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Home My WebLink AboutP_Drainage Control Plan and Grading Plan_210416_v1.pdfCn Z W 0 Q 0 H w Z Cn Z O z w rr U I 0 0 0 cl- I I I 0 0 0 0 Q U I 0 CD o� �00 cj-X QO L� o I O J oCD (7) U') c)n- 0 o6 N •— I � o¢ o I o� oC/-) ory N � CK I ry x I a' z cD c� U w i X c"l N I m J F n I rf-)CD �V) N c� ai o % N p a.> co L QQ) Q x LEGAL DESCRIPTION BLOCK 37 IN REPLAT OF BLOCKS 12, 13, 14, 369 37 AND 38 OF CORRECTED PLAT OF RENTON HIGHLANDS NO. 21 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`0500" 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`O9'00" 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; • Call 8111 • •two business days before you dig HORIZONTAL DATUM NAD 83 (2011) EPOCH 2O10.00 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 290ONEIOTHST RENTON, WA98056 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 531822± 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 BENCHMARK ASPHALT SURFACE \ \ \ \ \ \ BUILDING CENTERLINE ROW CO o CLEANOUT CONCRETE SURFACE rJ ZD EASEMENT AREA FENCE LINE (CHAIN LINK) FENCE LINE (WOOD) V FIRE DEPT CONNECTION d FIRE HYDRANT — GAS LINE G ❑ GAS METER D4 GAS VALVE GRAVEL SURFACE GUY ANCHOR +j INLET (TYPE 1) LIGHT POLE ;•; NAIL AS NOTED ►�� MONUMENT IN CASE (FOUND) PST ❑ POST PIV 0 POST INDICATOR POWER (OVERHEAD) POWER (UNDERGROUND) PP O POWER POLE PP POWER POLE W/ LIGHT ET ELECTRIC TRANSFORMER EV ELECTRIC VAULT REBAR & CAP (SET) ROCKERY ^� SEWER LINE SEWER MANHOLE SIGN (AS NOTED) (�) STORM MANHOLE STORM DRAIN LINE TELEPHONE (OVERHEAD) TELEPHONE (UNDERGROUND) TEL ❑ TELEPHONE SENTRY SIZE TYPE 0 TREE (AS NOTED) WATER LINE WM � WATER METER WV X 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 07 PARKING SPACES NOT FOR CONSTRUCTION LAND USE APPLICATION NO. REVISION PROPOSED LEGEND 360 358 ..................................................... SURVEYED: DESIGNED: CMK DRAWN: JYL CHECKED: CB BY DATE AP P R APPROVED: TJE SD SD W F5 SS ,•11TE 1.50% N -04 W FS SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ABBREVIATIONS PROPERTY LINE BW CB BUILDING LINE CL COR BUILDING OVERHEAD CY DCDA UTILITY EASEMENT DCVA MAJOR CONTOUR EX FFE MINOR CONTOUR FL FS GRADE BREAK GPM HP SAWCUT IE MAX STORM DRAIN MIN N TS PERFORATED PIPE OH/U PL TRENCH DRAIN POC PSD WATER < 12" PSE PSS WATER > 12" PVC RMC RPBA FIRE SERVICE SD SANITARY SEWER SDCO SDMH ELECTRICAL CONDUIT SF SS SPOT ELEVATION SSCO STD SLOPE SWDM TC FLOW DIRECTION TW TYP PIPE DAYLIGHT W WSDOT AREA DRAIN SDMH CB UTILITY POLE VALVE THRUST BLOCK INFILTRATING BIORETENTION PLANTER FULL DEPTH ASPHALT PAVEMENT ASPHALT GRIND & OVERLAY CONCRETE SIDEWALK VERTICAL: NAVD 19M HORIZONTAL: NAD 1983/1991 BOTTOM OF WALL CATCH BASIN CENTERLINE CITY OF RENTON CUBIC YARDS DOUBLE CHECK DETECTOR ASSEMBLY DOUBLE CHECK VALVE ASSEMBLY EXISTING FINISHED FLOOR ELEVATION FLOW LINE FIRE SERVICE GALLONS PER MINUTE HORSEPOWER INVERT ELEVATION MAXIMUM MINIMUM NOT TO SCALE OVERHEAD UTILITY PROPERTY LINE POINT OF CONNECTION PUBLIC STORM DRAIN PUGET SOUND ENERGY PUBLIC SANITARY SEWER POLYVINYL CHLORIDE RENTON MUNICIPAL CODE REDUCED PRESSURE BACKFLOW ASSEMBLY STORM DRAIN STORM DRAIN CLEANOUT STORM DRAIN MAINTENANCE HOLE SQUARE FEET SANITARY SEWER SANITARY SEWER CLEANOUT STANDARD SURFACE WATER DESIGN MANUAL TOP OF CURB TOP OF WALL TYPICAL WATER WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CITY OF (9 RENTON Planning/Building/Public Works Dept. 900 �O All I PROJECT LOCATION o� W z z _� Lil Y z NE 10rN Q Sr x 0 z VICINITY MAP SCALE: 1 " = 200' GRADING QUANTITIES TOTAL AREA OF PROPERTY = 48,321 SF TOTAL AREA OF WORK = 60,336 SF TOTAL WEIGHT/VOLUME OF EXPORT = 51957 TONS± / 3,220 CY± FILL = 1,887 TONS± / 11020 CY± CUT = 7,844 TONS± / 41240 CYf NOTE: EARTHWORK QUANTITIES PROVIDED FOR PERMITTING PURPOSES ONLY AND SHOULD NOT BE RELIED UPON FOR BIDDING. CIVIL SHEET INDEX Sheet Number Sheet Title C000 CIVIL COVER SHEET C400 GRADING, PAVING &DRAINAGE OVERALL PLAN C430 TYPICAL SECTIONS C500 UTILITY OVERALL PLAN C501 WATER MAIN EXTENSION U < J U) Z W IN COMPLIANCE WITH CITY OF RENTON STANDARDS p RENTON SUNSET GARDENS 2900 NE 10TH ST, RENTON, WA 98056 CIVIL COVER SHEET rr < 0 I— W U) Z DATE: V J 04/16/2021 z TIELDIMM: O PAGE: DRAWING NO: C000 W SHEET: 1 OF. 5 Cn Z W 0 rr CD H w Z Cn Z O z w rr n- 0 I 0 I 0 0 U I rl I CD cn ry can / =D 0 Q -C3 ry �(-D � I CD I � I j x � J o I v) Q ry U � I 1 � x o / (D 0 rx � X p N U N I �m � J � I �C/-) or)- rY LLJ i-n� o� I CDCD CDC/-) on- N / I x 0 0 O J N m I I oC/-) ory o I o x N � ry I c� I x / a' z cD cD W / 00 X Q0 I m J F- FF--- n I �CD �C/-) N ai o E N p (D co L Q� Q x INDEX AVE NE/ PRIVATE RD SNE 10TH ST �) DIRECTION cr �-.-_ MATCH GRADES :IZ AT EX FL (TYP) PERPENDICULAR CURB RAMP TL ti PER WSDOT STD F-40.15-04 SIDEWALK PER COR STD 102 (TYP) SSE ss�� 48' BUS STOP CONNECT TO EX 12" PSD EX 12" IE=352.6E 6" IE=352.9E PERFORATED PIPE CONNECTION PER COR SWDM C.2.11 ROCKERY WALL (TYP) SAWCUT (TYP) PROPERTY LINE (TYP) PERPENDICULAR CURB PER WSDOT STD F-4( • Call 811 • •two business days before you dig C? n ILA..•: _._��.■..��..�.I s� J .o�o�F � So , % NOT FOR CONSTRUCTION LAND USE APPLICATION NO. REVISION NOTES DRIVEWAY PER COR STD 104 TYPE 1 CB 1. CIVIL UTILITY SYSTEMS (LOCATION, SIZE, IE) SHOWN HEREIN ARE PRELIMINARY RIM=363.0± ASPHALT GRIND & OVERLAY (TYP) AND WILL BE FURTHER COORDINATED AS DESIGN PROGRESSES. 6" IE=361.5E PARALLEL CURB RAMP PER 2. RESTORE UTILITY TRENCH TO EX GRADE IN ACCORDANCE WITH RMC 9-10-11. CONNECT TO EX 12"PSD WSDOT STD F-40.12-03 DOCUMENT EX GRADE PRIOR TO CONSTRUCTION. EX 12" IE=353.9E 6" IE=354.2E PERPENDICULAR PER WSDOT STD CURB RAMP F-40.15-04 3. SEE C500 AND C501 FOR UTILITY INFORMATION. 3MERSIBLE PUMP a��' °q ��, PED JRIAN CURB BULB s 4. REFER TO LANDSCAPE FOR PAVEMENT SCORING, SITE FURNISHINGS, ELEMENTS • ASPHALT ON STRUCTURE, AND PLANTING DESIGN. 8"PS •;•:•— —.——.''`,r•. r: SS ss �• •� - —' — — — - '= -.�.-. T._ -..,_ - ' . • - _ pN u[ U S SS SS SS _ r. _ ° • ._.._ ASP ``S`S�•u'6,J MENT UP U P S s 8"Ps U PJ 5. ASPHALT PAVEMENT DESIGN WILL BE PROVIDED BY THE GEOTECHNICAL ENGINEER. EX ROCKERY WALL TO REMAIN. MATCH EX GRADES AT BW. SURVEYED: DESIGNED: CMK DRAWN: JYL CHECKED: CB BY DATE AP P R APPROVED: TJ E SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY e> n — FULL DEPTH ASPHALT PAVEMENT (TYP) SITE WALL ALONG R (TYP) � - S i �� of WAs�r j G' IMI N6 ON TI N A 42764 �GI STEg��,4 SIONAL E� 04/16/2021 VERTICAL- NAVD 1988 HORIZONTAL- NAD 1983/1991 - S 8"PS c J 6. JEFFERSON AVE NE (RESIDENTIAL ACCESS) RIGHT-OF-WAY IMPROVEMENTS ARE Q CURRENTLY UNDER COORDINATION WITH CITY OF RENTON. IMPROVEMENTS SHOWN WITHIN ARE PER A DEVIATION REQUEST TO MAINTAIN THE EXISTING WEST PROPERTY LINE. IMPROVEMENTS EAST OF CENTERLINE ARE DEFERRED TO Q CIVIL CONSTRUCTION PERMIT. C 7. STORM POC CONTINUATION BY PLUMBING. �- LEGEND 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CITY OF RENTON Planning/Building/Public Works Dept. — — — — PROPERTY LINE 360 358 ..................................................... ��. BUILDING LINE BUILDING OVERHEAD MAJOR CONTOUR MINOR CONTOUR GRADE BREAK SAWCU T SPOT ELEVATION SLOPE FLOW DIRECTION STORM DRAIN PERFORATED PIPE TRENCH DRAIN PIPE DAYLIGHT AREA DRAIN SDMH r INFILTRATING BIORETENTION PLANTER FULL DEPTH ASPHALT PAVEMENT ASPHALT GRIND & OVERLAY CONCRETE SIDEWALK VEHICI PAVEM ■ ■ CU a J 0 10' 20' 40' 1 inch = 20 feet z LU IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 Q 0 I— ��L/U VJ z V �D DATE J RENTON SUNSET GARDENS 04/16/2021 z 2900 NE 10TH ST, RENTON, WA 98056 FIELDBOOK: O PAGE (— DRAWING NO: C400 Z GRADING, PAVING & DRAINAGE OVERALL PLAN SHEET: OP I= CU or n U) z w 0 rr Q 0 w U) z D z 0 z w