHALL BE ASTM C270 FOR TYPE S. 8. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. 4. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS. 9. X= 1'-0" MIN. TO 2'-6" MAX. - PER ENGINEER'S INSTRUCTION STD. PLAN - 106 TYPICAL CONSTRUCTION • PUBLIC WORKS �7C DEPARTMENT AND ADJUSTMENT OF A ROVED: MANHOLE RISERSj0 DA F. FACE OF CURB e 1,2'- 2" R 1" R. 1:24 L TOP OF '0 112" R. ROADWAY I - Z 1. to T CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 610 FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1.12 1:24 TOP OF 12'R. ROADWAY �I 1 - 1 6• DEPRESSED CURB SECTION AT SIDEWALK RAMPS 13M PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT CEMENT CONCRETE 12' R. 1' R. SIDEWALK RAMP VARIES OR LANDING FROM L 6"TOO 6' I ' 318' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 12•_r SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 1 1• 12"R. ROADWAY 2" 1 to I DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 1G4.2 FACE OF CURB FACE OF ADJACENT CURB GUTTER SURFACE 6 12"- 5 12" 1" 12' R. r _ r 1" R. 1 1 TOP OF o ROADWAY 'v 1 I - 81/4• _ CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. Sea standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" On.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb a Gutter Section, see Standard Plan 1042 STD. PLAN - 101 • PUBLIC WORKS CEMENT CONCRETE CURBS DEPARTMENT C M K 10/ 19/21 TJE SURVEYED: C M K 12 20 21 TJE DESIGNED: CMK CMK 02 18 22 TJE CB 06 17 22 TJE ORAwN: DC, JYL CB 12 20 23 TJE CHECKED: CB BY DATE AP P R APPROVED: TJE �WAS&N?;;' C�7 42764/ " • Cal 1811 �o��s��ISAV SIONTEg�'�� L E ® two business days before you dig 10/14/2024 SCALE: HORIZONTAL:* Ni 19e3/1991 e CITY 0 F AS SHOWN RENTON ONE INCH DATUM e AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 3 csoo C600,C62 0 ___ eD TEMANCLODE4 SIOEWAU RAMPS_, VARES !SEE IaOTE TI _WE . r 10 LF OF PAVED IVEWAY' DRREDUPEO T - 3e WANSKW JOINTLTYP (SEE STD PUN 101////J 11' WAN4ION A)a+f fTYP.I AEFSTo qAN lmf _'_"Ep It _ .- . -- CQ14T7a1OTK)N JOelr --_ sEENOTEI - cENEass RAMP wm11a1 IVJ B SLOPE RYP) ISEE NOTE 31 EONrRACTK]N JONT rrYPi (SEE sro PLAN Ion PLAN VIEW (TYPE C3 SHOWN CI a C2 4 C-MAX SIMILAR, (SEE NOTE 9) SEE NOTE 1 BELOW r _ / _`el.wusrrc.E...9 -ry rAM ..•. DEPRESS10notea.11ER 71 -�� -trva ISEE NOTE 31 �Ao•Joeh W FAAMroN xsrr RYPJ � SECTION O Isr2 Ern EtAN1ea r IWEWA:x WIDTH Vl R1tYP.1 \ --OM2WAl eT ROPE 1lloPe eNpW DAeSeJ4T®I _ _ 1►71 DRIVE Y r . 0--'-- For NOTES see STD PLAN 104.2 NOTES: 1. SIDEWALK GRADE SHALL BE MAINTAINED THROUGH ALL DRIVEWAYS; DO NOT DEPRESS SIDEWALK. STD. PLAN - 104.4 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY i,k 1: 1) DEPARTMENT ENTRANCE - TYPES C1 B, C2B, F TO= C3B, and C-MAXB (WITH BUFFER) C430, C600 •egg b-nerman, Public Works Administrator SEE NLTfE2 /R'R X 5/B"0 DUMMY JOINT off NOTE2 2' - � 1 - I 4 I I 3/8• PRF3.10LDED JOINT FILLER (TYP) _ L CEN.ENT CONCRETE - CURa AND GUTTER PLAN VIEW CENTERLINEOF CUIRS LS FRAlIE60RATE I(" 6l 2e 13" 51 1' (LAB')' CH FRAMEAND ORATE - NOT INCLUDED Ile N.,. I. R• R IN CUREI AND 0UtTEL Oro MEN SLOPE P 3" ra TOP or R tREMM ROADWAY p',', •' P-'••' ADJUSTMENT SECTION -NOT INCLUDED - p• P' IN CURB AND GUTTER BIDITEM >' •. '. CATCHELA8:4-NOT INCLUDED P •',• IN CURB AND GUTTER BID nEM SECTION GENERAL NOTES: ' 1. The Intent of this design Is to facilitate the removal' A, ; of a catch basin with minimal disturbance .' of the curb. 2- 'rho expanslon joints of the adjacent eidewalk shall be adjusted to be In"= Ilne With these curb expansion joints.] 'I•. •I ISO7&41C VIEW / PLAN - 101.1 PLAN CURB CEMENT CONCRETE CUR PRO D: PUBLIC WORKS INSTALLATION AT DEPARTMENT CATCH BASINS DA . 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com T O 0 T N 1 L J R-419919 z W IN COMPLIANCE WITH CITY OF RENTON STANDARDS p a w Z RENTON SUNSET GARDENS 10/14/2024 ex 2900 NE 10TH ST, RENTON, WA 98056 z FlELDBOOK: PAGE OI_ DRAWING NO: C630 W STANDARD ROAD & PAVING DETAILS SHE' 19 �`44 Ln 'T^ u / O O T N M N H • H T N a J 7w,ON- H z W r) rr a w z D z O z w oC Ln 'T^ u / O O T N M N H • H T N a J 7w,ON- H z W r) rr a w z D z O z w oC rn c N T ; 30' 30' ROW ROW O m. Q�°m MATCH LINE -SEE SHEET �`;� EX TYPE 1 SDCB W MATCH 2 4 mo 1 in s�F LINE -SEE SHEET o°w s °o m= ° J 3 spy TO REMAIN 4 m. °Fo N "w��s J� STORM DRAINAGE PROFILE C710 �c��9Ay F� qq o. _0 J 1;°� y (� G ASPHALT �''°O 24 �• PAVEME y°n� W N CONC CONC. I DRIVEWAY SS IVEWAY DRIVEWAY ASPnALI - m 4y o SIDEWA K 6"PS PAVEMENT v q \\ Z INDEX �> T o 0 6"CURB SS S - UP w AVE NE/ o °+. I AppROX. LOCATION m� 1(�J PRIVATE 10TH 57 °6'. ' PER PAINT MATM) a„ 0 (�^ z° �sJyF� ° S SS S� -`" UP PAVEMENT ��'• NE (TYP) c RB-- J > N ASPHALT J ATE RD(S) DIRECTION , S W STREET SIGN SS z x w' p d AVE N °°Q�� g I SDMH 200 INDEX �� ° ° ° „s ss 8"PS oq;".o%, �"'� °qP� UP �,F= JEFFERSON AVE NE �� I STA 52+58.51, 8.93 RT ss 0 5�� cmP P (PUBLIC RIGHT-OF-WAY ^a�� " f SS U P P P 51 +0000 °�° J S 8°PS Q INDEX A VE S NE - / 53 OQ pC � g•PS � G P P P -P (/� � �-� � COMMERCIAL ACCESS) _ ° P a"w - 2° p ��--i11 - /8°PS�S ~ � �Oi 8 W pp P Ppp �V g VV pp q j� 1z P Wa�� W � TIVy � � G� 7 O �C7 PC7 R 12 �C7 - [S�T� Lt7 ® (PUBLIC RIGHT-OF-WAY) I W Q SS 5'C y 2'PSD -� SDCB 301 AERRPAINLOCAT ON c �• / T A APPROX. LOCATION �� + a ° A I I s� P �Lri x `�P B ASPHAL � P � ER PAINT MARK �� y n PER PAINT MAION PAVEMENT O P SDMH 100-. „ (TYP A ANT r ^ PAVEMENTLOCATION , DEMOLISH EX SDCB o �� ° G G c W - -G� )PAINT MARKS STA 80+38.70ERS076.62 RTC ° `� c STA 51 +52.30, 7.79 RTC 9 SDAD � ° 2 STORM DRAINAGE �c 6W 2�m ® /(((C R-1 P Z W SET PK NAIL n7 =9° 'S3 - - E) DIRECTION C711 PROFILE WWASHER 5oE ( ® ,� . FDCO ° ° STA 80+53.62, 99.16' RT ppROX. LOCARK - J SDCO 101 P DRIVE qy .. ER PAINT M(TMp �_ O nG ti V �� O OII`4" IE-357.00 ° c " , _ M P (n _ N 9ti ' STA 51 +52.86, 43.35 RT _ P FDCO _ STORM DRAINAGE 5 j w IX -WALK 0 f ff z SDMH 800 ` _ ,h`�' _ _ _ _ A, 1 :• - _47.0'» 22.0 _ _ 4 IE=357.02 _ P _ _ - _ PROFILE C710 p STA 20+24.42, 9.38' LT SDCB 801 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Q ° �� 9 z SDMH 2O1v sA • • (n ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ '.,� RIGHT , ° ° ❑ ❑ ❑ � STA 80+62.59, 93.71 RT sm z �� STA 20+23.94, 25.62 LT ° - - - - - LLJ EX PROPERTY LINE o 1 FZ �m�q� FDCO # ..� �sm9, ° o . I �� STORM DRAINAGE - FDCO SDAD 103 _ ��° °�� ° ;PROFILE C711 (TYP) I 4 IE=3�5 Q_ I V c N FDCO 4 IE=3�f3 355.60 STA 52+14.38, 43.76 RT L6 �G yT FDCO PR PROPERTY �4? 30.00, G ° 4 IE=3�fr2 355.70 __ ^�`° - 4" IE=361.34 Z 9 7.1' i °G ° ° LINE (TYP) >° J 355.85 SDAD 102 (� RGH OF WA o .a I I (h VACATED WA PERMEABLE PAVERS I °�s BUILDING LINE STA 51+58.89, 43.25' RT 6 STRUCTURE 104 'SDCB 107 (TYP) ET ) INFILTRATING C732 STA 52+46.87, 42.28' RT I �� •••• STA 80+77.83, 71.96' RT SEE LANDSCAPE TYP I 30� RGR WASHE FDCO (TYP) 2 ROW z BIORETENTION FFE=360.25 PUMP STATION oGPO - - - FFE I I (SDCB 106 ' 5�s�� - '� A0 4 IE=3�2 C733 STRUCTURE 105 - f N�. 4� A �� PLANTER (TYP) cJ 364.75 STA 80+90.11, 101.41 RT °may 355.95 SDCO 402 STA 52+46.33, 57.83 RT _ _ _ _ _ _ _ N� �� °cos owes _ � � �5 FDCO �32 � � - n; 10 _ ��G STA 82+60.85, 114.42' RT FLOW SPLITTER� y� Z / ••••••••• ••••• J 4 IE=357.49 I�IF � o D yam SDAD 110 FDCO �, , Js I SDCO 111 STA 82+87.00, 122.67' RT 6" SD POC �9wss� r-- � A ' 4" IE=357.18 - - _ `J °9q 4J CN STA 83+48.73, 136.45 RT �� y�°t J _ os2 6 SD POC sp ' P� m o.m I I G rn y 4 �A M �+� M 17.6 0 3 4 FOOTING DRAIN 0 4 STORM DRAINAGE N ;• :SDCB 109 FDCO C733 P 0.25% MIN (TYP) �6 I SDCO 403 �- STA 81+92.68, 97.19 RT o Q 6"PS C711 PROFILE 0e • :� o SDCB 108 4iIiE--361.42 SDCO 404 STA 81+39.16, 55.01 RT U � „s ?� 5 STORM DRAINAGE I N SDCO 405 -' °' ` �'4' � I o �SDCO 401 /v`L C/-i "oV) CID PROFILE SDCO 406 �- ~ '�° STA 81+59.71, 69.37' RT 07 qq �" �. '��•�•�-o-ow'o �• -C T'T POP -° �, o T BUILDING OVERHEAD SDCO 407- x �9ycn ✓ !- rZ ° (TYP) : •� �..� tiy r ev �qPO-h re -s .-r.-r. -r -�-�•>T•a--o-o . -e . •rl v D m r' �� ° W � SDCO 408--. FDCO i > A Q I V Od -R -S.T.-T.��. T T•�•T.�°-°w'°�6 T.-T �fn c 0 0 I I » : 22 9�CF + , Q e;4� cn u� .`� . yr •� �e��n o �� , ►� 4 IE=356.92y ass 75.0' (TYP) ' a �B aI In -1 Ili° . 0�,^ Se ° Q o `W FDCO M FDCO'00.- 9 T y P ° GRAVEL FILLED X N�l 4 IE=360.33 : s, SDAD 112 STORM DRAINAGE 2 4 INFILTRATION TRENCH 4 IE=361.11 I � PROFILE C710 ( ) C732 m 1 C ,� STA 83+61.79, 83.73 RT G� TYP ° A9 a O x r so (/� co �'ri s N �� I ° �/ FDCO I c Off, a 01 Awe o s o � � �° �� / J �� 3 STORM DRAINAGE � o ® 0 ❑� FDCO- 9� °� � °��° x + ° N FDCO FDCO 4 IE=357.75 ° C711 PROFILE I 0 N. 91 N 4 IE=365.01 A ass Q < F' i 4" IE=360.83 I ° �= 6 qg �6 CO SDMH 7001 --- - - •. y�°° \/ T q Iz CD STA 22+18.42, 9.68' LT --- 2 SIDEWAY; M O (n 09 \ 5 I � FDCO LCi m -LJ rn P� F O o¢ `� 4" IE=360.68 p5,00,.�O CD �o� c i FDCO N 9'� "�s 9P� '- '� FDCO 9s �� 0) J 4 IE=363.59 may` CD Ito c c y� 4" IE=367.67�0 83+ 0 N 1 FILTERRA SYSTEM ,4, _\Aj . �3300 STA 22+19.73, 24.45' LT_ 2w� wss� E EN, 4 B I vl�I. o,� S M Ev RES\D CUR oEWP J PCD S A s IEFF R `'P �// 5 ��\a0 PUgI\G RIT E zp284 Cg iSpE12 36g 92 DEMOLISH EX SDCB C ( N 6'°50b RIM'3o'C0N°WI / r I SDCO 701I E � J v K 1Pv� SEE N STA 22+49.60, 21.98' LT - so s� a� I ti r r /y / I SDCB 702 �` s RET CONC WALL Vim, S n �y�' S °�iaP �� F WA STA 22+60.52, 40.85 LT so so ,, F CD I II 1 g o2v 3 ADJUST EX RIM 2° C' 85 3� °yam C731 SOLID METAL COVER P� P so% O Co °y x CONSTRUCTION RECORD DRAWINGS ��o�4276 g m m • Call 811 �SSIONAL � 1601 5th Avenue, Suite 1600 THESE RECORD DOCUMENTS HAVE BEEN two business days Seattle, WA 98101 Michael Ruether (THE I Dakota Simurdak (TH E Cn PREPARED FROM THE CONTRACTOR'S before you dig 10/14/2024 206.622.5822 REDLINED MARK-UPS OF THE CONSTRUCTION CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY www.kpff.com 11 THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON E m DOCUMENTS. THE ENGINEER REVIEWING THESE 1 CIVIL CONSTRUCTION PERMIT CMK 10 19 21 TJE suRvEYm: SCAM: �`�"�`' ""VD 19� CITY O F Q RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 12 20 21 TJE AS SHOWN HORIZONTAL: NAD 1983/1991 THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF DESIGNED: 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 02 18 22 TJE o NOT RESPONSIBLE FOR ERRORS OR AS OF 10/29/2024. 10/29/2024. 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE DRAWN: cc, JYL RENTON N g OMISSIONS IN DATA OR CERTIFY THE 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: ONE INCH DATUM ACCURACY OF THE INFORMATION PROVIDED CB IFAT FULL NOT ONE INCH Planning/Building/Public Works Dept. BY THE CONTRACTOR'S AS -BUILT REDLINES. x lffl��ad leaedew x Dalota Lyu hl NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY CD x TJ E NOTES 1. SEE C500, C800-C801, AND C900 FOR UTILITY INFORMATION. 2. SEE C400 FOR GRADING INFORMATION. 3. STORM POC CONTINUATION BY PLUMBING. 4. ALL STORM DRAINAGE PIPE TO BE PVC UNLESS NOTED OTHERWISE. LEGEND - - - - PROPERTY LINE BUILDING LINE BUILDING OVERHEAD ► FLOW DIRECTION s� s� STORM DRAIN ----------- PERFORATED PIPE TRENCH DRAIN PIPE DAYLIGHT 0 AREA DRAIN 3 IN C732 E� SDMH 0 SDCB 1 2 C730 C730 • FDCO, SDCO 2 C731 ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ INFILTRATING BIORETENTION ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ PLANTER ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ PERMEABLE PAVERS (SEE LANDSCAPE) 0 10' 20' 40' LO T O O T N T N a J H • H N R-419922 1 inch = 20 feet z LU IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 V w z D RENTON SUNSET GARDENS 10/14/2024 z FlELDBOOK: 2900 NE 10TH ST, RENTON, WA 98056 z PAGE: O DRAWING NO: C700 W STORM DRAINAGE PLAN SHE: 22 OF`44 0� 390 T C) 380 0 I LI I— V J Z W 0 OC Q G W Z Cn Z 0 Z W k.l 350 340 330 390 380 a Li 0 a- 370 U Q a I I co C/-j� z I I J J00 mQ X 360 � J m U] � Q I N U oN ::Dm 350 a co Q J 1 X I / X c N � N 340 Q� UIU) CD J Cn 0 1 X 330 Z N.......................I...................................... O r7 I I N O .......L, I ......................................................© _- Q O:f O N I _ SAME STRUCTURE 1 1 1 i�10M NCIO i L7 S[ � I- nCfl co: oo Y M n � U-) M M Ln LOI W -� r� r� ^ mo C732 -.) .^WO i^il Z v N Ln N.� (n. Z N cfl co . Cat � �...,� .+.. N Z ..... Z Z s .... , ,... ,. �..... p , �, ......... �"� ` CU Q • I Q? M O N P`i� 0 N O 0c: N CD �? II I IUJI elJ i € O rOn O rOn II I o0 ° I I I e I 00 II a0 -4 II 1>N00 € 00 N II L, I E— Ob II II 54 LF 8"1 DI SD @ 1.1 v� BUILDING WALL rn rn 1 PER ARCHC.0 1 Q O II to II .......................................................................... .............. p N': ni H ZD Z O _ co; U r7€ II` O W O W p Q EXISTING — — GRADE — — .................. .......................... 6:25"....WIDE.....T-R....0...0%...................... ... ... ............ BUILT—IN SLOPE ° O 6" SD .........................SEE....PROFILE.....4.C71..1 ....................... ....... ................ .................. f 6.25" WIDE TR @ 0% BUILT-IN SLOPE 4" FOOTING DRAIN u 49 LF 8" DI SO @1.00% 2, ........................ 6 SD.."..................................................................... 6..0...%. SEE PROFILE 1 /C71 53 LF 8" SD: @ 1.00-%. 0.98% STORM DRAINAGE PROFILE 390 390 380 380 370 370 360 360 350 350 340 340 330 SCALE: 1" = 20', H 1" = 10' V ° I C700 I SAME STRUCTURE ' r————————— — — — — — I I 15 330 Nw cn I co � I STORM DRAINAGE PROFILE 2 STORM DRAINAGE PROFILE Ln J C, m co SCALE: 1 " = 20', H 1 " = 10' V C700 SCALE: 1 " = 20', H 1 " = 10' V O �Q O I O X O �o Q) J CD OI o I O U N CO I � o O J O m O CO O Q N 1 / X U � E> N NOTES: I aN �X 1. ALL STORM DRAINAGE PIPE TO BE PVC UNLESS NOTED OTHERWISE. i c.� z w co x m� CONSTRUCTION RECORD DRAWINGS I m THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE Cn 00 PREPARED FROM THE CONTRACTOR'S CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY REDLINED MARK-UPS OF THE CONSTRUCTION J a m DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON 1 CIVIL CONSTRUCTION PERMIT rn RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY x ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL THE ELEMENTS OF CONSTRUCTION AND IS 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NOT RESPONSIBLE FOR ERRORS OR AS OF 10/29/2024. 10/29/2024. 4 CIVIL CONSTRUCTION PERMIT REVISION N OMISSIONS IN DATA OR CERTIFY THE 5 GRADING, STORM, AND PSE UPDATE ACCURACY OF THE INFORMATION PROVIDED x ��fiad leaedew x Dalota ��ra hl X BY THE CONTRACTORS AS -BUILT REDLINES. NO. REVISION o 390 370 360 350 340 330 3 coo 18" SD I I\ :SEE PROFILEI 12 LF 8" SD 1 /C711 I : @ �% 0.96% 30LF8"SD@�/I: 12LF8"SD@ :.......................1 0 9 %... t........ 1 13.15% i 390 370 360 350 340 330 ro Im 44 rU') rU') iM00 W Z W (n N cG •�• N i ........... LL i......1 LU Z ! )..�. i.................. Oo W M Q M Oo X M ILIS II II II 00 O Z O N Z Km O tri..... r....L•,J....W..... ....... p p............. t...'....... ..s...Z...W...W ............. co co QO N W Z I W p C) X X (n U 0o W W — PRIMARY & TELECOMM DB (2)=4" PVC, (2)=6" PVC (2):: 4" PVC L.F....8"....Sp.....@...}.................................. 0.52% 390 370 360 350 340 330 o 6 N Ln LO � Ln Ln CO ti:iLf? LO^ r� ro Lri Lri L(� o C732 n 3 M 3 p O o w � z w w 'L EX X °O (n — al .................................................I.................... I.............................................................................................................................:...............................................I...........................:.............................................. z O Q cck:Cl- o D QQ06 r W U WPM W� WM 17 � N00 O Q p II II 1 II 0 I— nj I I O r7 N Q c I I I'~ � II CJ U I X oMo O OWO — oSTINGEXI ..............................................:................................... ..... I --............. IO a�t� GRADE cCD �WII Iw (n0- 00:N cnm�� NCD ��w I I FINISH GRADE M — — 0 CD x X C M K 10/ 19/21 TJE SURVEYED: C M K 12 20 21 TJE DESIGNED: CMK CMK 02 18 22 TJE CB 06 17 22 TJE DRAW". DC, JYL CB 12 20 23 TJE CHECKED: CB BY DATE AP P R APPROVED: TJE 10 LF 6" DI SD @ i-:96sy. 16 LF 8" SD @ �-00 1.................................................................................................................................................. b 0.58% 4" FOOTING DRAIN 13 LF 2" GIP FM @ 0.00% BIORETENTION PLANTER 01 BIORETENTION PLANTER 02 MIN BTM AREA=1150 SF MIN BTM AREA=282 SF TOP OF MULCH LL=559.50-359.20 TOP OFI MULCH EL=3158.75 359.17 VOLUME=7.04 CY VOLUML=10.65 CY � I I 6 LF 6" DI 1 @................................. 25.09% 36 LF 8" SD @n1 13.35% STORM DRAINAGE PROFILE SCALE: 1" = 20', H 1" = 10' V S J.WA 3 A 4276 Jul.al 1811 �'oc4" ISTEg�'�y� 1601 5th Avenue, Suite 1600 SIONAL two business days E� Seattle, WA 98101 before you dig 10/14/2024 206.622.5822 www. kpff. co m SCALE. VEgn_ HORIZONTAL NAD 1983/1991 " AS SHOWN CITY OF � RENTON ONE INCH DATUM " AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. SCALE ACCORDINGLY ®........................................................................................ J 2" EX GAS 6" EX W :. PSE PRIMARY DB (2)-4" PVC, (2)-6" PVC TELECOMM DB (21)4' PVC 4 C700 390 370 360 350 340 330 0 10' 20' 40' 1 inch = 20 ft. HORZ 0 5' 10' 20' 1 LJ ON H • H T N a J IN H H T N R-419923 `� 1 inch = 10 ft. VERT z W IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 a w U) Z RENTON SUNSET GARDENS 10/14/2024 2900 NE 10TH ST, RENTON, WA 98056 z FlELDBOOK: PAGE OI_ DRAWING NO: C710 W S" STORM DRAINAGE PROFILES 23 �`44 400 rn T ' 0 390 w 380 '^ V J z W 0 370 Q G W C/) 360 z Z 0 350 I— z W OC 340 LO LC7 CD CD Lr) r7 Lr) Ln Ln Ln � LC7 I Lf7 re) LiJ LW M Z (n ^ Z (n Z N Li) CD Lr) r7 n II II J p .l= II II o c II p �C)O�CV of 1.....................................................................................................................>...........................................................0...p......lr....w....!....�_.. 0.4p......rl....itti L�J ...... .. oo�- - - - oo�_ - ow (/) (n cD (.D 00cD (n U) O:f 00: 00 N N BUILDING: WALL PER ARCH EXISTING ................................................. ............... ......................................................... ............... _................................................ ....................................._.... ......... ......... ... ....................... FINISH GRADE...........................................GRADE... ... SECONDARY.......... POWER DB ......................................................................................... ............. 8........ S.D .............. _................................................ ................................................ ................... .......................... ... ...... ..................... ......... .......... ........................................ ........... .. ........... 0 SEE PROFILE 1 /C710 62 LF 8" SD 68� @ �0F 0 4 FOOTING DRAIN I 7LF6"SD@�� 8"SD ........... ...»..........................................................................................................:.....................................:.............................................................................................................................................................................................._......................... 6 SD PO 1 2.76% SEE PROFILE 1 /C71.0 IE=355.85 1 69 LF 8" SD @ 0.500% SEE PLUMBING 1 0.45 1 1 1 I STORM DRAINAGE PROFILE SCALE: 1"= 20',H 1"= 10'V I I I SAME STRUCTURE L------------ I (toff, 390 o �CD U Q 01 cn I a-c, <n c� Of v-) Of m 380 _jm J n mQ U-) I Q x M J m Q I o 370 I o J � m a cn c Q o J x X 360 �N •� I �m J o I Q U U Cn Of I� r7 I o � m 350 a Q o � x c U-j <n I c U o to 340 400 390 m 370 360 350 340 390 m 370 360 350 340 330 FINISH GRADE EX 6" W TO BE ABANDONED BY COR. FIELD VERIFY. .......................16 LF 12 CONC SD @................................................ 19.64% STORM DRAINAGE PROFILE SCALE: 1" = 20' H , 1" = 10' V k C700 400 390 380 370 360 350 340 390 380 370 360 350 340 330 o � (DX STORM DRAINAGE PROFILE r4 �CD m SCALE: 1 " = 20', H 1 " = 10' V C700 o o � N V7 I � o o J o m o � o Q N I / x U � cn NOTES: Q Cn �X 1. ALL STORM DRAINAGE PIPE TO BE PVC UNLESS NOTED OTHERWISE. i D z CD w C� T0c) X CONSTRUCTION RECORD DRAWINGS m� m THESE RECORD DOCUMENTS HAVE BEEN Michael Ruether (THE I Dakota Simurdak (THE CD 00 PREPARED FROM THE CONTRACTOR'S CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY REDLINED MARK-UPS OF THE CONSTRUCTION J Q m DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON 1 CIVIL CONSTRUCTION PERMIT CMK 10 19 21 TJE suRvEy D' 00 Cn ¢ RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY 12 20 21 x ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK TJE DESIGNED: THE ELEMENTS OF CONSTRUCTION AND IS 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 02 18 22 TJE CMK N NOT RESPONSIBLE FOR ERRORS OR AS OF 10/29/2024. 10/29/2024. 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE DRA"�: DC, JYL OMISSIONS IN DATA OR CERTIFY THE 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: ACCURACY OF THE INFORMATION PROVIDED x /vr/��i d aedew a x Dalota Lrdal ce BY THE CONTRACTORS AS -BUILT REDLINES. t NO. REVISION BY DATE APPR APPROVETJE o X 400 390 im 370 360 350 340 06 CIO co to :. z LJ �i cn 00 C D 1 0 r� M ........... orl- co .................N............ o o I _7 ^•. (D O II Ld LLJ m U) U) df co co U) O:f co EX 8" PSS ........:..... .... ....... ............................ .................................................. :................................................ . 22 LF 6" SD @ EX GAS 14.80% 27 LF 6" SD @ 1.007 3.42% FI TERR.A.....S.YS.TL .... L ................................................ FTPD0404—G 1 R11=366.07 C733 6 IE IN=362.57 (SE) 6"1 IE OUT=361.99 (SW) STORM DRAINAGE PROFILE SCALE: 1" = 20' H , 1" = 10' V C700 400 390 W1 370 360 350 340 LO T LO C) 0 T N M T N a J T N 0 10' 20' 40' 1 inch = 20 ft. HORZ 0 5' 10' 20' R-419924 1 inch = 10 ft. VERT z J. �, W ��O�oF w@sXJ'N��r IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 A 42761 itpff • Call 811 'o��g�CISTEB��`�� 1601 5th Avenue, Suite 1600 a�w two business days n^ SIONAL E� Seattle, WA 98101 v! a before you dig 10/14/2024 206.622.5822 z www.kpff.com D SCALE* vEITFICAL: NAVD 1988 RENTON SUNSET GARDENS 10/14/2024 AS SHOWN HORIZONTAL• NAD 1983/1991 CITY OF F1ELDeooK: z RENTON 2900 NE 10TH ST, RENTON, WA 98056 PAGE: 0 0 ONE INCH DATUM DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. C711 IF NOT ONE INCH w SCALE ACCORDINGLY STORM DRAINAGE PROFILES SHEET:24 OF`44 0� DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 v / z W r) rr � < V W V J z U/ z O I- z W rr ON 3 J H- W I Cn I O 1`rJ U Cn I U Ln H- J m cn Q m CO Q N O / O u> J / Q7 CO O) In / 0 Q C.-) I CD O C O) C7 CD N Cn 1= Z3 Ln 1= O Q) O) cof L(7 O CD O O O N C3] rn rn O CD C,4 N I DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 2", 4", 1111", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION S�6 �\AO SE 1�. #3 BAR EACH CORNER SFFNO" #3 BAR EACH SIDE ,✓ )'6�� #3 BAR EACH WAV PRECAST BASE SECTION #3 BAR HOOP #3 BAR EACH CORNER 18• MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION c PUBLIC WORKS DEPARTMENT PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12" CONCRETE ALL METAL PIPE 15, CPSSP" 12" STD. SPEC. 9105.20, SOLID WALL PVC, STD. SPEC. 9-05.12(1) 15" PROFILE WALL PVC, STD. SPEC. 9-05.12(2) 15" `CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. ASACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER. 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHTEDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 200.00 AP CATCH BASIN TYPE 1 GAZ 9/28/2018 I DATE DocuSign Envelope ID: 3B1B34D3-7ECA-476C-AD63-4329FFEOC108 :45 AI 1 C700 18:48 IDocuSign (Envelope ID:-6EECFSB6-602A-4E4A;B436,A317AA638878 CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) MORTAR, (TYP.), SEE NOTE 5 4" MIN. _ 1V MAX. FLAT SLAB TOP S'I NDARE SPECIFCATION 9-05.50(9)), OR WIRE MESH HAVING A :M411MUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED .WI "H THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE _ FRi ( '84" ILME AND VANEDATE 48", 54", 60', 72", , P:• ::CAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE I N )CKOUTS AC AN ACCEPTABLE ALTERNATIVE TO THE REBAR - 96", 120.OR 144" . )WN ;. §PR NQTF , LiRai ADJUSTMENT SECTION, WIRE MESH HA! - A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE V: ip5-X.'FOR \. MAINTE CE �, 1.; 2p. STEPSOR L/ ;HU'kN.GF'UT DIAMETER SHALL NOT BE GREATER THAN IB". I: SHALL HAVE A WALL THICKNESS OF 2•MINIMUM TO 2S" GAP BETWEEN THE KNOCKOUT MAXIMUM. PE OUT I E OF WALL AND TI E OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, S• \ FILIHE GAI WITH JOINT MORTAR IN ACCORDANCE WITH \ L 12"(TYP) SI L. Df PECIFICATION9-04.3. :1. THE MAXIM M DEPTH FROM THE FINISHED GRADE TO THE LOWEST 1• 2" q• PIPE INVE f SHALL BE 5'. 12', OR 2 o •. -.yr ro.. r NND GRATE MUST BE INSTALLED WITH THE FLANGE .+ T •7CWN_' T 1"MIN. 24" 2.5" MAX. [1 D �_ .: PRFREIIJFORCING S EE4;�(�'P,)TE RHO ONE #3 BAR HOOP FOR 6' HEIGHT O' RING MIN 12 MAX 2UNDED 4V OR STEEPER. OF R. INCREMENT (SPACED EQUALLY), SEE I"OTE 1 12' fi _ GRAVFR��IjCfjF.IIW-pf-PfPFE iM R'JG f"" YJ I OP OF THE PRECAST BEDDING PER' SDOT STD. RECTANGULAR AD AT 12 \ S� S -.1I' N SPECIFICATION SECTION 9-03.12(3) 6" <UF6ROLES SHALL BE GROUTED FULL AFTER THE INLET HAS tlttN PLAO U. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS 60 S PE AF,ATE,,BB�ASE INTEGRAL BASE:CORDP NCE WITH STANDARD SPECIFICATION 9-20.3(2). E N PRE�A§`FE PRECAST 9 B. \ ALLER GH DE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS. RINGS. RISERS. #3 BAR EACH CORNER NOTES: 1. NO STEPSARE-IREQUIRE WHEN HIIG• TISA'OR•LESS. HOOP I ta 2. THE BOTTOM OF THE PRECAST CA}CIN MAYBE�N SLOPED TO FACILITATE CLEEAAN✓NG.I�J{ C I iy 3. THE RECTANGULAR FRAME AND G[UT€ M6 T%8E I INSTALLED WITH THE FLANGE DO}NM•T - F klE AY BE CAST INTO THE ADJUSTMENT -SECTION. I' 4. KNOCKOUTS SHALLIHAVE"A WALL THICKNESS OF 2' MINIMUM TO 2.5" MAXIMUM. PROVIDE AA 1.5' MINIMUM BETWEEN THE KNOCKOUT-WALLI ANDTHE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 5. ALL GRADE RINGS, RISERS F9rCA3TTNGSARgL.rBE&ETI( IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 6, WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9, ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. c PUBLIC WORKS DEPARTMENT CkTCk BASIN DIMENSIONS CATCH BASIN DIAMETER nIRFCTIONE. MIN. WALL 1(,THICKNESSIAI UNTIL FRAM MIN. BASE L LTHICKNESSJl E IS FLUSH WITH MAXIMUM NOCKOUTfSVE AVEMENT AS DE'I INM DISTANCE )E ISETWEENS _FKNOCKOUTSA 48" 4• 6' 36' 8" 79 601 5" 8• 4V 8• 72" 6" 8" 60" 12" 12• q2" 120' 10" 12' _/ 11 961 144' a2'"- - - - 12 108" - - '12' -E PIPE *ICLOWAI T 11 �� 1 1 1 CATCH BASIN #3 BAR I I AXIMUM CORNER A B" (1i11ie, MATERIAL WI H'M INSIDE DIAMETER DIAMETER IIICONCRETE ! ALL METAL T CPSSP(+ SOLID WALL I PVC I PROFILE WALL P, PVC 48" 24' 3o-7I 'I 24' 3 " 1 1 30" 54" 30• 38 30' %36" 3fi' 60" 36' #: BAR HW2"? 36' 1A .42" 1 42" 72' 42' 54" I I .. 42" I'I 48" I 48" 84" 54• ED- _ 54 - _ 4 " - 48" 96" 60' 72" i60' �_ 48" 48" 120 66' 1.- 60• \.8^ 48" 144' 78" 96" 60' .48' 49" 'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC .199q o) 2 STD. SPEC. 91 ALTERNATIVE PRECAST BASE SECTION a STD. SPEC. 91 STD. !PLAN - 201.00 CATCH BASIN TYPF ] P PR ^ 6AviCcHNBrAtniNGTLQE.2 CGAZ '9/2g%2016 it ,4'5.v 7L .DATE DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 SEE NOTE 4, LIMIT OF PIPE ZONE PIPE ZONE BEDDING AND T BACKFILL, SEE NOTE 5 } 6' O.D. FOUNDATION LEVEL 6" FOUNDATION MATERIAL, IF REQUIRED, SEE NOTE 6 ®GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 91 OR MAINTENANCE ROCK (WSDOT 9-03.9(4)) FLEXIBLE PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARRELS. 2. HAND TAMP UNDER HAUNCHES. 3. DIRECTLY OVER PIPE, HAND TAMP ONLY. 4. SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR TRENCH WIDTH. 5. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 6" LOOSE LAYERS AND COMPACTED TO 95%MAXIMUM DENSITY. 6. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOT/APWA SPECIFICATIONS SECTION 9-03.17. PIPE TYPE MINIMUM COVER (FT) PUBLIC? PRIVATE? ALLOWED IN ZONE 1 OF THE APA? LINE CORRUGATED POLYETHYLENE PIPE (LCPE) 2.0 YES YES YES CORRUGATED POLYETHYLENE PIPE (CPE)- TRIPLE WALL 2.0 YES YES YES POLYVINYL CHLORIDE PIPE (PVC) 3.0 YES YES YES SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE) 2.0 YES YES YES POLYPROPYLENE PIPE (PP) - DUAL WALL 2.0 YES YES YES CD C) D V/00 O Z N CD / U •j W CU / E J O H- I cn --of/ I x / x N N I U m T~ CONSTRUCTION RECORD DRAWINGS m� DO X THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE m PREPARED FROM THE CONTRACTOR'S CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY REDLINED MARK-UPS OF THE CONSTRUCTION a DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON N RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF NOT RESPONSIBLE FOR ERRORS OR N OMISSIONS IN DATA OR CERTIFY THE AS OF 10/29/2024. 10/29/2024. ACCURACY OF THE INFORMATION PROVIDED x��iae�l�uet�ew x Dakota X BY THE CONTRACTORS AS -BUILT REDLINES. (Siuwcial o MINIMUM DISTANCE DIAMETER BETWEEN BARRELS 12" TO 24" 12" 30"TO 96" DIAMETER/3 102" TO 180" 48" UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO! STD. PLAN - 220.10 PIPE ZONE BEDDING AND COMPACTION - FLEXIBLE PIPE OU DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SEE NOTE 4 CLEAN SURFACE AND BOTTOM AREA. I PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION A4: DJUSTMENT SECTION / > BASE SECTION NOTES: 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4, ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Yx BOND. 5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR. 6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3. 7. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHTEDGE OF SUFFICIENT LENGTH, 10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 202.00 4.. DEPARTMENT PUBLIC WORKSCATCH BASIN INSTALLATION [ZAz9/28/2018 I'> DATE PIPE ZONE BEDDING AND BACKFILL, SEE NOTE 4 - FOUND LEVEL TRENCH WIDTH, SEE NOTE 3 PIPE ZONE BEDDING AND SPAN - BACKFILL, SEE NOTE 4 IT777f7T L9i RISE FOUNDATION LEVEL FOUNDATION MATERIAL, E. IF REQUIRED, SEE NOTE 5 RIGID PIPE NOTES: 1. PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN A TRENCH, THE HORIZONTAL LIMITS OF THE PIPE COMPACTION ZONE SHALL BE THE WALLS OF THE TRENCH. 2. O.D. IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR THE OUTSIDE SPAN OF PIPE -ARCH. 3. SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR TRENCH WIDTH. 4. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 6" LOOSE LAYERS AND COMPACTED TO 95%MAXIMUM DENSITY. 5. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOT/APWA SPECIFICATIONS SECTION 9-03.17. ®GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3)) OR MAINTENANCE ROCK(WSDOT 9-03.9(4)) MINIMUM ALLOWED IN ZONE 1 PIPE TYPE COVER (FT) PUBLIC? PRIVATE? OFTHEAPA? CORRUGATED 20 YES YES YES STEEL PIPE SPIRAL RIB STEEL PIPE 20 YES YES YES PLAIN CONCRETE PIPE (PCP) 20 NO YES NO REINFORCED CONCRETE PIPE 1.0 YES YES NO (RCP) CORRUGATED OR SPIRAL RIB 2.0 YES YES NO ALUMINUM PIPE DUCTILE IRON PIPE 1.0 YES YES YES CIRCULAR PIPE DIAMETER MINIMUM DISTANCE BETWEEN BARRELS 12" TO 24" 12" 30" TO 96" DIAMETER / 3 102" TO 180" 48" PIPE -ARCH SPAN MINIMUM DISTANCE BETWEEN BARRELS 18" TO 36" 12" 43" TO 142" SPAN 13 148• TO 199• 48• UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 220.00 c PUBLIC WORKS PIPE ZONE BEDDING AND APPR E°: DEPARTMENT COMPACTION -RIGID PIPE GAZ 9/28/2018 DATE :45 A 3 C700 TTERING 1LT HOLES - 3 PLACES ILALLY SPACED 120° APART ON 1116" DIA. B.C. SKID GROOVE PATTERN DIA. PICKHOLE COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5/8%11 x 1.5 SS RUBBER WASHER 25" DIA. r J�L 3/4" I/2 I 3/4I I� (TVP.8 ") �I 1/4' 118" FIVE. 26 1/2"DIA. 25 1/a• DIA. GASKET GROOVE DETAIL NEOPRE7-SK- 112" 5/8• 233/8"DIA. CL OPEN 275/16^DIA. SKID GROOVE PATTERN DETAIL 34 1/8'DIA. FRAME SECTION VIEW NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL. 2. THIS COVER SHALL ONLY BE USED FOR STRUCTURES WITHIN PRIVATE DEVELOPMENTS OUTSIDE OF PUBLIC RIGHT-OF-WAY. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 204.40 PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT (PRIVATE) LIZftin Pastuch&/16/2020 �t88T3AkD988449D__ DATE 8:48 1 � J r-, R-419925 z 'c� S J. h, LU oF WAsHj , IN COMPLIANCE WITH CITY OF RENTON STANDARDS p 3 C 'RJ ,A 4276 0 • Call 811 �oc�sISTEg�'y� 1601 5th Avenue, Suite 1600 a�wn^ SIONAL two business days E� Seattle, WA 98101 v! ® before you dig 10/14/2024 206.622.5822 Z www. kpff. co m 1 CIVIL CONSTRUCTION PERMIT CMK 10 19 21 TJE SURVErED: sue: VERTICAL. NAw 1908 CITY OF RENTON SUNSET GARDENS 10/14/2024 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 12 20 21 TJE AS SHOWN HORIZONTAL NAD 1933/1991 z 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 02 18 22 TJE DESIGNED: 2900 NE 10TH ST, RENTON, WA 98056 PAGE.FIELDOK: O RENTON P�� 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE DRAWN: DC, JYL DRAWING No: 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: ONE INCH DATUM z AT FULL SCALE Planning/Building/Public Works Dept. C730 ce NO. REVISION BY DATE APPR IF NOT ONE INCH w �PTJE SCALE ACCORDINGLY STANDARD STORM DRAINAGE DETAILS SHE` 25 �`44 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 c/ Z W r) rr G W v / Z Z:) c/ / Z O I— Z W rr SEE STANDARD PLANS 110, 110.1, 110.2, AND 111 FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS SPECIFIED IN CONTRACT DOCUMENTS 2"MIN. -- EXISTING PAVEMENT SURFACE 6"MIN., SEE NOTE4 ANEAT LINE TRENCH / "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), COMPACTED TO 95 % OF MAXIMUM DENSITY "CRUSHED SURFACING TOP COURSE"PER WSDOT STD. SPEC 9-03.9(3), "BANK RUN GRAVEL FOR TRENCH BACKFILL" PER WSDOT STD. SPEC 9-03.19, OR "GRAVEL BORROW" PER WSDOT STD. SPEC 9-03.140), COMPACTED TO 95% OF MAXIMUM DENSITY BENCH AS NEEDED FOR SHORING SYSTEM WHEN DEPTH IS 4' OR GREATER J PIPE PIPE ZONE BEDDING AND BACKFILL PER STD. PLANS 220.00 AND 220.10 — i SEE NOTE 1 UNPAVED AREAS I PAVED AREAS NOTES: i. SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. 2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC. 3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER. 4. IN PAVED AREAS, IF PIPE HAS LESS THAN V OF COVER, USE "CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE, 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. STD. PLAN - 220.20 R 1� DEPARTMENT PUBLIC WORKS TYPICAL TRENCH AND BACKFILL RR D GAZ 9/28/2018 1 � DATE 45 A C700 �M�, 3/4" FLAT FACE GOTHIC a❑ y 9" DIA +i " goo o � C3 STORM O 4- 13000 A ❑❑ DIA 10-1/2" DIA (2) 3/8"-16 SS SOCKET HEAD CAP 15"DIA (1) OPEN PICKHOLE 1" SCREW (ALLENHEAD) WNVSHRS ON A B" DIA BOLT CIRCLE CAST IRON FRAME AND COVER, SEE NOTE 3 8" CLASS "B" ASPHALT, SEE NOTE CLEANOUT RISER, SEE NOTE 2 PAVED AREA (TYP.) EXTEND CLEANOUT RISER 2" ABOVE DESIGN PONDING ELEVATION OR PER PLAN - DESIGN PONDING ELEVATION - 4" COMPACTED SAND OR n GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4) CLEANOUT RISER, SOIL TIGHT 45° BEND SEE NOTE 2 - �7 8-11�3/7166" D�IIABp� COVER SECTION FERNCO GASKETED QUIK CAP OR SIMILAR `4"STREAMBEDCOBBLES PER WSDOT 9-03.11(2) III III III n llll WYE =1I1=1 —I SOIL TIGHT � � — � — � — — COUPLER I_IIII1�= UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR —III—III—I PIPE, SEE NOTE 1 CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA TO OVERFLOW STRUCTURE OR STORM MAIN MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: 1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10. 2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1 PT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR "DRAIN". 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. GENERAL NOTES: 1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 226.00 4 PUBLIC WORKS[1,11)81Vned08by: DEPARTMENT STORM SYSTEM CLEANOUT actin Pastucha $/13/20 VASOF"�j'�u1 x, 988¢q,9D... DATE J F_ W I O I`rJ U (n I cn ck m cn m I N O O) /n o J / Q u) O) In 0 ¢ UI O CD c O) C-7 N N c O (/7 c O C O) Un O r- O O O N O O (D) O O N CD O / O U` O Z N CD / U U / E J O H- I aN /af / x I / x x N N I U m T~ CONSTRUCTION RECORD DRAWINGS m� 00 THESE RECORD DOCUMENTS HAVE BEEN Michael Ruether (TH E I Dakota Simurdak (THE " PREPARED FROM THE CONTRACTOR'S CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY co REDLINED MARK-UPS OF THE CONSTRUCTION E DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON N RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF NOT RESPONSIBLE FOR ERRORS OR N OMISSIONS IN DATA OR CERTIFY THE AS OF 10/29/2024. 10/29/2024. ACCURACY OF THE INFORMATION PROVIDED x��ad leaetlew x Dalota fl�raehl BY THE CONTRACTORS AS -BUILT REDLINES. CD x 1 CIVIL CONSTRUCTION PERMIT 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 CIVIL CONSTRUCTION PERMIT REVISION 5 GRADING, STORM, AND PSE UPDATE NO. REVISION 24" ' r I L BOLT -DOWN SLOT, gq• SEE DETAIL AND 2 1/2" DIA, HOLE NOTE 1 1 11/4' 20" A OQ 5/8" I O000�o I T � I E SLOT DETAIL L SEE NOTE 1 J m 3" TOP R26-, SEE NOTE 2 � DO��OO��DOOO�O�QOO�O � T ISOMETRIC 4 3/4�1 1/21 /2" L SECTION B 1 5/8" MAX. R39% SEE NOTE 2 SECTION A R_� PUBLIC WORKS DEPARTMENT NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN LIEU OF THE RIB DESIGN. 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.10 D: RECTANGULAR SOLID METAL COVER GAZ 9/28/2018 I DATE C M K 10/ 19/21 TJE suRvEYED: C M K 12 20 21 TJE DESIGNED: cMK CMK 02 18 22 TJE CB 06 17 22 TJE DRAWN: DC, JYL CB 12 20 23 TJE CHECKED: cEI BY DATE AP P R I APPROVED: TJE :45 r3'4� IN C700 �WAS&N?;�� 0 42'I61 - • Call 811 �o��S��rSTEgVg", SIGNAL E� ® two business days before you dig 10/14/2024 SCALE:VERTi_ AS SHOWN HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com ki CITY OF RENTON Planning/Building/Public Works Dept. Ln LO O O T N 1 L J T N a J T N R-419926 z w IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 ra� V w v! Z RENTON SUNSET GARDENS 10/14/2024 z z FlELDBOOK: 2900 NE 10TH ST, RENTON, WA 98056 PAGE: O DRAWING NO: C731 W STANDARD STORM DRAINAGE DETAILS SHE: 26 OF`44 0� p w c/) z w p or Q G w cn z Cn z O I— z w oC a w 0 I I 0 M U cn 1-1 LO A7 SECTION A —A A MATERIAL: CAST IRON QUALITY: MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 30B PAINT: BLACK PAINT GRATE TO BE EMBOSSED WITH "NO DUMPING, DRAINS TO RIVER" GRATE SHALL BE MANUFACTURED TO FIT AREA DRAIN OPEN GRATE AREA = 82.87 SQ. INCH MIN BEEHIVE GRATE NTS m 12" HINGED GRATE 1 2 OR BEEHIVE NC732 k2732 GRATE N 0 a c I VARIABLE INVERT HEIGHT INLET/OUTLET. CD (SEE PLAN) SIZE PER PLAN U I CD 0 a I co cn s 24" TYP ONSITE 12" TYP BIORETENTION 0 0 0 0 oN NOTE:0 CV o 1. TRENCH AREA DRAINS SHALL BE COMPATIBLE WITH TRENCH o CD DRAIN SYSTEM AND AS RECOMMENDED BY THE MANUFACTURER. RATE COVER s" NOTES: MATERIAL: CAST IRON QUALITY: MATERIAL SHALL if CONFORM TO ASTM A48 - CLASS 30B PAINT: BLACK PAINT 0.38" GRATE TO BE EMBOSSED WITH "NO DUMPING, DRAINS TO RIVER" GRATE SHALL BE MANUFACTURED TO FIT AREA DRAIN OPEN GRATE AREA = 50.60 SQ. INCH MIN FLUSH GRATE NTS n» ri rvini r SECTION VIEW 2 C700 8" PVC OVERFLOW E=355.33- 355.04 8" PVC E=3§41- 354.37 =HORIZONTAL L5 COMPACTED BACKFILL FILTER FABRIC �° �Oc iaUu �aU 04 6" FLEXIBLE Da� Da PERFORATED PIPE O O GRAVEL BACKFILL %w 24„ FOR DRYWELLS 0J 2. AREA DRAINS SHALL HAVE BEEHIVE GRATES IN PLANTERS AND FLUSH GRATES IN PAVING, UNLESS NOTED OTHERWISE. �cn SECTION A —A x N AREA DRAIN 3 GRAVEL FILLED INFILTRATION TRENCH I CDm T~ CONSTRUCTION RECORD DRAWINGS m� 00 THESE RECORD DOCUMENTS HAVE BEEN Michael Ruether (THE I Dakota Simurdak (THE co PREPARED FROM THE CONTRACTOR'S CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY Q m REDLINED MARK-UPS OF THE CONSTRUCTION DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF NOT RESPONSIBLE FOR ERRORS OR o OMISSIONS IN DATA OR CERTIFY THE AS OF 10/29/2024. 10/29/2024. ACCURACY OF THE INFORMATION PROVIDED x /vr/�hd A&de". x Dalota Lyr dal BY THE CONTRACTORS AS -BUILT REDLINES. CD x NTS 1 CIVIL CONSTRUCTION PERMIT 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 CIVIL CONSTRUCTION PERMIT REVISION 5 GRADING, STORM, AND PSE UPDATE NO. REVISION C700, C71 1 C M K 10/ 19/21 TJE SURVEYED: C M K 12 20 21 TJE DESIGNED: cMK CMK 02 18 22 TJE CB 06 17 22 TJE DRAW": DC, JYL CB 12 20 23 TJE CHECKED: CB BY DATE AP P R APPROVED: TJE c ID �o PLAN �y °Q a a SECTION A FLOW SPLITTER NTS V;ZC T 8" PVC 2" STAINLESS STEEL GUIDE RAIL ASSEMBLY (TYP) '<- ° PUMP (2 TOTAL) _2" GIP FM ° (1)4' PVC CONDUIT ELECTRICAL POWER CABLES PER ELECTRICAL (SEE NOTE 4)11, �o PLAN �? 2'x3' HATCH COVER d O a ° HANDHOLDS PER 2" GIP FM KCRDCS DWG. 7-011 IE=359.50 GATE VALVE(S) CHECK VALVE(S) 2" GIP FM 48" DIAMETER LIFTING CHAIN - TYPE 2 SDMH AND SHACKLES STAINLESS STEEL - GUIDE RAIL SYSTEM 8" PVC IE=356.00- 354.33 C70 NOTES: HWL ALARM EL=357.89 8" INLET SEE 4/C710 FLOAT TREE 48" DIAMETER MANHOLE PUMP ON EL=354.45 PUMP OFF EL=352.66 jrlk_�7 7 LOW WATER ALARM EL=352.08 11 BTM ELEV=351.16 < SECTION A PUMP(S) 1. DUPLEX SYSTEM USING LIBERTY FL30 SERIES OR APPROVED EQUIVALENT. 2. EACH PUMP SHALL HAVE A MINIMUM 46 GPM CAPACITY AT 9.18' TOTAL DYNAMIC HEAD. 3. PUMPS SHALL FIRE IN AN ALTERNATING SEQUENCE. ALARM/CONTROL PANEL AND WIRING BY ELECTRICAL. 4. COORDINATE WITH ELECTRICAL CONTRACTOR FOR SIZE, MATERIAL AND LOCATION OF ELECTRICAL CONDUIT FOR PUMP CONTROL/POWER CABLES. POWER CABLES SUPPORTED BY STAINLESS STEEL FLOAT HANGER. PUMP POWER CORDS NOT SHOWN. 5. PUMP CONTROLLER SHALL HAVE AUDIBLE AND VISIBLE HIGH WATER ALARM. 0 r� 4276 • Call 81 IONAL 1601 5th Avenue, Suite 1600 ° two business days Seattle, WA 98101 before you dig 10/14/2024 206.622.5822 www.kpff.com SCALE: lq:yff HORIZ MAL NAD 1983/1991 " CITY OF AS SHOWN RENTON ONE INCH DATUM " AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY PUMP STATION LO ^ 'T L / O T N H • H T N a J C700,C710 R-419927 z w IN COMPLIANCE WITH CITY OF RENTON STANDARDS p a w z RENTON SUNSET GARDENS 10/14/2024 2900 NE 10TH ST, RENTON, WA 98056 z FlELDBOOK: O PAGE: DRAWING NO: C732 w s" STORM DRAINAGE DETAILS 27 �`44 NTS 00 T I 0 W Z W 0 rr rQ V W Z r� V ) Z 0 Z W rr OUTL[ NOT BY Ci (LOCATION ` ■■ *INLET NOT BY CON (LOCATION VARIL3) mW1 VAULT LENGTH nl � ►I vlru� UNDERDRAIN 7" 0 CLEANOUT 2" 0 IRRIGATION PORT (TYP 3 PLACES) TREE GRATE PLANT PROVIDED BY CONTECH ENERGY DISSIPATION ROCKS L,.,,, ELEVATED GRATE AND FRAME (CAST INTO CAST —IN PLACE TRANSFER OPENING RISER NOT BY CONTECH) 4"x15" ON 4' WIDE VAULTS CLEAN OUT FRAME AND w `h COVER CAST INTO TOP SLAB *INLET PIPE W/ (3) 2" RISER RINGS NOT BY CONTECH TOP SLAB (LOCATION VARIES) U � 1 J 11Al1E ° 0.5 (STD) — a : 2" 0 IRRIGATION PORT INLET BAYCD : PERMANENT SETTLING C" (TYP 3 PLACES) POOL ELEV. 3" MULCH LAYER, TYP PROVIDED BY CONTECH 'd °• •:° a d . . OUTLET PIPE 6" UNDERDRAIN FLOWKIT STONE LAYER, TYP NOT BY CONTECH PROVIDED BY CONTECH (LOCATION VARIES) o' 21" FILTERRA MEDIA, TYP SECTION A PROVIDED BY CONTECH a CD (STANDARD DEPTH SHOWN) cn 0 NOTES: Ln 0 FILTERRA UNIT SHALL BE SET ACCORDING TO THE SPECIFIED OUTLET PIPE. INVERT ELEVATION TOP N SLAB SHALL BE SHIMMED AND GROUTED TO MATCH SURROUNDING SIDEWALK SLOPE AND GRADE. 0 0 N � / CD CD oz FILTERRA SYSTEM N / cD U � � NTS C700, C71 1 EJ O F-- y= Q(D / I x / X N N I (D m T~ m c11 CONSTRUCTION RECORD DRAWINGS / THESE RECORD DOCUMENTS HAVE BEEN 00 co PREPARED FROM THE CONTRACTOR'S REDLINED MARK-UPS OF THE CONSTRUCTION Michael Ruether (THE Dakota Simurdak (THE CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY Q m DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF NOT RESPONSIBLE FOR ERRORS OR o OMISSIONS IN DATA OR CERTIFY THE AS OF 10/29/2024. 10/29/2024. ACCURACY OF THE INFORMATION PROVIDED x /�i��iae�l�uet�iew x Dakota �issruwcial BY THE CONTRACTORS AS -BUILT REDLINES. o x LLJ 0 0 3 BEEHIVE AREA Z m LLJ �32DRAIN Z LLJ 6" PVC OVERFLOW m IE PER C710 N +++++++I++�++ ++++++ ++ +++++++ PLANTER WALL PER STRUCTURAL FINISHED GRADE 3" ARBORIST WOOD CHIP MULCH tAL L L-A +++18"BIORETENTIONSOILMIX 00 0• o y +• .. ..• NATIVE SUBGRADE GRAVEL BACKFILL FOR DRAINS UNDER AREA DRAIN INFILTRATING BIORETENTION PLANTER 1 CIVIL CONSTRUCTION PERMIT 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 CIVIL CONSTRUCTION PERMIT REVISION 5 GRADING, STORM, AND PSE UPDATE NO. REVISION NTS C M K 10/ 19/21 TJE SURVEYED: C M K 12 20 21 TJE DESIGNED: CMK CMK 02 18 22 TJE CB 06 17 22 TJE DRAWN: DC, JYL CB 12 20 23 TJE CHECKED: CB BY DATE AP P R APPROVED: TJE C700,C732 • Call 811 • a two business days before you dig SCAM �0 _ of WAsy..Gn, � 4�jSroy, 'Eo4, �gTEg�� SSIONAL 10/14/2024 HORIZ MAL NAD NAVD1983/1991 AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATUM GRAVEL BACKFILL FOR WALLS MIRAFI 140N OR - APPROVED EQUAL GRAVEL BACKFILL FOR DRAINS SLOTTED DRAIN PIPE W/ PERFORATIONS DOWN IE VARIES SEE PLANS 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CITY OF RENTON + N Planning/Building/Public Works Dept. EXTEND GRAVEL BACKFILL VERTICALLY TO BOTTOM OF PAVEMENT SECTION OR WITHIN 12—INCHES OF LANDSCAPE FINISHED GRADE 4 0 0 0 0 "C/J/ 00.: a o O c o 000 00 0 O 0 0 0 ° C o O ° ° 0 o 0 0 c, 0 O a. O 0 p 0 0 o a4 . o ° o r j O O 0 0 � O 0 p 0 0 O _ .pop 00 • 0 . p 00 . O .0 ° Q ° ° a a 6" a 6" MIN. r 18" MIN. i i� 1 i 1 PIPE SHALL NOT ENCROACH WITHIN FOUNDATION BEARING LINE FOOTING DRAIN NTS SLAB —ON —GRADE PER ARCHITECTURAL PLANS a a 4 °p o 0 00 o 0 00 o o p 0 p o o 0 p o p 0 o _ o _ o _ FOOTING PER STRUCTURAL 3 C700 LO T 0 T N 6 &K H • H T N a J N R-419928 z W IN COMPLIANCE WITH CITY OF RENTON STANDARDS p ra� V w v! Z RENTON SUNSET GARDENS 10/14/2024 2900 NE 10TH ST, RENTON, WA 98056 z FIELDBOOK: PAGE: O DRAWING NO: C733 W STORM DRAINAGE DETAILS SHE: 28 0"44 NOTES I 1. SEE C600 FOR UTILITY PAVEMENT RESTORATION IN ACCORDANCE WITH RMCLO ROW SANITARY SEWER Z 9-10-11 TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS. T LO 1 �III PROFILE C810 F_ 2. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT MJ ENDS O SEE SHEET C801 0 MATCHLINE. MATCH LINE - SEE SHEET 2 SHALL HAVE AWEDGE-TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES Ll.l MATCH LINE - S � o 1100. N O CID n Q SEE SHEET 3 o�. q� ��» N _ CONNECT TO °Jw. ¢y° U EliF= N �� 3. CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL WATER FITTINGS PER C830 EX 8" PSS —+ t— l� F WA4T°-y� B2S �Ay �s COR STD. PLANS 330.2 AND 330.3. "�' 2FJ.� 8"P5 � JJ 4AJ�. JJ� COO G ASP ALi c, �'•.p ' PAVE E CONC. SS A z� I DRIVEWAY ASPHALT p� CONIC. 6"PS 2°4� �CONC IVEWAY 9j195, P �l �iS J'o y SIDEWA K 6"CURB 1 PAVEMENT� f 4" V J SS ��$s�s ON ° ° ASPHALi WHERE NEW WATER MAIN CROSSES A NON POTABLE PIPE, ONE FULL F��y SS � �� INDEX AVE NE/>�°i �os�• R PAI M(TM 6"Clip., P UP PAVEMENT z PRIVATE D(S) DIRECTION ANITARY SEWE�I X A V A� s '_,_' ss LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR w; �' %°m ASS SS ;x UP 7��%� ��°q�`� °m SS e"PS — UP W STREET SIGN �w w An w w�W ° q „ �� P� SS� MAXIMUM JOINT SEPARATION. P y� �' P OFILE WN y L-355.50' /` SS S 6"PS S Q p CiDP �, �""'` 51 +00 ° R=1597.60 J� �J w w °°° P o P o=,g;as_oa• ��,�. - m9 J E VE —W _�� -I NE IN _ W "� 5. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE HALF OF PIPE LAYa"Ps �S ° y 6^w P � 6 IN G Ss 6'CUR9 c ��y 2'PSD P P P P B-72"PSD �B� �� 2 � 2"P � COMME CIAL ABU SSW __ w BLIC RIGHT-0 - � � � MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE. �['�j WAY APPROX. LOCATION 49+ a ��wA B �" — ER PAINT MARKS P A gppROX. LOCATION P ER PAINT M(T� I— (Jl "WA u� APPROX. LOCATION PAVgMENT P P q LT 1 �e,�qq w P G §, �2Sd �� `rU. t�` oy n PER PAINT MARK PAVEMENT ROX. LOCATION —O+0 W oyWo J G2Pm G yG� FIR MARKS o §B COOAN A' NE 53+81 p — —T CTD G b"w ® R-' 9 P P JEFFERSON E) DIRECTION L=Z1„5g T Z 2 G� WI P_ — — P P SET PK NAIL CO CONC. G ° °° R_21 PPROX. LOCATION W W/ WASHER SIDE ® P O DRIVEWAY d-9�•24, ^; 55" ( O �/�^' ER PAINT M(R1YKP AL �o IN IRRIGATION METER PREVIOUSLY G 2"G �./ / gyp,-��g# — u IX -WALK �O 2 y P P d �� T _ INSTALLED BY COR P d _ LEGEND N _ r — d z- - - - - --- --- -- P - --- P --__ - — o - - ° cuRe �s �s EV �" 9 PUBLIC a wsw PROPERTY LINE — Y °m — — — — s RIGHT -OF -WA m s m W U 2 �m STA 51 +27.04, 38.59' RT o P o r W I N= I I A9 BUILDING LINE IRRIGATION DCVA o° o 9�° 9qy 9s PER COR STD 340.8 )'�T ss ss SANITARY SEWER 6 SS POC IRRIGATION SERVICE G ° 30.00 y°s TRANSFORMER PAD AND (SEE LANDSCAPE) --- — �.yF F w,rI' °`" RIGHT_ O w w WATER < 1211 ° VAULT (BY PSE) 4 2 �, s �ACATED_WAY STA 51+15.32, 39.72' RT 2 METER PREVIOUSLY `y ORO. No 3 3g ® ET PK N L $ 2 4" DCVA PER COR STD 350.1 INSTALLED BY COR C812 C831 �Fcy� l W O G- ROW / wASHE � ` R WATER > 12" F2, '^ ^w - - I n °m Ali z 4" RESIDENTIAL STA 51+21.53, 38.90' RT - - - - - - - Fs Fs FIRE SERVICE Ir, A ° Fir- so ,-S. T A � � � �� _ � WATER POC RPBA PER COR STD 350.2 C832 0 � �i y zx yJ L�J °��s��G \. c� Q ti 9 Ci i o r °- P W s y o 2 COMMERCIAL WATER POC - �ti , - - - - - - - ya L A4- UTILITY EASEMENT O T 4" METER PER COR STD 320.4 5 3 `'�� Z ' 9 � s PRV LOCATED INSIDE BUILDING C812 C831 # ° °�s�s N VALVE N 21��0! 1 6» FIRE POC =x (SEE PLUMBING). CONNECT TO° 5 ,APm Fs s _lam\�\ —STUB PREVIOUSLY INSTALLED — s c`b '°yLg THRUST BLOCK ° U �� ^z ,� o�� m I y° L 1 DCDA SD BY COR s y T%m �31 s ENLARGEMENT �34 S So D s SD ° �� \ 2;y 9� ° s FIRE HYDRANT Gi li% I �" i• �F9l� rF9% 'GAr I J 6"PS Cn yf!°° 3 g 6 D s --- -- --- SLEEVE o r o �sy ° 5�, — — — —_ — _ �� • SSCO �31 (n ss ---- w CO IF D cn J0 � 00j /,� �yy�lo gFPgPO-h O C O J O \ T `� r FLAG NOTES — — — — — — — m ~ �`� m'�� N�y 1 COORDINATE TRANSFER OF EX WATER SERVICES TO NEW WATER MAIN °ass 9O°a>22� �CF ��F ��y O \ r — — — — — — — — — — — J °�� 0 C"I' ��yFss 9 ` �y �� J / WITH COR UPON ACCEPTANCE OF NEW WATER MAIN. SERVICE TRANSFER cn cn ��°P SS WILL BE DONE BY COR AFTER NEW WATER MAIN IS INSTALLED, TESTED, °- � NoD � 0 ��°�� SEE PLUMBING FOR � P ° `� ��ss ACCEPTED, AND OPERATIONAL. REFER TO COR MAPS FOR LOCATION OF BELOW STRUCTURE \ EXISTING SERVICES. I / - s, 6 E; DRAINAGE °� S s N 01 I I 00 �qaw� 02 EX FIRE HYDRANT TO BE REPLACED. EX FIRE HYDRANT SHALL REMAIN o m 0. OPERATIONAL UNTIL NEW WATER MAIN AND FIRE HYDRANT ARE ACCEPTED ° y M SS cp AND OPERATIONAL. EX FIRE HYDRANT, FIRE HYDRANT VALVE, AND VALVE o, o BOX SHALL BE REMOVED AFTER ABANDONMENT OF EX WATER MAIN. EX m + ® PR PROPERTY LINE w°� HYDRANT TO BE REPLACED SHALL BE SALVAGED TO COR WATER SHOPS. ° Qom, N ° °O O �, N ``° I 4 (TYP) �� P° • °� ° ° Cj X FkC o°y �•o� y •• e G. ° f G ��pi' EX PROPERTY LINE (TYP) 9yg�°cn 6" W TO BE ' It EX 9"sue �� "I ABANDONED BY COR a- ��m ! �' � m G °B yy q CONC. AVE �ND i / J G aCD _j �EFFERSpN NACCESS� w� Asp vE RESOD , ma\N 6'G�RO NG. Q �"3 ``lss J.J� P5 ss 4�- D}� w� `'WEWPIX �X o�\°� JEF Ef\RI'JFF((��]]Z�jP w g9z pO0_ r W N 16p50 E R� l3T ,n C0N0 W� / E > Ap� W W EE N VE 369 o Q.6 / PNO o c) �' W � so s� / O P RT VVR / "gµ_ / \ •S GO C+ i (n—� RET C so c+� /.7 J. / o d SD S pF wAsH� °Oy 2 S J Eti • 3 5.1 Z o ID _ W o ssst5` i�5 WPLL ti y v% 00 CD 1-0 CONSTRUCTION RECORD DRAWINGS I TEg�'� m Call 81 �SSIONAL E��`� 1601 5th Avenue, Suite THESE RECORD DOCUMENTS HAVE BEEN two business days Seattle, WA 98101 Michael Ruether (THE I Dakota Simurdak (TH E PREPARED FROM THE CONTRACTOR'S before you dig 10/14/2024 206.622.5822 REDLINED MARK-UPS OF THE CONSTRUCTION CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY www.kpff.com THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON m DOCUMENTS. THE ENGINEER REVIEWING THESE 1 CIVIL CONSTRUCTION PERMIT CMK 10 19 21 TJE S"' 1ED VERTICAL: NAVD 1908 CITY O F COCD RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 12720 21 TJE AS SHOWN HORIZONTAL NAD 19ea/1991 THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF DESIGNED: 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 02 18 22 TJE o NOT RESPONSIBLE FOR ERRORS OR AS OF 10/29/2024. 10/29/2024. 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE DRAWN: DC, JYL RENTON N g OMISSIONS IN DATA OR CERTIFY THE 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: ONE INCH DATUM ACCURACY OF THE INFORMATION PROVIDED �1� CB IFAT FULL NOT ONE INCH Planning/Building/Public Works Dept BY THE CONTRACTOR'S AS -BUILT REDLINES. x /vr/��iae�l�uet�e�` x Daeota &1fruf dal N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY o x TJE R-419929 S-419902 0 10' 20' 40'iiiiii � W-419902 1 inch = 20 feet z LU IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 V w v! z D RENTON SUNSET GARDENS 10/14/2024 z FlELDBOOK: 2900 NE 10TH ST, RENTON, WA 98056 z PAGE: O DRAWING NO: C800 z Uj WASTEWATER & WATER UTILITY PLAN SHE: 29 '44 NOTES .2 V Z T W p N Q 0— G rr I— W V ) z z O z LU rr os��y r�qy S �SS °csy S SS 0o sz�° o o � 92 O 0 STA 17+76.73, 2.01LT Z 4 CONNECT TO EX 12" STUB C835 C832 PER COR STD 300.5 BY COR SEE NOTE 2, (1)-12" SLEEVE, (MJ)' 12" DI SPOOLS AS REQUIRED RO A I NE F �^ ri1�2J SUNSET BLVD I F F sls. 4G c+a J s J zo N Q F° II sa°mT UPON ACCEPTANCE OF NEW �= �q MAIN, REMOVE EX VERTICAL i nQa� CROSS, BLOWOFF PIPING, AND BLOWOFF ASSEMBLY w � w) a- ° CUD D� II mo iZZc` O� ASZ I I I s V) 12" W m '— C811 Z � I z m STA 17+89.72, 1.85' LT (1)-45° BEND, (MJ) (1)—THRUST BLOCK STA 17+92.92, 1.42' RT (1)-45° BEND, (MJ) (1)—THRUST BLOCK UD a U 2" ASPHALT GRINDCD CD I 00 & OVERLAY (TYP) uTZE 2 Cn ASPHALT PAVEMENT ( ) C6. Cn SAWCUT (TYP) TYP � O I5 Y CENTERLINE RAISED 1 + 0 PAVEMENT MARKERS PER N (n CD WSDOT STD M-20.50-02 / I z � J i -o <n x s � xaS y y C N C O1 N cn I CD � c N Q m Wo / � U Cn N Of O ROW O] R a Q COO UD nz° X x a ° c LLJ <n (n MATCH LINE - SEE SHEET MATCH LINE -SEE SHEET 3 MATCHLINE: SEE SHEET C800 Q� o LCJ O Cn Q O CDX1 O N / 6) CD CT t� O J o I O U N Cn I � o O J O m O O Q N I X U / :_ o� "' QCn / I X / CD z CD C-D w C�)/ TQc X CONSTRUCTION RECORD DRAWINGS m� I m THESE RECORD DOCUMENTS HAVE BEEN PREPARED FROM THE CONTRACTOR'S Michael Ruether (THE I Dakota Simurdak (THE CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY REDLINED MARK-UPS OF THE CONSTRUCTION J a m DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON 1 CIVIL CONSTRUCTION PERMIT RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL X THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF / 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NOT RESPONSIBLE FOR ERRORS OR AS OF 10/29/2024. 10/29/2024. 4 CIVIL CONSTRUCTION PERMIT REVISION OMISSIONS IN DATA OR CERTIFY THE 5 GRADING, STORM, AND PSE UPDATE ACCURACY OF THE INFORMATION PROVIDED >� D x /vli�hd t aedew n xyalota Lru dal BY THE CONTRACTORS AS -BUILT REDLINES. N0. REVISION CDX C M K 10/ 19/21 TJE suRvEYED: C M K 12 20 21 TJE DESIGNED: CMK CMK 02 18 22 TJE CB 0 6 17 2 2 TJE DRAWN: DC, JYL CB 12 20 23 TJE CHECKED: CB BY DATE AP P R APPROVED: TJE • Call 81 SIB two business days before you dig SCALE: IL NTAU NAD 1983/1991 AS SHOWN HOR ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 10/14/2024 om- 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com ki CITY OF RENTON Planning/Building/Public Works Dept. 1. RESTORE UTILITY TRENCH TO EX GRADE IN ACCORDANCE WITH RMC 9-10-11 LO TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS. DOCUMENT EX T GRADE PRIOR TO CONSTRUCTION. o 2. FIELD VERIFY EXISTING 12" WATER MAIN STUB LOCATION PRIOR TO T INSTALLATION. REFER TO COR PROJECT WTR2703179 IN COR MAPS FOR I CV RECORD DRAWINGS. id 3. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S) SHALL HAVE A WEDGE —TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100. 4. CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL WATER FITTINGS PER COR STD. PLANS 330.2 AND 330.3. 5. WHERE NEW WATER MAIN CROSSES A NON —POTABLE PIPE, ONE FULL LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR MAXIMUM JOINT SEPARATION. Q0 T 6. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE HALF OF PIPE p MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE. O I N LEGEND Q J WATER < 12" N VALVE THRUST BLOCK r5_�� 31 SLEEVE O --——————————— — — — — —- SAWCUT T :.;.:_:.:. O ASPHALT PAVEMENT I N . . . . . . . . " 2" ASPHALT GRIND & OVERLAY R-419930 Y-A S-419903 0 10' 20' 40' � W-419903 1 inch = 20 feet z W IN COMPLIANCE WITH CITY OF RENTON STANDARDS p a w v) z D RENTON SUNSET GARDENS 10/14/2024 z FlELDBOOK: 2900 NE 10TH ST, RENTON, WA 98056 z O PAGE: DRAWING NO: C801 w WATER UTILITY PLAN SHE: 30 OF`44 Ir T N Ln LO O O T N M N H • H T N a J 7w,ON- H z W r) rr a w z D z O z w oC T T 390 � o N It � p 01� LLJ 380 V ) z 370 W p Q C� 360 W Cn z p 350 Cn z 0 IZ 340 330 320 Q 380 � I �Of I J ma 370 =CD mQ I � I ::D J co cn 360 __j I X I oN 0 350 Mcn CD I X � X N 340 � J cn c Ln J om co CD 330 NE SUNSET ROW ROW ;JEFFERSON AVE NE R COMMERCIAL ACCESS ...........BLVD........:..............................................¢................................................¢................................................¢................................................¢................................................¢................................................¢................................................¢................................................¢................................................¢................................................¢................................................¢......................................................................... BEYOND I I I .............................. ¢.......... ............................. ......¢................................................ ¢................................................ ................................................ ¢................................................ ¢................................................ ¢................................................ ¢................................................ ¢................................................ ¢................................................ ¢................................................ ..................... ......................... ................................................ ¢......................................... i EX 2" GAS LLJ EX 8" (435 ZONE) W TO O .............................................¢................................................¢................................................¢..........................................¢................................................¢............................................¢................ ................................................ ¢...................... <, ... • � � BE ABANDONED BY COR I z l z 12" OV o __-- — EX 12 W::: o — — 13LF1ZDI ---- XDB 3 .......... ............................... ... ;............................................................................................... .>....................-....—....—............................E..............................................;....................... .............................................................................................................. ...;..............................................a........................ I 29 LF DI 3 EX 2" GAS EX 8" SS l O: ................................................¢................................................¢................................................¢................................................¢................................................¢................................................¢..................... a........ ¢............... 1.2%1.0"....TEE x SEE PROFILE 2/C811 CONNECT TO EX 12" W STUB 4 CONNECT TO EX 6" (565 ZONE) W C83 ..............................¢................................................¢................................................ ..........P.................... T........ ....... Y..... R............................:..............................................¢................................................¢................................................¢................................................¢................................................¢............................................¢............................................. ER COR D 3Q0.5 B CO . 2....xfi.....T1=E FIELD VERIFY EX W STUB PRIOR TO SEE PROFILE 4/C813 INSTALLATION (1)-12" SLEEVE, (MJ) FITTINGS AND ADAPTERS AS REQUIRED 17+60 18+00 18+40 FIRE HYDRANT CONNECTION a................................................a...........................12"x6�"....,�E.E............................... a............................... ......... SEE PROFILE 2/C812 SX 6" SD — » 12 GV ....................................... a ................................................ ................................................ ............................................. — — — — — — — — — U 34 LF 12" DI I 46 LF 12"DI ' .................................. a.............................................. ...1.fl....LF....}.2n.....Dt.a. 6" FIRE SERVICE PSE PRIMARY DB 12"6" TEE (2)-4" PVC SEE: PROFILE 3/C812 ..............2-.6 ........ H.VC....................................... 4................................................ ........... () TELECOMM DB (2)-4" PVC 19+20 19+60 20+00 20+40 WATER PROFILE NE 10TH ST SCALE: 1 "=20' H, 1 "=10' V 0 U � ................................................ ¢................................................ ¢................................................ ¢................................................ ¢................................................ ¢................ _ .............a............................................... EXISTING GRADE ABOVE EX W SERVICES TOO OE TRANSFERRED TO WATER :MAIN ALIGNMENT FINISHED GRADE TO o O EX DB MATCH :EXISTING .................TJE.W....1.0,.....W...BY....C�OR....._..._......1 _..._.._._ —<_.., _.. R....—...--...-..-...-...-.......<...-.......................................< .................................... . — — 226 IJIF 10" DI EX 8" 1.5" IRRIGATION S PSE PRIMARY DB CE 2" COMMERCIAL WATER: SERVICE 10%2" TAPPING TEE SEE PROFILE 4/C812 ox w 50+00 50+40 50+80 51+20 51+60 52+00 CD o. o_j WATER PROFILE CD CO CD cl X JEFFERSON AVE NE COMMERCIAL ACCESS SCALE: 1 "=20' H, 1 "=10' V E5- 0 N I aN � I x i CD z CD L� T� X m 1-000NSTRUCTION RECORD DRAWINGS m THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE cn PREPARED FROM THE CONTRACTOR'S00 CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY REDLINED MARK-UPS OF THE CONSTRUCTION a N DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON rl)x RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY THE ELEMENTS OF CONSTRUCTION AND IS THE REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF NOT RESPONSIBLE FOR ERRORS OR N OMISSIONS IN DATA OR CERTIFY THE AS OF 10/29/2024. 10/29/2024. ACCURACY OF THE INFORMATION PROVIDED x lffl��ad leaedce x Dalota &1sraehl X BY THE CONTRACTORS AS -BUILT REDLINES. CD 1 CIVIL CONSTRUCTION PERMIT 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 CIVIL CONSTRUCTION PERMIT REVISION 5 GRADING, STORM, AND PSE UPDATE NO. REVISION 52+40 20+80 C800, C801, C83 4—C835 Z �• .........................................4................................................a..................................... z LO - 24 LF 12 DI .............................a ..... ...................... .....................a................................. » 56 L� 2 DI ry cill cc, 21+20 ROW UEFFERSON AVE NE (RESIDENTIAL ACCESS) BEYOND EX 8" SS ..................a............................................................� EX 4" FIRE SPRINKLER RECONNECTION 10%4" TEE SEE PROFILE 5/C813 52+80 53+20 10" GV CONNECT TO EX 8" W 10%8" TEE SEE PROFILE 5/C813 53+60 21 +60 E 370 350 340 J 330 54+00 22+00 NOTES ROW 22+40 JEFFERSON AVE NE ROW RESIDENTIAL ACCESS) .................. BEYOND I 12»GV » �I ...—...8.... LF.....1.2....... D.I....... A...... 12%10" TEE SEE PROFILE 1 /C812 I 22+80 Ln 390 T— Ln 0 0 T N 370 360 co co O 350 0 T N a 340 330 0 co 320 T 0 0 o� (il vrRiry nrpTu OF EXISTING i UTILITIES IMMEDIATELY NOTIFY ruriurrQ IN � EVENT PROPOSED WATER PIPE DEPTH CONFLICTS WITH EXISTING UTILITY DEPTH. MINIMUM CLEARANCE AND MINIMUM COVER SHALL BE MAINTAINED. 20 ETHAFOAM PAD SHALL BE A STRONG, RESILIENT, MEDIUM DENSITY, CLOSED —CELL, POLYETHYLENE FOAM PLANK (ETHAFOAM HS 600 OR ACCEPTED EQUIVALENT). 30 EXISTING UTILITY SHOWN IS APPROXIMATE AND DEPTH SHOULD BE VERIFIED. 4. VERTICAL AND HORIZONTAL BENDS SHALL INCLUDE CONCRETE BLOCKING PER COR STDS 330.2 AND 330.3. FLAG NOTES Qj 11.25' VERTICAL BEND A2 22.5' VERTICAL BEND A 45' VERTICAL BEND Q4 11.25' HORIZONTAL BEND A522.5* HORIZONTAL BEND Q6 45' HORIZONTAL BEND A790' HORIZONTAL BEND i C800, � 4 1 R-419932 �� W-419904 z S J'p W IN COMPLIANCE WITH CITY OF RENTON STANDARDS p �o Ir 3 a A� 4276 �0 • Call 811 o1�sSIONAL IST�� 1601 5th Avenue, Suite 1600 LU ® two business days Seattle, WA 98101 C/) before you dig 10/14/2024 206.622.5822 z www.kpff.com CMK102/18 10 19 21 TJE SURVEYED: SCALE.HORIZONTAL N � 1983/1881 CITY 0 F R E N TO N SUNSET GARDENS 10/ 14/2024 CMK12 20 21 TJE DESIGNED: MK AS SHOWN 2900 NE 10TH ST, RENTON, WA 98056 FIELDBOOK: CMK 22 TJE 0 DRAWN: R E N T O N PAGE � CB 06 17 22 TJE DC, JYL DRAWING NO: CB 12 20 23 TJE CHECKED: ONE INCH DATUM ce AT FULL SCALE Planning/Building/Public Works Dept. C811 z IF NOT ONE INCH w BY DATE AP P R APPROVET J E SCALE ACCORDINGLY WATER UTILITY PROFILES S" 32 °F` 44 NOTES rn rn T T 390 N It � o � 380 i Cf) IZ 370 0 Q C� 360 W D 350 Cn Z 0 Z 340 W 330 46-1C Q 380 U 0 a� cn I I J 370 Jm mQ X �o mQ I � Q� I 360 � I ::D J �m Q J X I 350 Q)CO o� o, 0 am cn MI CD ><I 340 � X U N N co Nm � J ccn o� R PRIVATE DRIVEWAY 8" GV I CONNECT TO EX 8" W 8"x8" TEE 6LF8"DI .............................................................I EXISTING GRADE ABOVE ..................................................................................................................................................................................................... M w WATER MAIN ALIGNMENT a FINISHED GRADE ABOVE WATER MAIN ALIGNMENT 23 LF 10 DI .............o.................................................................. ...i.... .................................................... : 5 EF 1 a DI: 10" SLEEVE —1011x8" REDUCER FIRE HYDRANT CONNECTION 10 X6 TEE ...............................................................................................................................................................1........................................ SEE PROFILE 2/C813 ROW NB 1OTH ST CONNECT TO EX 6" W 12"x6" TEE SEE PROFILE 3/C813 10 GV _.._....... ...._...................................... LF 10" DI 29 LF I 10" DI 10" GV i ........................ :............. .................................. ........................... ..................... ...................... ........................ . EX 112 SD EX 8" SS 12"x10" TEE SEE PROFILE 1 /0811 82+80 83+20 83+60 84+00 84+40 84+80 WATER PROFILE JEFFERSON AVE RESIDENTIAL ACCESS SCALE: 1 "=20' H, 1 "=10' V C800, C83 5 390 390 380 380 370 370 360 360 350 350 340 340 330 330 390 370 360 350 340 330 390 370 360 350 340 330 NL 1OTH AVE EX 12" SD LF 6" DI (NJ) - ...................................................................................................:............. 6" GV CONNECT TO 12" W ` — 12"x6" TEE: SEE PROFILE 1/C811 » 6 LP DI (RJ) STA. 20+55.00, 3.89' LT (1)-22.5° BEND, (RJ) STA. 20+55.02, 10.00' LT (1)-22.5° BEND, (RJ) of R R EX6"WTOBEO ABANDONED BY COR ...........................................10 LF 6 DI O....RJ..................................................................... 1 FIRE HYDRANT �31 EXISTING GRADE ............... ...... ....... .....f........................ ................... ........................................................ ................................................ . r FINISHED GRADE ...........................................' ............. I ........................................................... F 4 L6 DI (RJ) 2 ;STA. 20+55.06, 22.86' LT (1)-22.5° BEND, (RJ) 2 ;STA. 20+55.03, 13.08' LT (1)-22.5' BEND, (RJ) 3 LF 6" DI (RJ) FIRE HYDRANT CONNECTION NE 10TH ST SCALE: 1 "=20' H, 1 "=10' V FINISHED GRADE ...................... :..................... I — — „ 4 FOOTING DRAIN — -- COMMERCIAL ............ :.............. ......... ...................... :................................................. SERVICE POC :................................................ SEE PLUMBING IE=353.69 TELECOMM DB ............. ................................................. ................... (2)-4" PVC 14 LF 2" TYPE K 12 LF 2" TYPE K COPPER TUBING COPPER TUBING �, Ln J CD co CD 6" FIRE SERVICE 3 2" COMMERCIAL WATER SERVICE K4 SCALE: 1 "=20' H, 1 "=10' V C800�� 4 SCALE: 1 "=20' H, 1 "=10' V C800 oN I o N C7 I � o CD J O m CD cn CD Q N X U � �r E5- 0 N I aN �I X c� z w Tco X m� CONSTRUCTION RECORD DRAWINGS I m THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE 00 PREPARED FROM THE CONTRACTOR'S CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY REDLINED MARK-UPS OF THE CONSTRUCTION J E m DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON 1 CIVIL CONSTRUCTION PERMIT CMK 10 19 21 TJE S"'v''ED' co RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 12 20 21 TJE X THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF DESIGNED: CMK 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 02 18 22 TJE NOT RESPONSIBLE FOR ERRORS OR AS OF 10/29/2024. 10/29/2024. 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE DRAW DC, JYL N OMISSIONS IN DATA OR CERTIFY THE 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: ACCURACY OF THE INFORMATION PROVIDED x ��iad x Dalota f�raehl ce BY THE CONTRACTORS AS -BUILT REDLINES. leaeelke NO. REVISION BY DATE APPR APPROVED: CD X TJE 390 390 380 380 370 370 360 360 350 350 340 340 330 330 ; Me 390 370 360 0 VERIFY DEPTH OF EXISTING UTILITIES. IMMEDIATELY NOTIFY ENGINEER IN Oi EVENT PROPOSED WATER PIPE DEPTH CONFLICTS WITH EXISTING UTILITY DEPTH. MINIMUM CLEARANCE AND MINIMUM COVER SHALL BE MAINTAINED O2 ETHAFOAM PAD SHALL BE A STRONG, RESILIENT, MEDIUM DENSITY, CLOSED —CELL, POLYETHYLENE FOAM PLANK (ETHAFOAM HS 600 OR ACCEPTED EQUIVALENT). O3 EXISTING UTILITY SHOWN IS APPROXIMATE AND DEPTH SHOULD BE VERIFIED. 4. VERTICAL AND HORIZONTAL BENDS SHALL INCLUDE CONCRETE BLOCKING PER COR SIDS 330.2 AND 330.3. OS ELIMINATE VERTICAL BENDS AND UTILIZE VERTICAL DEFLECTIONS IF FIELD CONDITIONS WARRANT. 350 FLAG NOTES 340 330 �j 1125' VERTICAL BEND Q 22.5' VERTICAL BEND A 45' VERTICAL BEND �4 11.25' HORIZONTAL BEND A522.5* HORIZONTAL BEND �6 45' HORIZONTAL BEND �7 90' HORIZONTAL BEND JEFFERSON AVE NE (COMMERCIAL ACCESS) EX R R ........................................... .............................................................................................I......... 25.0' PSE PRIMARY DB . *PUBLIC I PRIVATE (2)-4" PVC I PIPING PIPING (2)-6" PVC 0 ' » ................... .... 3 EX t; W ...........I ................... TELECOMM DB OEX 2 GAS (2)-4 PVC 4: GV 17LF4"DI ............................................. ............ .............................. ................................. ........................... I............ ........ .... EX GRADE � CONNECT TO 10" W — — — — 10"x4" TEE SEE PROFILE 2/C811 ................................................ ................................................. ............................... ........I................................ ............ ... STA. 51+10.97, 9.96' RT:O 2 (1)-11.25° BEND, (RJ) 2......... I........................................................................... OEX 12" PSD 2.5" ETHAFOAM PAD 5LF4"DI FINISHED GRADE .......................... .... ... ......... ....................................... .......... I ..........2........... 4" DCVA �32 4" FOOTING DRAIN ` TELECOMM DB RESIDENTIAL SERVICE POC SEE PLUMBING IE=351.25 ....................... 5......F....4.......Ot................................................. 10LF4"DI' 3 4" METER : C831 4LF 4" -STA. 51 +10.88, 15.11' RT .. (1)-11.25° BEND, (RJ) n 4" RESIDENTIAL WATER SERVICE r5 SCALE: 1 "=20' H, 1 "=10' V C800 J. ', I)y WA A 4276 • Cal 1811 �oc�sISTEg�'y�, 1601 5th Avenue, Suite 1600 SIONAL E� ® two business days Seattle, WA 98101 before you dig 10/14/2024 206.622.5822 www.kpff.com SCALE:VEffn_ HORIZONTAL- NAD 1983/1991 Ap7jrbkCITY OF AS SHOWN RENTON ONE INCH DATUM " AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 390 370 360 350 340 330 LO T O O T N AM H • H T N a J T N rr R-419933 W-419905 z LLJ IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 a w C/) Z RENTON SUNSET GARDENS 10/14/2024 2900 NE 10TH ST, RENTON, WA 98056 z FlELDBOOK: PAGE: O DRAWING NO: C812 w WATER UTILITY PROFILES SHEET. 33 �`44 � NOTES 390 T T � O 6 380 01� LLJ I— I- 370 z W OC 360 Q G W � 350 z D Cn z 340 0 z W OC 330 Q 380 �CD U m cn I m ID I cn CDm cilf 375 m m j X m I Q m c� I o CD 370 �I �J m a cn c I __j x I / 365 a' I o� /I o� 0 Qm UI r7 % x 360 / a � o rx CD N N � I N m J 7 V7 � JEFFERSON AVE NE (OOMMERCIAL ACCESS) ..FIRE.....HYDRANT...............i......................... C831 25.0' OEX6"WTOBE ABANDONED BY COR ............................................. ................................................. ............................. ..t............ ......................... EX 2" GA O2 EX 8 W TO BE ABANDONED BY COR ............................ 2..'°.....E.THAF.OAM..... PAD ...................... .................... 6" GV CONNECT TO 10" W — — — - 10"x6" TEE SEE PROFILE 2/C811 o .................................................................................................I............................................................. 19 LF 6.DI (RJ) EX12"SDE:*' O2 2.5" ETHAFOAM PAD ............ STA. 50+82.25, 11.76' RT .....5�...........2.. (1)-11.25° BEND, (RJ) A 0 :1 ■ FIRE HYDRANT CONNECTION JEFFERSON cALCOMMERCQcAL ACCESS 807 0 390 370 360 350 340 330 385 370 380 365 375 360 370 355 365 350 360 345 355 340 400 390 370 360 350 340 JEFFERSON AVE NE (RESIDENTIAL AC16ESS) EX FIRE HYDRANT C831 6" GV " EX SDI CONNECT TO 10" W 10"X:6" TEE FINISHED GRADE FIRE HYDRANT CONNECTION JEFFERSON (RESIDENTIAL ACCESS SCALE: 1"=20' H, 1"=10' V C800 400 390 370 360 350 340 370 375 365 370 360 365 355 360 350 355 345 350 340 345 0 U VERIFY DEPTH OF EXISTING UTILITIES. IMMEDIATELY NOTIFY ENGINEER IN LO EVENT PROPOSED WATER PIPE DEPTH CONFLICTS WITH EXISTING UTILITY T DEPTH. MINIMUM CLEARANCE AND MINIMUM COVER SHALL BE MAINTAINED. o 20 ETHAFOAM PAD SHALL BE A STRONG, RESILIENT, MEDIUM DENSITY, CLOSED —CELL, POLYETHYLENE FOAM PLANK (ETHAFOAM HS 600 OR N ACCEPTED EQUIVALENT). V 30 EXISTING UTILITY SHOWN IS APPROXIMATE AND DEPTH SHOULD BE VERIFIED. 4. VERTICAL AND HORIZONTAL BENDS SHALL INCLUDE CONCRETE BLOCKING PER COR STDS 330.2 AND 330.3. O ELIMINATE VERTICAL BENDS AND UTILIZE VERTICAL DEFLECTIONS IF FIELD CONDITIONS WARRANT. FLAG NOTES zi 11.25' VERTICAL BEND Q 22.5' VERTICAL BEND A3 45' VERTICAL BEND Q4 11.25' HORIZONTAL BEND �5 22.5' HORIZONTAL BEND 6� 45' HORIZONTAL BEND Q7 90' HORIZONTAL BEND 375 370 365 360 355 350 345 I � X CONNECTION TO EX 6" W CONNECTION TO EX 6" W CONNECTION TO EX 8" W �w LJ 10TH JEFFERSON (RESIDENTIAL ACCESS 3 10TH JEFFERSON (COMMERCIAL ACCESS 4 JEFFERSON (COMMERCIAL ACCESS) ZJ E FFERSON (RESIDENTIAL ACCESS 5 CD N `� H, 1 =5 V C800, C834 SCALE: 1 =10 H, 1 "=5' V C800�� 5 SCALE: 1 "=10' H, 1 =5 V C800, C834 SCALE: 1 =10 I � o � o J o m o N I �¢ / X / R -419934 U H • H H • H D W-419906 z �� S J. W of wasH IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 �0 G'G' / U z CD w Tcc X m� CONSTRUCTION RECORD DRAWINGS m THESE RECORD DOCUMENTS HAVE BEEN Michael Ruether (THE I Dakota Simurdak (THE CD PREPARED FROM THE CONTRACTOR'S CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY REDLINED MARK-UPS OF THE CONSTRUCTION J E m DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON 1 CIVIL CONSTRUCTION PERMIT CMK 21 TJE suRvEy D' RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK R02/18/22 21 TJE x THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF DESIGNED: CMK / 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK TJE NOT RESPONSIBLE FOR ERRORS OR AS OF 10/29/2024. 10/29/2024. 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE DRAWN: DC, JYL N OMISSIONS N DATA OR CERTIFY THE 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: ACCURACY OF THE INFORMATION PROVIDED x /vr/��i d acdcl- x Dalota Lra dal ce BY THE CONTRACTORS AS -BUILT REDLINES. t NO. REVISION BY DATE APPR APPROVED: CDX TJE • Call 811 o��SIISTONAL ��w 1601 5th Avenue, Suite 1600 a two business days Seattle, WA 98101 before you dig 10/14/2024 206.622.5822 www. kpff. co m ScaF HORIZONnTAU NAD 1983/1991 " CITY OF AS SHOWN � RENTON ONE INCH DATUM " AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY V w W z D RENTON SUNSET GARDENS 10/14/2024 z FlELOBOOK: 2900 NE 10TH ST, RENTON, WA 98056 z O PAGE: DRAWING NO: C813 w WATER UTILITY PROFILES S"�` 34 '44 � T N Ln LO O O T N M N H • H T N a J 7w,ON- H z W r) rr a w z D z O z w oC V i Z W r< V W V i Z r� V ) Z O Z W rr LC3 O n CD 0 O N O rn rn CD O 0 I / � O X 0 O N FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-511D OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4,875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE, 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG 5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE ®® ESECTION LENGTH TO FIT. VALVE NUT EXTENSION EXPANSION JOINT AT 2"-1 6( OF SIDEWALK AS REQUIRED. �CONCRETE SIDEWALK RAISED PAVEMENT MARKER TYPE 88-A OR PLANTING STRIP STIMSONITE TWO-WAY BLUE REFLECTIVE 36" MIN COVER CONCRETE BLOCKING O CONCRETE THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16' x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MMIN 3' RADIUS IN 3' RADIUS Ti 1 y ONE MAN ROCK �6 1 1 6" CONCRETE PAD 6 ` 6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL 'D STD. PLAN - 310.1 !® PUBLIC WORKS FIRE HYDRANT ASSEMBLY 7� DEPARTMENT MARCH 2O10 C800, C812, C813 1-1/2" AND 2" WATER SERVICE DETAIL CAUTION: VALVE BOX SHOULD NOT REST ON 10 11 PIPE. LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE. za m 3 f s 0 4 �N CITY PIPING z z > IN UNIMPROVED > RIGHT-OF-WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" LONG COPPER TAILPIECE 2 a 9" MIN. 12" MAX. LEAVE EXPOSED - - 0 n M U 12„ BY PASS NOT ALLOWED FOR IRRIGATION METERS v U `CK V I BASEHTO SED UPPORT A A VAULT. - DRILL 2" DIA. HOLE FOR J TOUCHREAD DEVICE QUICK -JOINT COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN 2-1/2" MIN. FROM NEAREST NOTE: AND FRONT EDGE OF PIT LID THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS -F THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. TYPICAL RIB MATERIAL LIST 0SERVICE METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK 1. 2" tapped tee, on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate volve with threaded ends, square operating nut, and valve nut extension if required (see standard detail 330.1). 4. Two piece cast iron valve box. Standard 8" top section with regular base section, length to fit, "lug" type cover. 2" brass bushing (MIPT x FIPT). 5. 2 each 2" brass or bronze nipples 6" length. threaded ends. 2 each 2"-90° brass or bronze elbows (FIPT x FIPT). 6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to fit. 8. 2" threaded brass 90' ell. 9. 2" Customsetter with by-pass Ford: VBH 86-12B-11-77 (x 17-3/16" ), McDonald Brass: 30B715WDFF775 or Mueller B-1427-2", with flanged angle ball valve and padlock wings on inlet, and angle check valve outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and Installed In meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17"x30" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x31" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for touchread pit lid, and meter read lid. 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 r equal. The property owner is responsible for any necessary adaptation or extension of water service. PRIVATE PIPING NOTE: NOT USED ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. 1� STD. PLAN - 320.2 !® PUBLIC WORKS 1 12'. AND 2" WATER SERVICE LOCATED 7� DEPARTMENT IN PLANTING STRIP MARCH 2O10 �E& 11-1/4° BEND 22-1/2' BEND 45° BEND CAP TEE 90° BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 90' 45' BEND 11 1/4' 90• 45' BEn 90' 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 BEND TEE CAP OR BEND TEE CAP OR PLUG & 22 1/2° BE O BEND 4" TO 4.2 4.2 1.7 2.9 2.1 2.12.2 1.6 1.6 1.0 6" 13.3 9.4 9.4 3.8 6.7 4.7 4.75.0 3.5 3.5 1.4 8" 23.3 16.7 16.7 6.7 11.7 8.4 8.48.8 6.3 6.3 2.5 12" 53.0 37.5 37.5 15.0 26.5 18.8 18.820.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. X-C" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' iRUST BLOCK BEARING REA REFERS TO THE ..\CE OF BLOCK MEASURED IN SQUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. i DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2'). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR STD. PLAN - 330.2 HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2O10 N m C800, C812, C834 > F- EV) O 1 J d CO / Q / I x / c� z TCO x m� CONSTRUCTION RECORD DRAWINGS I m THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE Cn 00 PREPARED FROM THE CONTRACTOR'S CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY REDLINED MARK-UPS OF THE CONSTRUCTION J11 DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON < RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF / NOT RESPONSIBLE FOR ERRORS OR N OMISSIONS IN DATA OR CERTIFY THE AS OF 10/29/2024. 10/29/2024. ACCURACY OF THE INFORMATION PROVIDED x��iae�l�uet�ew x Dakota �i�sruwcia� 5 BY THE CONTRACTORS AS -BUILT REDLINES. o x r2 1-J800, C812 J C800, C801, C 11-C813 1 CIVIL CONSTRUCTION PERMIT 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 CIVIL CONSTRUCTION PERMIT REVISION 5 GRADING, STORM, AND PSE UPDATE NO. REVISION PLAN F------------- ---- - - - ----� 6„ a MIN V i'1 P I c I I i 6.. E A B D 5" �[MIN I MIPJ ®0® I I I a --- MI PIPE SLEEVE I J K L M i N 12N H ---------C -- SEE DETAIL, THIS SHEET L__________ ___I____ - .. 0 f SEE DETAIL SHACKLE RODS ELEVATION MIN PIPE SLEEVE PVC PIPE SLEEVE EPDXY SEALANT PIPE _ EPDM MODULAR SEAL, LINK -SEAL MODEL C WITH 316SS BOLTS AND NUTS STD. PLAN - 320.4 Sht. 1 of 2 PUBLIC WORKS DEPARTMENT 3", 4", AND 6" WATER METER c^o -T PPE A BLOCKaING ^ oc^ ^c TYPE B ti�Y O CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3 + +� PUBLIC WORKS FITTINGS DEPARTMENT �FN Cps MARCH 2O10 C M K 10/ 19/21 TJE SURVEYED: C M K 12 20 21 TJE DESIGNED: cMK CMK 02 18 22 TJE CB 06 17 22 TJE DRAwN. DC, JYL CB 12 20 23 TJE CHECKED: CB BY DATE AP P R APPROVED: TJE C811-C813 �WAS&N'(;' Jul.Ca11811 o��s�IS��SIO74NAL EV two business days before you dig 10/14/2024 SCALE:*VEffn_ HORIZONTAL' NAD 1983/1991 AS SHOWN ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATE NOTES: 1. VAULTS SHOULD NOT BE INSTALLED IN AREAS WITH VEHICLE TRAFFIC. 2. ALL INTERIOR METAL INCLUDING PIPE, VALVES, AND FITTINGS TO BE PAINTED WITH TWO COATS OF EPDXY AS APPROVED BYTHE ENGNEER. USE TNEMEC SERIES 135 CHEMBUILD MODIFIED POLYAMIDE EPDXY. APPLY PER MANUFACTURERS INSTRUCTIONS. 3. VAULT AND HATCH MODELS ARE PROVIDED AS REFERENCE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. 4. FOR 3" AND 4" METERS, USE 2" BYPASS MATERIALS, AND FOR 6" METERS, USE 3" BYPASS MATERIALS, AS INDICATED BELOW. 5. INSTALL WATER METER RADIO & BATTERY UNITS IN ACCESS HATCH PANELS WITH MINIMUM 6" SEPARATION. MATERIALS 0METER AMI WATER METER (SENSUS OMNI WITH INTERNAL STRAINER) WITH RADIO AND BATTERY UNIT 2" BRASS NIPPLE (MIPTXMIPT), 6" LONG, CONNECTED TO TEST PORT OF COMPOUND METER 1" BALLCORP (MIPTxFIPT), FORD FB1700-4-NL OR EQUAL, FOR 3" METER O B METER TEST PORT OR 1 X" BALLCORP (MIPTxFIPT), FORD FB1700-6-NL OR EQUAL, FOR 4" AND 6" METERS 7X2 Y2" ADAPTER (MIPTxMNST) 2 Y2" CAP (FNST) OC ADAPTER FLANGED COUPLING ADAPTER, MEGAFLANGE SERIES 2100, OR EQUAL OD PIPE CLASS 52 DI PIPE (PExFL) OE VALVE (2) GATE VALVE (FLxFL) WITH HANDWHEEL FF PIPE SUPPORT ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG 264 OR EQUAL, WITH BASE, BOLTED TO FLOOR OG SERVICE SADDLE (2) 2" NPT SADDLE, SMITH-BLAIR MODEL 313 OR EQUAL OR (2) 6"X3" TEE (MJxFL) OH BYPASS VALVE (2) 2" BRASS GATE VALVE (IPT) OR (2) 3" GATE VALVE (FLxFL) WITH 3" THREADED (IPT) FLANGE OI BEND (2) 2" 90" BEND OR (2) 3" 90" BEND O BYPASS PIPE 2" GALVANIZED PIPE, EPDXY COATED, OR 3" GALVANIZED PIPE, EPDXY COATED 2" STRAIGHT FLANGE BALL VALVE (FLxFIPT) WITH PADLOCK WINGS, FORD BF31-777W-NL OR EQUAL OK BYPASS METER VALVE OR 3"x2" REDUCER WITH 2" BRASS NIPPLE O BYPASS METER 2" AMI BYPASS METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BYTHE CITY O METER FLANGE 2" METER FLANGE (FLxFIPT), FORD CF31-77-NL OR EQUAL, OR 3"x2" REDUCER WITH 2" BRASS NIPPLE NO UNION 2" TWO-PART UNION OR 3" TWO-PART UNION O TEE 2" TEE OR 3" TEE OP BUSHING 2"0/4" BUSHING OR 3" x3/4" BUSHING WITH 3/4" PLUG ® WATER MAIN CLASS 52 DI PIPE WITH RESTRAINED JOINTS OR WALL FLANGE MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 350.7 OS CONCRETE VAULT OLDCASTLE PRECAST VAULT, MODEL NUMBERS PER TABLE BELOW, OR EQUAL MINIMUM 4" PVC FLOOR DRAIN, SLOPE TO STORM DRAIN OR DAYLIGHTTO DRAINAGE DITCH WITH WIRE OT DRAIN MESH RODENTSCREEN AT DRAIN OUTLET, SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT TWO LOCKING HINGEDALUMINUM DOORS, TRAFFIC -RATED, WITH SLIP -RESISTANT TREATMENT, MARKED OU ACCESS HATCH "WATER", LW PRODUCTS MODEL NUMBERS PER TABLE BELOW, OR EQUAL. OLADDER GALVANIZED STEEL LADDER SECURED TO VAULT PER STD PLAN 350.8 OW GRAVEL FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS VAULT MODEL NUMBERS METER SIZE VAULT BASE PIECE CENTER PIECE TOP PIECE ACCESS HATCH 3" 676-WA NO.676-BL NO. 676-MLW NO. 676-TL-2-332P HHD-1C 4" 676-WA NO.676-BL NO.676-MLW NO.676-TL-2-332P HHD-1C 6" 4484-LA NO.4484-BL NO.4484-ML NO.4484-TL-2-332P HHD-2D STD. PLAN - 320.4 Sht. 2 of 2 ,-� PUBLIC WORKS APPROVED: DEPARTMENT 3", 4II , AND 611 WATER METER DATE FLOOR FLANGE MECHANICAL ROOM 7 I BUILDING 50' MIN FDC ASSEMBLY TO BE LOCATED SEE NOTE 3 DOWNSTREAM OF BACKFLOW ASSEMBLY N\ CONCRETE BLOCKING PIV 50' MAX SEE NOTE 2 -,,,-APPROVED DCDA OR RPDA PER TO PLAN 350.3 OR 360.4 PRIVATE PROPERTY ROW - . . 50' FIRE HYDRANT-/ MAX ASSEMBLY y I CONNECTION TO WATER MAIN (1) TEE (FLxFL) (3) GATE VALVES (FLxMJ) WITH CONCRETE BLOCKING NOTES: 1. FIRE SPRINKLER SYSTEM SHALL BE LOCATED ON DEDICATED FIRE SERVICE SEPARATE FROM DOMESTIC SERVICE TO THE BUILDING. 2. PIV MUST BE LOCATED ON THE FIRE SERVICE BETWEEN THE ROW AND THE FDC. 3. FIRE MARSHAL SHALL APPROVE FDC AND/OR PIV LOCATION IF LESS THAN 50, FROM BUILDING. 4. THE DCDA OR RPDA MUST BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY THEREAFTER. ASSEMBLY TO BE MAINTAINED BY PROPERTY OWNER. A COPY OF THE TEST REPORT SHALL BE SENT TO THE CITY OF RENTON WATER UTILITY CROSS CONNECTION CONTROL SPECIALIST, FAX 425-430-7241, EMAILMHOLTE@RENTONWA.GOV. 5. THE FDC AND PIV MAYBE LOCATED WITHIN THE VAULT WITH THE BACKFLOW ASSEMBLY PER STD PLAN 370.3. COMMERCIAL FIRE SPRINKLER SYSTEM STD. PLAN -370.2 L -} PUBLIC WORKS APPROVED: DEPARTMENT 3" TO 10" DCDA OR RPDA OUTSIDE INSTALLATION DATE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CITY OF RENTON Planning/Building/Public Works Dept. C800, C812 7 R-419936 1<Vo 1 L J W, 4 40 eu r-, W-419907 Z W IN COMPLIANCE WITH CITY OF RENTON STANDARDS p a w Z RENTON SUNSET GARDENS 10/14/2024 2900 NE 10TH ST, RENTON, WA 98056 z FIELDBOOK: PAGE: O DRAWING NO: C831 W STANDARD WATER DETAILS SHEU` 36 �`44 Ld 120 VOLT ELECTRICAL OUTLET FOR HEAT TAPE. INSTALL HEAT TAPE ' Q } FOR FREEZE PROTECTION CENTER BACKFLOW Of PREVENTER IN Ld O REDUCED PRESSURE ENCLOSURE a BACKFLOW ASSEMBLY (RPBA) b 3" MIN. � o I 3" MIN. 3" MIN. INSULATED ENCLOSUR "HOT BOX" OR EQUAL 3/8" X 4" ANCHOR BOLTS PER = MANUFACTURER O f 3" MIN. CONCRETE SLAB z UNION : FINISHED N GRADE FINISHED GRAD N rZ DRAIN TE z SEE NOTE 4 6" MINIMUM SLEEVE FREE DRAINING (TYP.) GRAVEL z CONNECT TO N WATER METER IMMEDIATELY ADJACENT TO RPBA FLOW - INSTALLED W/ APP'D. TO OWNERS ELECTRICAL PANEL. FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RIGID METER SIDE (SIZE AS REQ.) CONDUIT PER ELECTRICAL SIDE VIEW PERMIT REQUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA'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 RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE RPBA 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 SPECIALSIT, FAX NO. 425-430-7241. 4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA's, 6" FOR 3" RPBA's. 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. t T ° STD. PLAN - 350.2 n PUBLIC WORKS REDUCED PRESSURE BACKFLOW + DEPARTMENT ASSEMBLY IN HOT BOX MARCH 2O10 C800, C812 TESTING DETAIL t 1 O Fr w I NEW WATER LINE oM EXISTING WATER LINE 00 O cn tl Q EXISTING TEE, DEAD END LINE, CAP OR PLUG \ DO NOT DISTURB BLOCKING m VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG Q 1-BLIND FLANGE ON BOTTOM N 1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF % TEMP. BLOCK FINAL CONNECTION DETAIL j NEW WATER LINE o1 o EXIST. WATER LINE O o � Q U I CD O c a a U AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT n TO EXISTING WATER LINE WITH SLEEVE (MJ) AND D.I. SPOOLS o FINAL CONNECTION BY CITY FORCES N w CD O CD O O O N 6� O Cn CD CD /, e► PUBLIC WORKS �•`O DEPARTMENT STD. PLAN - 300.5 CONNECTION TO WATER MAIN EXISTING TEE OR END LINE CAP 4 MARCH 2O10 O N� N 801, C�1� C835 CD ;m U I / U E o� Qm /Q / I X / CD z CD w mco X CONSTRUCTION RECORD DRAWINGS m� m THESE RECORD DOCUMENTS HAVE BEEN PLAN ---------------- I I I I I I I 24"I MINI I I A I a I a ®®® m CID ®0 OD ° I ® ® I I I I < I \I I G I b ELEVATION MIN Aouu 3" T010 " DCVA STD. PLAN - 350.1 Sht. 1 of 2 PUBLIC WORKS APPROVED: DEPARTMENT VAULT INSTALLATION DOMESTIC AND IRRIGATION SERVICES DATE TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) I \ NEW WATER MAIN POLYPIG 1 i> VERTICAL CROSS FOR POLYPIGGING STATION SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG") ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN STD. PLAN - 300.6 PUBLIC WORKS POLY PIG STATION FOR CLEANING OF "'•` DEPARTMENT WATER MAINS p$ MARCH 2O10 I Michael Ruether (THE I Dakota S imurdak (THE PREPARED FROM THE CONTRACTOR'S CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY REDLINED MARK-UPS OF THE CONSTRUCTION E DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON 1 CIVIL CONSTRUCTION PERMIT X RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF / 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NOT RESPONSIBLE FOR ERRORS OR AS OF 10/29/2024. 10/29/2024. 4 CIVIL CONSTRUCTION PERMIT REVISION OMISSIONS IN DATA OR CERTIFY THE 5 GRADING, STORM, AND PSE UPDATE ACCURACY OF THE INFORMATION PROVIDED �i1 o l c x i��iae uet�e� x �% o �! a (/ kta UImaj-ala BY THE CONTRACTOR'S AS -BUILT REDLINES. N0. REVISION O X C834, C835 NOTES: 1. THE DCVA MUST BE LISTED ON THE LATEST VERSION OF "BACKFLOW ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY THE STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE DCVA MUST BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY THEREAFTER. ASSEMBLY TO BE MAINTAINED BY PROPERTY OWNER. A COPY OF THE TEST REPORT SHALL BE SENT TO THE CITY OF RENTON WATER UTILITY CROSS CONNECTION CONTROL SPECIALIST, FAX 425-430-7241, EMAIL MHOLTE@RENTONWA.GOV. 3. VAULTS SHALL NOT BE INSTALLED IN AREAS WITH VEHICLE TRAFFIC. 4. VAULT AND HATCH MODELS ARE PROVIDED AS REFERENCE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. 5. TEE AND GATE VALVE REQUIRED ON MAIN. 6. PROVIDE MINIMUM 2' OF LEVEL, UNOBSTRUCTED AREA AROUND HATCHES. 7. EACH VALVE SHALL BE MARKED WITH MODEL NUMBER WITH DESIGNATION OF RESILIENT SEAT: SUCH AS "RS" OR "R", WHICH MUST BE CAST, MOLDED, OR AFFIXED ONTO THE BODY OR BONNET OF THE VALVE. ALL FERROUS BODIED VALVES SHALL BE COATED WITH A MINIMUM OF 4 MILS OF EPDXY OR EQUIVALENT POLYMERIZED COATING. MATERIALS ODOUBLE CHECK VALVE ASSEMBLY OB PIPE SUPPORT O ADAPTER O WATER MAIN OE WALL FLANGE OF CONCRETE VAULT OG DRAIN OH ACCESS HATCH OI LADDER 10 GRAVEL LINE -SIZED WASHINGTON STATE -APPROVED DCVA WITH TWO (2) RESILIENT -SEATED SHUT-OFF VALVES AND FOUR (4) RESILIENT -SEATED TEST COCKS, DCVA SHALL BE INSTALLED EQUIDISTANT FROM THE ENDS OF THE CONCRETE VAULT, TWO (2) VALVE SUPERVISORY SWITCHES (ONE PER VALVE) PER RRFA REQUIREMENTS ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG 264 OR EQUAL, WITH BASE, BOLTED TO FLOOR RESTRAINED FLANGE ADAPTER, EBAA IRON SERIES 2100 MEGAFLANGE OR EQUAL CLASS 52 DI PIPE (PExFL) WITH RESTRAINED JOINTS MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 350.7, SEAL PIPE PENETRATIONS WITH WATER -TIGHT GROUT OLDCASTLE PRECAST VAULT, MODEL NUMBERS PER TABLE ABOVE, OR EQUAL MINIMUM 6" PVC FLOOR DRAIN, SLOPE TO STORM DRAIN OR DAYLIGHT TO DRAINAGE DITCH WITH WIRE MESH RODENT SCREEN AT DRAIN OUTLET, SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT TWO LOCKING HINGED ALUMINUM DOORS, TRAFFIC -RATED, WITH SLIP -RESISTANT TREATMENT, MARKED "WATER", LW PRODUCTS MODEL NUMBERS PER TABLE ABOVE, OR EQUAL GALVANIZED STEEL LADDER SECURED TO VAULT PER STD PLAN 350.8 FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS VAULT MODEL NUMBERS DCVA SIZE VAULT BASE PIECE CENTER PIECE TOP PIECE ACCESS HATCH 3" 644-LA NO.644-B N/A NO.64-352P HHD-1C 4" 575-LA NO.575-BL N/A NO.57-2-33F HHD-1C 6" 577-LA NO.588-BL N/A NO.57-2-33F HHD-1C 8" 4484-LA NO.4484-BL NO.4484-ML NO.4484-TL-2-332P HHD-2D 10" 5106-LA NO.5106-BL NO.5106-ML NO.5106-TL3-332 HHD-2D �� " STD. PLAN - 350.1 Sht. 2 of 2 .} PUBLIC WORKS 3 TO 10 DCVA APPROVED: DEPARTMENT VAULT INSTALLATION DOMESTIC AND IRRIGATION SERVICES DATE PROFILE 24" MIN MATERIALS OA WALL FLANGE MIDSPAN PIPE RESTRAINT, EBAA IRON SERIES 110OSDB MEGALUG OR EQUAL, WRAP WITH POLYETHYLENE ENCASEMENT PRIOR TO PLACEMENT OF CONCRETE BLOCKING CONCRETE THRUST BLOCKING, CAST -IN -PLACE CONCRETE (MINIMUM 3,000 PSI), TO BE SIZED BY DESIGN OB BLOCKING ENGINEER (MINIMUM 24N24N6") (C CORE DRILL (O.D. +2") VAULT IF KNOCKOUTS ARE NOT PROVIDED, SEAL PIPE PENETRATION WITH PIPE PENETRATION WATER -TIGHT GROUT OD GRAVEL FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS It PUBLIC WORKS CONCRETE BLOCKING DEPARTMENT ADJACENT TO VAULT CMK 10/19/21 TJE S" CMK 12 20 21 TJE DESIGN . CMK CMK 02 18 22 TJE CB 06 17 22 TJE DRA": DC, JYL CB 12 20 23 TJE CHECKED: CEI BY DATE APPR APPROVED: TJE STD. PLAN - 370.4 Call 811 �0_?O si( • ® two business days before you dig SC&E: VERTICAL: NAVD 1 AS SHOWN HORIZONTAL: NAD tee/teat ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATE 10/14/2024 C800`,C812 MARKER MARKER o I TWO LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LINE) MARKER I I . FOUR LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) HYDRANT MARKERS 4' RAISED PAVMENT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) MARKER o o� ON SIDE STREETS WHERE THE HYDRANT IS WITHIN 20' OF A MAIN TRAVELED STREET, THE MARKER IS TO BE INSTALLED ON THAT MAIN STREET MARKER C e FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) STD. PLAN - 310.3 • PUBLIC WORKS DEPARTMENT HYDRANT MARKER LAYOUT �FN,To� MARCH 2010 PLAN F------ -T- ------ I I I I-16" -I I 1 I I I WHINGE ACCESS HATCH HINGE�I 1 (SEE NOTES 4 & 5) I I I I I I I I I I I I e L--------1-------- . 4 . 4 FIRST STEP - 8" TO 12" BELOW TOP OF COVER CONCRETE MECHANICAL ANCHOR BOLT, GALVANIZED OR STAINLESS STEEL (TYP.) SIDE RAIL AND BRACKET 1%" x K" GALVANIZED STEEL (TYP.) RUNG, NO. 8 DEFORMED REINFORCING BAR CONFORMING TO ASTM A615 4" MIN PVC DRAIN TO DAYLIGHT OR STORM DRAIN SYSTEM, PROFILE 1" MAX 3" MIN o d Li 0 12" (TYP.) 0 d WIRE MESH RODENT SCREEN OVER DRAIN NOTES: 1. VAULTS SHALL ONLY BE INSTALLED IN SHOULDERS, SIDEWALKS, OR LANDSCAPED AREAS. VAULTS SHALL NOT BE INSTALLED IN AREAS WITH VEHICULAR TRAFFIC. VAULT COVER SHALL READ "WATER". 2. LADDER TO BE SECURED TO VAULT WALL ATTHREE LOCATIONS: TOP, MIDDLE, AND BOTTOM. 3. ALL LADDER PARTS TO BE GALVANIZED CONFORMING TO ASTM A123. 4. ACCESS HATCH SHALL BE LOCKING ALUMINUM DOUBLE DOORS, LW PRODUCTS CO. MODEL HHD-1C OR HHD-2D AS REQUIRED, RATED FOR H-30 LOADING WITH A SLIP RESISTANT TREATMENT AS FOLLOWS: THERMION, SAFTRAX TH604 GRADE #2 MODERATE TEXTURE SUPNOT, GRIP PLATE GRADE 2 (MEDIUM) STEEL HARSCO IKG, MEBAC#1 GRATING PACIFIC, ALGRIP SLIP -RESISTANT FLOOR PLATE 5. HATCHES SHALL INCLUDE RECESSED PADLOCK HASP SIZED FOR CITY OF RENTON WATER UTILITY PADLOCKS (CONTACT LW PRODUCTS). 6. LADDER -UP ATTACHMENT REQUIRED ON ALL VAULT LADDERS, BILCO LADDERUP TYPE LU-2. STD. PLAN - 370.5 PUBLIC WORKS APPROVED: DEPARTMENT VAULT LADDER DATE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Aoftk CITY OF 1;%R] RENTON VASOF Planning/Building/Public Works Dept. C800, C812, C813 r7 �OO R-419937 Ui ) LO C) C) N 1 LJ H H W-419908 w IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 CC a 0 w 0 Z RENTON SUNSET GARDENS 10/14/2024 2900 NE 10TH ST, RENTON, WA 98056 z FlELDBOOK: PAGE OI__ DRAIMNG NO: C832 W STANDARD WATER DETAILS SHE. 37 '44 10� T N rr ►� Ln T O O T N WE T N n z W rr a cD w z D z O z w oC T N r rr Ln LO O O T N M N H • H T N a J 7w,ON- H z W r) rr a w z D z O z w oC T N r rr Ln LO O O T N M N H • H T N a J 7w,ON- H z W r) rr a w z D z O z w oC Ln 'T^ u / O O T N M N H • H T N a J 7w,ON- H z W r) rr a w z D z O z w oC v z W 0 rr Q G W v / z C/) z O I- z W rr z CD I O O 0 U Cn I m Q � J m U] � Q I N O O N J ::D m N C Q J I X c N 01 N r r m o I U) c..� cn I� r7 I / J m 4) (/1 � Q o I O X CO C � Z3 N cn I () V) � I J Ln m O CO � Q O I o x 0 g U m o 0') J (3) m o I O C� N I Cf-) CS O J O m O CO O Q N X U / / :_ > oN I aN /ry / I X / Z CD W C.7 / C T00 � Cn x m� I m I cn I E m aN �Q cD � I x N O Q) a) O X A A 9�y INDEX AVE NEB PRIVATE RD ENE '0" 57 i) DIRECTON- STREET SIGN 0 49+ •47 _ W11-2 (PEDESTRIAN SYMBOL) SIGN ON POST SIGN TYPE 1.1 PER KING — COUNTY METRO ON POST I CENTERLINE RAISED PAVEMENT MARKERS PER WSDOT STD M-20.50-02 R1-1 ("STOP") AND R5-1 ("DO NOT ENTER") SIGNS ON POST BACK-TO-BACK STOP LINE PER WSDOT STD M-24.60-04 SEE C801 FOR WATER MAIN EXTENSION CONTINUATION STOP LINE PER WSDOT sAo N+J STD M-24.60-04 :fig:: �y�z E ": ,;:•:.':'; 15 � + Y ASPHALT PAV EMENT .. a .,.. '..:. NT GR1P I • o'.� 6"CURB INT �---+ gPPROX. LOCATION .. :• t y MARK PER PA CTMP) U O I _ _ 51+00� RSON AVE NE'= _ 50+00 — — (COMMERCIAL ACCESS) — 2r1�-00 20.0' �,� ,, ASPHALT LOADING 0" �ysG PER PAINT MARKN PAVEMEP' ZONEZK gg o n a I CONSTRUCTION THESE RECORD DOCUMENTS HAVE BEEN RECORD DRAWINGS PREPARED FROM THE CONTRACTOR'S I Michael Ruether (THE REDLINED MARK-UPS OF THE CONSTRUCTION CONTRACTOR OF RECORD) HEREBY CERTIFY DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS NOT RESPONSIBLE FOR ERRORS OR AS OF 10/29/2024. OMISSIONS IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED x��iae�l�uet�ew BY THE CONTRACTORS AS -BUILT REDLINES. Dakota Simurdak (THE SURVEYOR OF RECORD) HEREBY CERTIFY THAT THE SURVEY INFORMATION SHOWN ON THESE RECORD DRAWINGS ACCURATELY REFLECTS THE FIELD CONDITIONS AS OF 10/29/2024 . x Dalota Lyu hl PER WSDOT STD M-20.10-03 20 'PF A v CENTERLINE PAINT STRIPING PER WSDOT STD M-20.10-03 ? ASPHALT PAVEMENT - .. ., ..,.... ..c; . A PHA AVEMENT 79 75 L=355.50' 52+00 ,• .• A=12'45'04' F+1 El APPROX. LOCATION Q ASPHALT PAVEMENT EC O _ 21,Gi. PRO%. LOCATION iR PAINT MARKS ( ) •"A.. • ; JEFFERSON AVE NE E) DRECTION f- L-21.$�' R= R1-1("STOP") :. :a:=''+ d d A �. a.: , m�.• d+ o ',�.. SIGN ON POST G O o.a. ' ,d d 10/14/2024 1 CIVIL CONSTRUCTION PERMIT CMK 10/19/21 TJE suwEYED: SCALE vERnca : NAw 1908 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 12 20 21 TJE DESIGNED: AS SHOWN HORIZONTAL: NAD 1983/1991 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 02 18 22 TJE CMK 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE DRAWN. CC, JYL 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: ONE IN DATUM AT FULL CB IF NOT ONE INCH SCALE NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY TJE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com ki CITY OF RENTON Planning/Building/Public Works Dept. NOTES 1. REFER TO C600 SERIES FOR PAVING INFORMATION. 2. ALL SIGNAGE SHALL COMPLY WITH WSDOT SIGN FABRICATION MANUAL, UNLESS OTHERWISE NOTED. LEGEND PROPERTY LINE BUILDING LINE PAINT STRIPING ACCESS PARKING SPACE SYMBOL �11 -r SIGN POST R-419942 0 10' 20' 40' T-419901 1 inch = 20 feet IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON SUNSET GARDENS 2900 NE 10TH ST, RENTON, WA 98056 SIGNING & CHANNELIZATION PLAN 10/14/2024 FIELDBOOK: PAGE: DRAWING NO: C1000 SHEET` 42 ' 44 LO T LO 0 T N k T N a J H • H T N n Cn z W 0 V w C/) z D C/) z O I— z W T T O rr M H • H z W r) rr a w z D z O z w oC T T O rr M H • H z W r) rr a w z D z O z w oC TREE RETENTION PLAN 1/16" = V-0" T GENERAL NOTES 1. SEE L1.00 SHEET SERIES FOR ADDITIONAL PLANS AND INFORMATION. 2. SEE L2.00 SHEET SERIES FOR SCHEDULES, NOTES AND DETAILS. 3. ALL PLANTING IN PUBLIC R.O.W. SHALL BE PER CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS. 4. ALL PLANTING AREAS TO RECEIVE IRRIGATION SYSTEM THAT INCLUDES DRIP IRRIGATION, SLEEVING, LATERALS, CONTROL VALVES, GATE VALVES AND QUICK COUPLERS. Table of Trees Arborist: K. Hogan Tree Date of Inventory: 01.07.2021 SUIl1tIUl1S f1E Sunset Gardens Table Prepared: 01.28.2021 Consulting Arhorists 900 NE 10th St, Renton, WA DSH (Diameter at Standard Height) is measured 4.5 feet above grade, or as specified in the Guide for Plant Appraisal, 10th Edition, published by the Council of Tree and Landscape Appraisers. DSH for multi -stem trees are noted as a single stem equivalent, which is calculated using the method defined in the Guide for Plant Appraisal, 10th Edition Significant trees are 6" or greater DSH, except for cottonwood and alder, which are 8" or greater DSH Trees 30" or greater DSH are considered Landmark trees Trees on the King County Weed List are not considered trees Any tree planted in the last 10 years is considered significant regardless of size Trees considered dangerous are not considered significant Letters are used to identify trees on neighboring properties with overhanging canopies. Dripline is measured from the center of the tree to the outermost extent of the canopy. Tree I DSH DSH Health Structural Dripline Landmark ID Location Scientific Name Common Name (inches) Multistem .Condition Condition Radius (feet) Designation Notes 1 Site I Pinus sylvestris Scots pine 17.8 Good (Fair I15.7 I- I Surface roots, narrow codominant union, lifting pavement to east Site Pinus sylvestris II I 11.5 I Surface roots 2 Scots pine �13.0 Good Good 3 Site Prunus cerasifera Cherry plum Prunus cerasifera (Cherry plum Prunus cerasifera (Cherry plum 10.2 Good Good 15.4 Surface roots Pavement lifting to south Narrow unions, trunk grafting 4 Site f 12.4 15.0 Good Good 15.5 5 Site 10.3,7.5,8 Good Fair 13.6 6 Site Prunus cerasifera Cherry plum 10.1 Good Good 10.4 Surface roots 7 Site Pinus sylvestris Prunus serrulata Scots pine Flowering cherry 7.8 15.4 Good Fair Good 6.3 Bowed trunk Surface roots, pavement lifting 8 Site Fair 15.1 9 Site Pinus sylvestris Pinus sylvestris Scots pine Scots pine 18.5 16.8 Good Good 12.8 Surface roots, old pruning wounds, pavement lifting 10 Site Fair Fair 12.7 Canopy dieback to east, pitch moth activity, narrow trunk union 11 Site Pinus sylvestris Pinus sylvestris Scots pine Scots pine 11.8 11.5 Good Good 10.5 Pitch moth, pavement lifting Pitch moth, pavement lifting 12 Site Good Good 9.5 13 Site Pinus sylvestris Scots pine Scots pine 12.7 14.0 i Good Good 15.0 Pitch moth, pavement lifting 14 Site Pinus sylvestris Good Fair 12.6 Multiple narrow unions 15 Site Pinus sylvestris Scots pine 8.0 Fair Good 11.3 Flush cuts, suppressed 16 Site Pinus sylvestris Scots pine 12.1 Good Fair 9.0 Flush cuts, multiple unions, pitch moth 17 Site Pinus sylvestris Scots pine 14.7 Good Fair 16.1 Sidewalk lifting, parking lot lifting, narrow trunk junctions 18 Site Prunus serrulata Flowering cherry 14.7 Fair Fair 15.1 Poor trunk architecture, compacted soils r I Site IPrunusserrulato Flowering cherry 13.2 Tree Solutions, Inc. 2940 Westlake Ave. N #200 Seattle, WA 98109 Trees Solutions n Coinsud_ drtiOMn% Fair (Fair 110.1 1- Page 1 of 2 Canopy decline, lean, surface roots, pavement cracking Table of Trees Sunset Gardens 900 NE 10th St, Renton, WA www.treesoIutions.net 206-528-4670 Arborist: K. Hogan Date of Inventory: 01.07.2021 Table Prepared: 01.28.2021 f I Tree I DSH DSH Health Structural Dripline Landmark ID Location Scientific Name Common Name (inches) Muitistem Condition Condition Radius (feet) Designation Notes A Private Zelkova serrata Japanese zelkova 14.8 Good Fair 17.6 Narrow codominant unions, private access easement tree, surface Access roots. Does not count toward retention percentage for site Easement B Private Zelkova serrata Japanese zelkova 11.6 Good Good 12.5 Surface roots, narrow codominant unions, private access easement Access tree Easement 8.5 10.4 Private access easement tree C Private Zelkova serrata Japanese zelkova Good Good Access Easement Japanese zelkova 10.6 Private access easement tree, surface roots D Private Zelkova serrata Good Good 12.4 Access Easement E Private Zelkova serrata Japanese zelkova 11.3 Good Good 15.5 Private access easement tree Access Easement Print Form Reset Form Save Form DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT nti0n TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone: 425-430-7200 1 www.rentonwa.gov 1. Total number of trees over 6" diameters, or alder or cottonwood trees at least 8" in diameter on project site 19 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous2 0 trees Trees in proposed public streets 12 trees Trees in proposed private access easements/tracts 0 trees Trees in critical areas3 and buffers 0 trees Total number of excluded trees: 12 trees 3. Subtract line 2 from line 1: 7 trees 4. Next, to determine the number of trees that must be retained4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones 1 trees 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing5 to retain 4: 0 trees 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) 1 trees 7. Multiply line 6 by 12" for number of required replacement inches: 8 inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required for replacement, otherwise enter 0) 2 inches per tree 9. Divide line 7 by line 8 for number of replacement trees6: (If remainder is .5 or greater, round up to the next whole number) 4 trees 1 Measured at 4.5' above grade. z A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. 4 Count only those trees to be retained outside of critical areas and buffers. 5 The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-130H7a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper or an evergreen at least six feet (6') tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Tree Retention Worksheet.docx 08/201E CONSTRUCTION RECORD DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE PREPARED FROM THE CONTRACTOR'S REDLINED CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY MARK-UPS OF THE CONSTRUCTION DOCUMENTS. THE CONSULTANT REVIEWING THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON THESE RECORD DRAWINGS HAS NOT WITNESSED SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY ALL THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF NOT RESPONSIBLE FOR ERRORS OR OMISSIONS AS OF 10/29/2024. 10/29/2024. IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED BY THE CONTRACTOR'S c �a�ota �iKru�cia� AS -BUILT REDLINES. X�iaeIICuet�iew X SMR Architects 117 S. Main St., Suite 400 Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 RENTON HOUSI NG AUTH T RITY EARS L3 Ln Z_�- rn W WI a E D LO o O W �a Ch Q - C/) M 0 � N 0 M � co o�¢�o Q ti �Z M ~ Z ) CV O � J r` rn �-: 3 SUNSET GARDENS 2900 N E 1 OTH ST, RENTON, WA 98056 CONSTRUCTION RECORD DRAWING STATE OF WASHINGTON REGISTER /0ROSERT SJ.F ITECT CERTJFIC966 REVISIONS / NOTES NO DATE DESCRIPTION AHJ STAMP TITLE TREE RETENTION PLAN PERMIT # DRAWN LI, VW CHECKED RF ISSUE DATE 12/05/2024 JOB NO. 20-009 SHEET NO.: L0000 GROUNDPLANE LANDSCAPE PLAN 1 "=10' NORTH (? 0 10, 20' 3. ALL PLANTING IN PUBLIC R.O.W. SHALL BE PER CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS. 4. ALL PLANTING AREAS TO RECEIVE IRRIGATION SYSTEM THAT INCLUDES DRIP IRRIGATION, SLEEVING, LATERALS, CONTROL VALVES, GATE VALVES AND QUICK COUPLERS. CONSTRUCTION RECORD DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE PREPARED FROM THE CONTRACTOR'S REDLINED CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY MARK-UPS OF THE CONSTRUCTION DOCUMENTS. THE CONSULTANT REVIEWING THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON THESE RECORD DRAWINGS HAS NOT WITNESSED SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY ALL THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF NOT RESPONSIBLE FOR ERRORS OR OMISSIONS AS OF 10/29/2024. 10/29/2024. IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED BY THE CONTRACTOR'S /ff/c�aell ale, dee Oakta cfl ura ial AS -BUILT REDLINES. X X SMR Architects 117 S. Main St., Suite 400 Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 RENTON HOUS I N G AUTH m RITY YEARS SUNSET GARDENS 2900 NE 1OTH ST, RENTON, WA 98056 CONSTRUCTION RECORD DRAWING STATE OF WASHINGTON REGISTER 5 P CHITECT RDSERf J. F O CERT)FICATE N . 966 REVISIONS / NOTES NO DATE DESCRIPTION AHJ STAMP TITLE GROUNDPLANE LANDSCAPE PLAN PERMIT # DRAWN LI, VW CHECKED RF ISSUE DATE 12/05/2024 JOB NO. 20-009 SHEET NO.: Li moo LEVEL 2 LANDSCAPE PLAN 1 /4" =1'-0" OF COBBLE BETWEEN PLANTER NCHES, TYP. L g L2,02 SED CONCRETE DROUGHT L2.02 5, )VE SED CONCRETE -R WITH NATIVE * L2.02 S, SHRUBS, NORTH (? 0 4' 8' GENERALNOTES 1. SEE 1_1.00 SHEET SERIES FOR ADDITIONAL PLANS AND INFORMATION. 2. SEE L2.00 SHEET SERIES FOR SCHEDULES, NOTES AND DETAILS. 3. ALL PLANTING IN PUBLIC R.O.W. SHALL BE PER CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS. 4. ALL PLANTING AREAS TO RECEIVE IRRIGATION SYSTEM THAT INCLUDES DRIP IRRIGATION, SLEEVING, LATERALS, CONTROL VALVES, GATE VALVES AND QUICK COUPLERS. CONSTRUCTION RECORD DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE PREPARED FROM THE CONTRACTOR'S REDLINED CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY MARK-UPS OF THE CONSTRUCTION THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON DOCUMENTS. THE CONSULTANT REVIEWING SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY THESE RECORD DRAWINGS HAS NOT WITNESSED ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF ALL THE ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE FOR ERRORS OR OMISSIONS AS OF 10/29/2024. 10/29/2024. IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED BY THE CONTRACTOR'S lffl Cad leaeawl. Oakea cfl ura ial AS -BUILT REDLINES. X X SMR Architects 117 S. Main St., Suite 400 Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 RENTON HOUS I N G AUTH m RITY YEARS SUNSET GARDENS 2900 NE 10TH ST, RENTON, WA 98056 CONSTRUCTION RECORD DRAWING STATE OF WASHINGTON REGISTER A - — 5 P CNITEC�' ROBERT J. F O CERTIFICATE N . 966 REVISIONS / NOTES NO DATE DESCRIPTION AHJ STAMP TITLE LEVEL 2 LANDSCAPE PLAN PERMIT # DRAWN LI, VW CHECKED RF ISSUE DATE 12/05/2024 JOB NO. 20-009 SHEET NO.: Ll 001 GROUNDPLANE IRRIGATION PLAN 1 "=10' NORTH (? 0 10, 20' 4. ALL PLANTING AREAS TO RECEIVE IRRIGATION SYSTEM THAT INCLUDES DRIP IRRIGATION, SLEEVING, LATERALS, CONTROL VALVES, GATE VALVES AND QUICK COUPLERS. CONSTRUCTION RECORD DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE PREPARED FROM THE CONTRACTOR'S REDLINED CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY MARK-UPS OF THE CONSTRUCTION DOCUMENTS. THE CONSULTANT REVIEWING THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON THESE RECORD DRAWINGS HAS NOT WITNESSED SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY ALL THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF NOT RESPONSIBLE FOR ERRORS OR OMISSIONS AS OF 10/29/2024. 10/29/2024. IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED BY THE CONTRACTOR'S lffl Cad leaeawl. Oakea cfl ura ial AS -BUILT REDLINES. X X SMR Architects 117 S. Main St., Suite 400 Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 RENTON HOUS I N G AUTH m RITY YEARS SUNSET GARDENS 2900 NE 1OTH ST, RENTON, WA 98056 CONSTRUCTION RECORD DRAWING STATE OF WASHINGTON REGISTER 5 P CHITECT RDSERf J. F O CERT)FICATE N . 966 REVISIONS / NOTES NO DATE DESCRIPTION AHJ STAMP TITLE GROUNDPLANE IRRIGATION PLAN PERMIT # DRAWN LI, VW CHECKED RF ISSUE DATE 12/05/2024 JOB NO. 20-009 SHEET NO.: Li 020 LEVEL 2 IRRIGATION PLAN 1 /4" =1'-0" Ou I jyI I I I II I MAINLINE TO BE INSTALLED WITHIN PLANTER - SHOWN OUTSIDE FOR GRAPHICAL CLARITY ONLY I I KXX I I I I I I I I I I I I I I I I I I I I I I I II I I I I ' I I ' I I ' I I I II I I I I I I I I I I I II I I I I II I I I I I I I I I I I I I I I I I I I I I II I I I I I II I I I I I I I� I � ` I ` � I �\ I ` � I CONCEPT HEADER ASSEMBLY ` aoaoao I I ' POC L POINT OF CONNECTION I I I I I I I I I I I I BF � BACK FLOW PREVENTION I I I I I I I I I I I I My —� MASTER VALVE I I I I I I I I I I QUICK COUPLER MC L I I I R- - - - - - - - - - - - - - - - - - - - - - - - - - - - L POINT OF CONNECTION AND MAINLINE TO BE INSTALLED WITHIN PLANTER - SHOWN OUTSIDE FOR GRAPHICAL CLARITY ONLY PROVIDE I " STUB OUT FOR COURTYARD IRRIGATION MOUNT RAIN SENSOR AT ROOF LEVEL, CLEAR OF ANY OVERHEAD OBSTRUCTIONS LEVEL 2 IRRIGATION KEY PLAN JEFFERSON AVE NE "'Ico 0 I o I � z I NORTH CE NE REF PERSON A NORTH GENERALNOTES 1. SEE L1.00 SHEET SERIES FOR ADDITIONAL PLANS AND INFORMATION. 2. SEE L2.00 SHEET SERIES FOR SCHEDULES, NOTES AND DETAILS. 3. ALL PLANTING IN PUBLIC R.O.W. SHALL BE PER CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS. 4. ALL PLANTING AREAS TO RECEIVE IRRIGATION SYSTEM THAT INCLUDES DRIP IRRIGATION, SLEEVING, LATERALS, CONTROL VALVES, GATE VALVES AND QUICK COUPLERS. CONSTRUCTION RECORD DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE PREPARED FROM THE CONTRACTOR'S REDLINED CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY MARK-UPS OF THE CONSTRUCTION DOCUMENTS. THE CONSULTANT REVIEWING THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON THESE RECORD DRAWINGS HAS NOT WITNESSED SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY ALL THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF NOT RESPONSIBLE FOR ERRORS OR OMISSIONS AS OF 10/29/2024. 10/29/2024. IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED BY THE CONTRACTOR'S lffl Cad leaeawl. Oakea cfl ura ial AS —BUILT REDLINES. X X SMR Architects 117 S. Main St., Suite 400 Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 RENTON HOUS I N G AUTH m RITY YEARS r �c C] W� _QQ E 0 UCWL N��2 �l� M0 0 �Q 4� o � M N ~ 3 Q z co 6 o QCV J �ii H 3 SUNSET GARDENS 2900 NE 10TH ST, RENTON, WA 98056 CONSTRUCTION RECORD DRAWING STATE OF WASHINGTON REGISTER 5 P CHITECT RDSERf J. F O CERT)FICATE N 966 REVISIONS / NOTES NO DATE DESCRIPTION AHJ STAMP TITLE LEVEL 2 IRRIGATION PLAN PERMIT # DRAWN LI, VW CHECKED RF ISSUE DATE 12/05/2024 JOB NO. 20-009 SHEET NO.: Ll 021 Planting Schedule (includes replacement trees) *Per Tree Retention Worksheet on sheet LO.00, (4) replacement trees @ 2" min. cal. are required. Trees marked with "R" on Landscape Plan on sheet L 1.00 are designated as replacement trees. Symbol Qty. Type Size/Comments STREET TREES 8 Ginkgo biloba 'Autumn Gold' / Autumn Gold Ginkgo 4 Styrax japonicus / Japanese Snowbell 2" cal., B&B (5) in R.O.W. and (3) in private easement access drive DECIDUOUS TREES 15 Acer circinatum / Vine Maple 2" cal., B&B 4 Cercis canadensis / Eastern Redbud 2" cal., B&B 10 Magnolia 'Galaxy' / Galaxy Magnolia 2" cal., B&B *(2) designated as Replacement Trees - see Landscape Plan on sheet L 1.00 3 Magnolia grandiflora 'Majestic Beauty' / Southern Magnolia 2" cal., B&B 6 Ulmus 'Accolade' / Accolade Elm 2" cal., B&B *(1) designated as Replacement Tree - see Landscape Plan on sheet L1.00 CONIFEROUS TREES 5 Pinus contorta / Shore Pine 6' min. ht., B&B 2 Tsuga mertensiana / Mountain Hemlock 6' min. ht., B&B *(1) designated as Replacement Tree - see Landscape Plan on sheet L1.00 LARGE/MEDIUM/SMALL SHRUBS & GROUNDCOVER 33 Blechnum spicant / Deer Fern 18" min. ht., see plans 139 Choisya ternata 'Sundance' / Sundance Mexican Orange 30" min. ht., see plans 311 Cornus sericea 'Kelseyi' / Kelsey Dogwood 18" min. ht., see plans 20 Euonymus japonicus 'Silver King' / Silver King Euonymus 36" min. ht., see plans 88 Ilex crenata 'Sky Pencil' / Japanese Holly 36" min. ht., see plans 86 Lavandula angustifolia / English lavender 12" min. ht., see plans 346 Nandina domestica 'Gulf Stream' / Heavenly Bamboo 18" min. ht., see plans 151 Prunus laurocerasus 'Nana' / Dwarf English Laurel 24" min. ht., see plans 458 Polystichum munitum / Sword Fern 18" min. ht., see plans 365 Sarcococca confusa / Sweetbox 24" min. ht., see plans 33 Symphoricarpos albus / Snowberry 24" min. ht., see plans 110 Vaccinium ovatum / Evergreen Huckleberry 24" min. ht., see plans GROUNDCOVER & GRASSES 126 Carex obnupta / Slough Sedge 1 gal, 12" o.c. 2,515 Mahonia repens / Creeping Mahonia 1 gal, 12" o.c. 9,030 Vinca minor / Dwarf Periwinkle 1 gal, 12" o.c. PLANTING NOTES: 1. ALL PLANTING AREAS ON THE GROUND -PLANE (ALL R.O.W., PLANTERS, ETC.) SHALL HAVE A DRIP IRRIGATION SYSTEM TO BE INTEGRATED WITH A CONTROLLER. RAIN SENSORS AND OTHER EQUIPMENT WILL BE INCORPORATED INTO DESIGN TO MAXIMIZE EFFICIENCY AND LOWER OVERALL MAINTENANCE. 2. ALL INDEPENDENT RAISED PLANTERS SHALL HAVE DRIP IRRIGATION AND INTEGRATED WITH RESPECTIVE CONTROLLER. 3. NO PLANTS TO BE INSTALLED WITHIN 2' DIA. OF PROPOSED STREET TREES. 4. ALL SHRUBS AND GROUNDCOVERS TO BE LAYED OUT IN FIELD AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 5. PLANT TREES IN R.O.W. PER COR STANDARDS. 6. AMENDED SOILS IN PLANTER STRIP PER COR STANDARDS. 7. SEE CIVIL SHEETS FOR PROPOSED GRADING, STREET PROFILES AND UTILITY LOCATIONS. Irrigation Schedule Item Symbol Planting areas to receive drip irrigation per ESDS 99 requirements Rain Bird Rain Sensor 0 Controller El Point of Connection (P.O.C) ILI POFri Meter Back Flow Prevention BF Master Valve MV Automatic Valve Quick Coupler 0 Main -Line ---------- Lateral Lines Comments See Specifications See Specifications; located indoors, wall mounted See Specifications See Specifications See Specifications See Specifications See Specifications See Specifications See Specifications See Specifications S I eevi ng_________________________________________ See Specifications IRRIGATION NOTES: 1. POINT OF CONNECTION, MAIN LINES, VALVES, LATERALS AND SLEEVING ARE SHOWN SCHEMATICALLY FOR PURPOSES OF GRAPHIC CLARITY. IRRIGATION EQUIPMENT SHALL REMAIN CLEAR OF ALL PAVEMENT, WALLS, TREES AND OTHER EXISTING AND PROPOSED SITE ELEMENTS UNLESS SPECIFICALLY NOTED ON PLANS OR DIRECTED BY LANDSCAPE ARCHITECT. 2. SLEEVING IS REQUIRED FOR ALL IRRIGATION LINES AND CONTROL VALVE WIRES UNDER ALL NEW AND EXISTING PAVEMENT. ALL SLEEVING SHALL EXTEND A MIN. OF V-0" BEYOND PAVING EDGE. 3. MAIN LINE PIPING LAYOUT, SLEEVES AND VALVE LOCATIONS SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4. SEE SHEET L2.20 FOR IRRIGATION DETAILS. 5. VALVE LOCATIONS SHALL BE CLUSTERED AND CONSOLIDATED IN AN EFFICIENT MANNER. 6. RAIN SENSOR SHOWN ON PLAN ARE CONCEPTUAL LOCATIONS AND SHALL BE FURTHER COORDINATED WITH PLUMBING CONDUIT SLEEVE AND ARCHITECT FOR EXACT LOCATION IN FIELD. Paving / Surfacing Schedule SYMBOL CODE TYPE FINISH / COLOR / NOTES A Scored concrete 2' x 2' scored concrete, broom finish, ROW per City of Renton Standards g Scored concrete Scored concrete, scoring per plans, medium broom finish Permeable pavers 4x8 Eco-Priora permeable paver units by Mutual Materials, color'Gray', Herringbone pattern, ORIENTATION AS INDICATED ON PLANS L2.02 p Concrete pavers 2' X 2' concrete pedestal pavers by Abbotsford, color'Natural' E Cobble 1" to 3" Black Mexican Beach Pebbles by Coverall Stone, color'Black'. 4" min. depth. F r Cobble 1" to 5" Mexican Beach Pebbles by Coverall Stone, color'Bone'. 4" min. depth. CONSTRUCTION RECORD DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE PREPARED FROM THE CONTRACTOR'S REDLINED CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY MARK-UPS OF THE CONSTRUCTION THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON DOCUMENTS. THE CONSULTANT REVIEWING SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY THESE RECORD DRAWINGS HAS NOT WITNESSED ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF ALL THE ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE FOR ERRORS OR OMISSIONS AS OF 10/29/2024. 10/29/2024. IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED BY THE CONTRACTOR'S lfflc�ad leaeawl. Daeo(a Lruwdal AS -BUILT REDLINES. X X SMR Architects 117 S. Main St., Suite 400 Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 RENTON HOUS I N G AUTHORITY YEARS r �c C] WI Ll 0 � 0 O U a Q tP O 0 V N r �M Ul � ¢ co c co(35 Q z o N D J � U) SUNSET GARDENS 2900 NE 10TH ST, RENTON, WA 98056 CONSTRUCTION RECORD DRAWING STATE OF WASH INGTON REGISTER S P CHITECT ROHcRT J. F D CERT)FICATE N . 966 REVISIONS / NOTES NO DATE DESCRIPTION AHJ STAMP TITLE PLANTING & IRRIGATION SCHEDULES PERMIT # DRAWN LI, VW CHECKED RF ISSUE DATE 12/05/2024 JOB NO. 20-009 SHEET NO.: L2000 flr2IPI INIF PPnTFr Tinl\I 7nNIF ROOT ZONE �, DKIPLINE ROOT ZONE DRIPLINE PROTECTION ZONE - I . OPERATION OF HEAVY EQUIPMENT AND PILING OF HEAVY MATERIALS PROHIBITED. 2. LIMITED TRENCHING ALLOWED. EXCAVATION BY HAND OR WITH HAND -DRIVEN TRENCHER MUST BE APPROVED BY ENGINEER. 3. SEVERING OF ROOTS LARGER THAN 2" DIA. REQUIRES ENGINEER'S APPROVAL. ROOT ZO N E- I . OPERATION OF HEAVY EQUIPMENT AND PILING OF HEAVY MATERIALS REQUIRES ENGINEEKS APPROVAL. 2. TRENCING WITH HEAVY EQUIPMENT ALLOWED UNDER ENGINEER'S SUPERVISION AND IF 2/3 OR MORE OF THE ROOT ZONE IS UNDISTURBED. ADDITIONAL NOTES - I . 4' HIGH ORANGE CONSTRUCTION FENCE SHALL COMPLETELY ENCIRCLE TREE(S), AT NO LESS THAN 5'-0" OUTSIDE THE DRIPLINE OF TREE. INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. TREATMENT OF ROOTS EXPOSED/DAMAGED DURING CONSTRUCTION: ROOTS OVER I " DIAM., MAKE A CLEAN STRAIGHT CUT TO REMOVED DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP AND COVERED WITH SOIL AS SOON AS POSSIBLE. TREE PROTECTION NOT TO SCALE TREE—PROT _z N Ln TREE STAKING TIES (2) 2" DIA WOOD STAKE. ALIGN STAKES TO RESPOND TO PREVAILING WINDS. TREE ROOTBALL. SET ROOT CROWN I" ABOVE FINISH GRADE. MULCH: 2" DEPTH ALLOW 2" CLEAR FROM TRUNK. FINISH GRADE 3" HEIGHT SOIL SAUCER. INSTALL AT EDGE OF PLANTING PIT. AMENDED SOIL SCARIFY SUBGRADE IIIII—III III ' ill l�—i REMOVE BINDING FROM MIN 2x WIDTH TRUNK, PULL BACK BURLAP TO OF ROOTBALL SIDES OF ROOTBALL. EXPOSE NO BURLAP TO SURFACE AFTER BACKFI LLI NG CH DECIDUOUS TREE PLANTING 8c STAKING ND NOT TO SCALE AMENDED SOIL SCARIFIED 5UBGKADE TYP. GROUNDCOVER PLANTED AT NURSERY LEVEL (POTTED PLANTS OR ROOTED CUTTINGS) MIN. 2" MULCH KEEP MULCH CLEAR FROM STEM FINISH GRADE 11 Ir—III I; I M I 77 � ` f � 1- � I III 1=1 III�IIIII�,111,;,111III�� III— I I =1 IIIIIIIII =1 1 I III —III III III —III 111-1 '11IIII,;,III�IIII��III�� III 1 I III III 1 III III 1 "' "' TYP. SPACING PER LANDSCAPE PLAN GROUND COVER PLANTING NOT TO SCALE P—dectree P_grdcvr I IL I � I IMAX. YV MIN 2x WIDTH OF ROOTBALL (1) 2" DIA WOOD STAKE DRIVEN TO REFUSAL. SECURE TO TREE WITH 2 STRANDS NURSERY TAPE. POINT TOP OF STAKE TOWARD PREVAILING WIND. TREE ROOTBALL. SET ROOT CROWN I'' ABOVE FINISH GRADE. MULCH: 2" DEPTH ALLOW 2" CLEAR FROM TRUNK. FINISH GRADE 3" HEIGHT SOIL SAUCER. INSTALL AT EDGE OF PLANTING PIT. AMENDED SOIL SCARIFY SUBGRADE REMOVE BINDING FROM TRUNK, PULL BACK BURLAP TO SIDES OF ROOTBALL. EXPOSE NO BURLAP TO SURFACE AFTER BACKFILLING CONIFER TREE STAKING / PLANTING NOT TO SCALE SPECIFIED SPACING, TYP. PLANTING BED + + LUu z wU (1� Q EDGE OF PLANTING BED OR PAVING PLAN + SHRUB & GROUND COVER SPACING NOT TO SCALE P—conifer2 P—spacing WIDTH OF PLANTING PIT= 2X WIDTH OF ROOTBALL MINIMUM SHRUB PLANTING NOT TO SCALE PLANT SHRUBS AT I " ABOVE LEVEL GROWN IN NURSERY, PLANT GROUNDCOVERS AT LEVEL GROWN IN NURSERY MULCH LAYER: 2" DEPTH. ALLOW 2" CLEAR FROM TRUNK/ STEM FINISH GRADE AMENDED SOIL SCARIFY SUBGRADE REMOVE BINDING FROM TRUNK, PULL BURLAP BACK TO SIDES OF ROOTBALL. EXPOSE NO BURLAP TO SURFACE AFTER BACKFILLING P—shrub CONSTRUCTION RECORD DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE PREPARED FROM THE CONTRACTOR'S REDLINED CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY MARK—UPS OF THE CONSTRUCTION DOCUMENTS. THE CONSULTANT REVIEWING THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON THESE RECORD DRAWINGS HAS NOT WITNESSED SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY ALL THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF NOT RESPONSIBLE FOR ERRORS OR OMISSIONS AS OF 10/29/2024. 10/29/2024. IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED BY THE CONTRACTOR'S Aff/c�ae116fe,dew j9a6ta Lraealal AS —BUILT REDLINES. X X SMR Architects 117 S. Main St., Suite 400 Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 RENTON'1 HOUSING AUTH T RITY EARS L3 �11 f I �� QI E O Cn o W q [� EL — oQ C/) M fB N� �U1 Cn m Cl) Q �Q � 0 L'L 66 U]Z Co ~ z w CV o � � QJ F-W H 3 SUNSET GARDENS 2900 N E 1 OTH ST, RENTON, WA 98056 CONSTRUCTION RECORD DRAWING STATE OF WASHINGTON REGISTER S P CHITECT ROBERT J. F ❑ CERTJFICATE N . 966 REVISIONS / NOTES NO DATE DESCRIPTION AHJ STAMP TITLE PLANTING DETAILS PERMIT # DRAWN LI, VW CHECKED RF ISSUE DATE 12/05/2024 JOB NO. 20-009 SHEET NO.: L2001 FABRICATED%8"-THICK MILD STEEL AND ALL CORNERS FULLY WELDED AND SANDED SMOOTH WITH SLIGHT RADIUS, FINISH IS POWDER COAT PRIME AND FINISH COATED, COLOR TBD. TOP EDGE IS 2" AND RETURN EDGE IS 1 PER PROFILE. PLANTER SURFACE Z"-3" HOLE TO BE DRILLED IN FIELD; POSITION WITH EXISTING IRRIGATION PIPE/SLEEVE TOP EDGE PROFILE / SECTION IIIIIIIIIIIII ICI I �/ PLANTING SOIL AND MULCH, SEE SPEC. FILTER FABRIC _ 4" DEPTH OF 7/6" CRUSHED GRAVEL = 1 FILTER FABRIC PRE -DRILLED DRAIN -HOLES; I "-DIA. 2" FROM BOTTOM AND 3" FROM EA. CORNER ON SIDES ADJACENT TO CURB OR WALL ONLY SHIM PLANTERS%2" TO ALLOW FOR DRAINAGE BELOW PAVERS OR HAKDSCAPE SURFACE IRRIGATION SLEEVE IF APPLICABLE; SEE PLUMBING AND MECHANICAL FOR COORDINATED LOCATIONS. TO BE CLOSE TO CENTER OF PROPOSED PLANTER. DRILL IN FIELD RAISED PLANTER -SECTION (INDEPENDENT PLANTER) NTS planter_steel_conc RAISED CONCRETE PLANTER; SEE STRUCTURAL AND ARCHITECTURAL (5) IPE SLATS; I " x 4", FASTEN W/ %4" X 13/4" BOLT AND NUT. I-7/2" RECESS ALL 2" X 2" STRUCT. 4S° TUBING, FILLET WELDED - TO 1 '-7 %2" X 1 '-2", cc STEEL ANGLE FINISH GRADE XL (2) PER STEEL ANGLE % 2" X 5" ANCHOR BOLTS INTO WALL ALSO, SEE: L2.02 INTEGRATED BENCH AT PLANTER FACE NOT TO SCALE bench_atpintr wall LAYOUT IN FIELD FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. OAHU NO SCRATCH BIKE RACK BY SPORTWORKS 3/8" (DRILL DIA. X 4" DEPTH; CONCRETE WEDGE ANCHC HEX WITH WASHER, PER MFR'S INSTRUCTIONS, TYF SHIM LEVEL WITH EXTRA WASHERS AS NECESSARY BIKE RACK SURFACE MOUNT NOT TO SCALE EDGE RESTRAINT WHERE PAVERS NOT ADJACENT TO PAVING OR WALL W/ SPIKES MIN. 1 2" O.C., INSTALLED PER MFR'S KEC. EXTEND BASE G" BEYOND EDGE OF PAVERS PERMEABLE PAVERS NOT TO SCALE bike rack—oahu ANTISKATE TREATMENT PER DETAIL 9/L2.02 SLOPE TOP %4" PER FOOT, AWAY FROM FRONT OF BENCH G" CONC. LID W/ #4 @ I G" O.C. EA. WAY MID -DEPTH BENCH LEG SUPPORT; APEX BENCH, %2'' CHAMFER ALL CORNERS a d a a ° ° ° BY FORMS+SURFACES Z 1 a Q ° ° a Q° ° G" CONC. WALL W/ #4LU a a @ 1 2" O.C. HOKIZ. * #4@ d ° a +I LU 1 8" O.C. VERT. ° 14" X I -3 4" DRILL DIA. X LENGTH / / ( ) ° SLEEVE ANCHOR # 1 0-24 THREAD, HEX n LU z 0 d° ° a d a° INCLUDE CORNER BARS STD HOOK VERT. DOWELS ° ° a a d WITH WASHER '-`-- `az ° Q d ° ° LAYOUT IN FIELD FOR a ° a° ° FINISHED GRADE APPROVAL BY LANDSCAPE 61 ` 8" M I N ARCHITECT PRIOR TO Lz ° INSTALLATION. CONFIRM ° ° d° a ° ° JOINT W/ FILLER; - MOUNTING WITH MANU. ALL 4 SIDES DETAILS AND RECOMMENDATIONS PER PLAN zi ° '71 PLAN 8" THICK FOOTING W/ #5 @ SECTION/SIDE ELEVATION I G" O.C. E.W. BOTTOM APEX BENCH MOUNTING DETAIL AT GRADE NOT TO SCALE ADJACENT PAVING NOTE: FOR 5'-LONG BENCH, USE (2) CENTER SUPPORTS. FOR 1 2'-LONG BENCHES, USE (3) CENTER SUPPORTS. bench apex PAVER UNITS; SPACING AND LAYOUT PER PLAN AND MANUFACTURER LAYOUT. WITH PERMEABLE JOINT MATERIAL. UPPER BEDDING LAYER; %4" OPEN GRADED, CRUSHED AGGREGATE BASE LAYER; 3/4'' OPEN GRADED, CRUSHED AGGREGATE SUB -BASE LAYER; 2" TO 3/4" CRUSHED OPEN GRADED AGGREGATE WOVEN GEOTEXTILE. EXTEND TO 112 OF DEPTH OF PAVERS: ALL SIDES EXISTING SUBGKADE, UNCOMPACTED NOTE: REFER TO MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS WHEN INSTALLING THE PERMEABLE PAVER SYSTEM. VARIES, SEE PLANS a a a a a a 21- + 1 a a a o a Q a 1 11 11 411 a -a _ - - a 5" - - aQ - - IT a a a 2" X 2" STRUCT. TUBING, a a a FILLET WELDED TO 0 o a a Q 1_ a 11-7/21 X1 1 2, o a a a HORIZONTAL: 5" WIDE a c0 a a (CNTK. ONLY) _ ° a s a VERTICAL: 3" WIDE tt a a a a a STEEL ANGLE a a a ° a a a 1/ o E Q. a a EQ. 3� a a a 3�� a ° a a a a a a a161 a a a ° a a a a zi a a INTEGRATED BENCH AT PLANTER FACE (FRONT ELEVATION) NOT TO SCALE permeable —paver PLANTER, BEYOND. SEE STRUCTURAL AND ARCHITECTURAL (5)-G' IPE SLATS; 1 " x 4", FASTEN W/ %4" X 1 3/4" BOLT AND NUT. (1 2-1 G) PER SLAT; RECESS ALL (2) 2" X 2" STRUCT. TUBING AT EACH END OF BENCH, FI LLET WELDED TO (2) 1 '-7 %2" X 1 '-2", HORIZONTAL: 4" WIDE (BOTH ENDS), VERTICAL: 3" WIDE STEEL ANGLE 42)PEK STEEL ANGLE %2" X 5" ANCHOR BOLTS INTO WALL FINISH GRADE, PEDESTAL PAVERS ALSO, SEE: L2.02 bench_atpintr wall-2 CONCRETE SEATWALL NTS bench_conc P. f G"''Jl, CONCRETE PLANTER WALL; CHAMFER EDGE S%2" SEE STRUCTURAL AND ARCHITECTURAL FOR SIZE AND REINFORCING PLANTING SOIL MULCH, SEE SPEC. i.0 z[Li FILTER FABRIC Cz FINISH GRADE; c� _ 4" DEPTH OF 7/8" CRUSHED GRAVEL PEDESTAL PAVERS 1111 1 FILTER FABRIC A a SEE STRUCTURAL AND ARCHITECTURAL FOR STRUCTURE AND PARAPET WALLS I " WEEP HOLES @ 4' O.C. UNDER PAVERS IF NO INTERNAL DRAINAGE INTEGRATED CONC. PLANTER ON STRUCTURE NOT TO SCALE SKATE nFTFIPIPPKIT. SURFACE -MOUNTED 'GORILLA 135' W/ c FASTENERS, BY SKAT NOTE: TREATMENT SHALL BE PLACED 24'' O.C. ON TOP OF SEATWALLS ANTI -SKATEBOARD WALL TREATMENT NOT TO SCALE planter —cone on structure antiskate CONSTRUCTION RECORD DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE PREPARED FROM THE CONTRACTOR'S REDLINED CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY MARK—UPS OF THE CONSTRUCTION THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON DOCUMENTS. THE CONSULTANT REVIEWING SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY THESE RECORD DRAWINGS HAS NOT WITNESSED ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF ALL THE ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE FOR ERRORS OR OMISSIONS AS OF 10/29/2024. 10/29/2024. IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED BY THE CONTRACTOR'S Aff/c�aeIleae,dew j9a6ta Lraealal AS -BUILT REDLINES. X X SMR Architects 117 S. Main St., Suite 400 Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 RENTON'1 HOUSING AUTH T RITY EARS F- L3 F- �0� Q1 E OUi[O W � EL — oQ C/) M fB NL32M uJW � CnQ � o Q �3 ti Z — N co 4 z Co CV O Co J ti cn LLQ 3 SUNSET GARDENS 2900 N E 1 OTH ST, RENTON, WA 98056 CONSTRUCTION RECORD DRAWING STATE OF WASHINGTON REGISTER S P CHITECT ROBERT J. F CERTJFICATE N . 966 REVISIONS / NOTES NO DATE DESCRIPTION AHJ STAMP TITLE SITE DETAILS PERMIT # DRAWN LI, VW CHECKED RF ISSUE DATE 12/05/2024 JOB NO. 20-009 SHEET NO.: L2.02 DOUBLE CHECK BRA55 UNIC BRA55 NIPPI ROUND VAL` FINISH GRADE METERED 5T1 PPE SLEEVE SHUT OFF V� G" MINIMUM DEPTH POINT OF CONNECTION NOT TO SCALE " )UPLER BADE BETE PIPE TH DRAIN 8 " MINUS D LE VING LVI LAnMMiA QUICK COUPLER NOT TO SCALE DRIP IRRIGATION STANDARD SECTION NOT TO SCALE NOTE: TH15 DETAIL REPRESENTS AN APPROXIMATE CONDITION FOR MOUNTING CONTROLLER ON INTERIOR WALL. VERIFY EXACT LOCATION FOR CONTROLLER WITH ELECTRICAL AND ADJUST INSTALLATION ACCORDINGLY. -4- Ln _z 0 N NAAINI I INIF Tn IPRI(;ATinm c-,Yr,TFNA RECTOR SEAL (T+2) ALL THREADED CONNECTIONS. PVC EXHAUST HEADER 4" TO 8" FROM EDGE, TYP. 1 2" TO 24" O.C. , VARIES 41rrpoc—REV MANUAL LINE FLUSH VALVE PLUMBED TO PVC PVC SUPPLY HEADER -DRIP START CONNECTION I PLANTING AREA PERIMETER, TYP. I CONTROL VALVE WITH STRAINER I DRIP IRRIGATION TUBING MANUAL LINE FLUSH VALUE PLUMBED TO PVC I — — — — — — PVC EXHAUST HEADER — — — — J NOTE: DRIP LINES SHALL NOT EXCEED 200' IN LENGTH. INSTALL CHECK VALVES EVERY 54'' IN ELEVATION CHANGE. DRIP IRRIGATION CENTER FEED LAYOUT 71rrquick_REV T % NOT TO SCALE 4dripirr_section INDOOR WALL MOUNT ELECTRIC CONTROLLER; SEE IRRIGATION PLAN AND ELECTRICAL FOR LOCATIONS PROVIDE ELECTRICAL CONDUIT PER CODE AND MANU. KEQ5. PROVIDE CLEAN ACCESS HOLES FOR KEQ. CONDUIT FINISH GRADE I IIIII I l i III1 I '— —III— I II I LOW VOLTAGE WIRING FPER CONTROLLER REQ5. INDOOR CONTROLLER — INDOOR INSTALLATION NOT TO SCALE AUTOCON—REV FINISH GRADE TO BE SPECIFIED DEPTH OF MULCH PLUS I" MULCH PE SPECIFICATION MANUAL LINE FLUSH VAL\ COMPAC NATIVE 5C (2) PAVING BRICK 1 dripirr_center UAL LINE FLUSH iE PLUMBED TO PVC 1PRE5510N RING .F. DRY SUMP =D WITH FILTER 'RIC AND FILLED H 3/8" GRAVEL :KFILL FOR DRAINS 5PECIFICATION5 DRIP IRRIGATION MANUAL FLUSH VALVE NOT TO SCALE 5dripirr_mflush AUTOMATIC CONTROL VALVE NOT TO SCALE PVC SUPPLY HEADER DRIP START CONNECTION 4" TO 8" FROM EDGE, TYP. 1 2" TO 24" O.C., VARIES MANUAL LINE FLUSH VALVE PLUMBED TO PVC _ _ _ _ _ _ _ _ _ -----CONTROL VALVE WITH STRAINER MANUAL LINE FLUSH VALUE PLUMBED TO PVC PLANTING AREA PERIMETER, TYP. DRIP IRRIGATION TUBING PVC EXHAUST HEADER -----------I NOTE: DRIP LINES SHALL NOT EXCEED 200' IN LENGTH INSTALL CHECK VALVES EVERY 54" IN ELEVATION CHANGE DRIP IRRIGATION END FEED LAYOUT NOT TO SCALE 5AWCUT EX15T PAVEMENT IF NECE55AKY w: _z. J z� Q� E( N SECTION SLEEVE TRENCH NOT TO SCALE 2dripirr_end EX15TING OR NEW ASPHALT, CONCRETE OR MA50NRY PAVED SURFACE TACK SEAL JOINT COMPACTED BACKFILL MATERIAL DETECTION TAPE (BLUE) G" ABOVE PIPE COMPACTED BACKFILL MATERIAL PVC SLEEVE WITH MAIN OR LATERAL LINES OR CONTROLLER WIRES NOTES: I . SLEEVE 51ZE A5 SHOWN ON PLANS OR: I.D. OF SLEEVE TO BE I " GREATER THAN O.D. OF PIPE. 2. SLEEVES REQUIRED UNDER ALL PAVED AREAS. 3. ENDS OF SLEEVES EXTEND A MIN. OF 1'-0" BEYOND CONCRETE EDGE. 21strench_REV r EBOX W/ �S REQ.) WIRE SPLICES (TYP.) 5CH. 40 PVC LATERAL PVC ADAPTER _CHE5 IN BOX FOR REQ. @ EACH END ? PLACES) TIC CONTROL EL W/ -ILE UNDERNEATH 51acvalve—REV MANUAL LINE FLUSH Q VALUE PLUMBED TO PVC I \� PVC EXHAUST HEADER DRIP IRRIGATION TUBING 4" TO 8" FROM EDGE, TYP. IN PLANTING AREA PERIMETER, TYP. 1 2" TO 24" O. C . , VARIES I I I PVC SUPPLY HEADER----------(J DRIP START - - - - - CONNECTION CONTROL VALVE WITH STRAINER DRIP IRRIGATION IRREGULAR AREA LAYOUT NOT TO SCALE Gil G" WIDE TRENCH DUG WITH TRENCHING MACHINE FINISH GRADE COMPACTED BACKFILL MATERIAL DETECTION TAPE (GREEN) G" ABOVE PIPE COMPACTED BACKFILL MATERIAL PVC ELEC. CONDUIT (GRAY) (SIZE A5 SPECIFIED ON PLANS) SECTION POWER SUPPLY TRENCH NOT TO SCALE 3dripirr_irreg 21ptrench_REV CONSTRUCTION RECORD DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE PREPARED FROM THE CONTRACTOR'S REDLINED CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY MARK-UPS OF THE CONSTRUCTION DOCUMENTS. THE CONSULTANT REVIEWING THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON THESE RECORD DRAWINGS HAS NOT WITNESSED SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY ALL THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF NOT RESPONSIBLE FOR ERRORS OR OMISSIONS AS OF 10/29/2024. 10/29/2024. IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED BY THE CONTRACTOR'S Aff/c�aeI /66fe,dew j9a6ta Lraealal AS -BUILT REDLINES. X X SMR Architects 117 S. Main St., Suite 400 Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 RENTON HOUSI NG AUTH TEARITY RS C] F_ I Qa E O o W [� a Ch a C/) - o M fB N C< CCO, Co �Q o Q I` �Z co � ~ z ) CV O QJ ticn �9: SUNSET GARDENS 2900 N E 1 OTH ST, RENTON, WA 98056 CONSTRUCTION RECORD DRAWING STATE OF WASHINGTON REGI13 ' 5 P CHI'iECT ROSERT J. IF N . 966 REVISIONS / NOTES NO DATE DESCRIPTION AHJ STAMP TITLE IRRIGATION DETAILS PERMIT # DRAWN LI, VW CHECKED RF ISSUE DATE 12/05/2024 JOB NO. 20-009 SHEET NO.: L2020