The URL can be used to link to this page

Home My WebLink AboutR-419901Cn 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