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HomeMy WebLinkAboutTED4003450.8ro ;o v o .. m Hv 0 0 ja m 0 o 8 N m w M w Cal 2 Working Days Before You Dig =N 1-800-424-5555 �a Utities Un Center s o (dergirwrid/�Location (D,MT ND,OR,WA) A PORTION OF THE NW 1 /4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON 4 INT'X STA. 203+76.40, NE 2ND CT STA. 300+30.00, VASHON PL NE CHECKED FOR COMPLIANCE TO CITY STANDARDS RENTON JOB NO. &- U I I N I z I13 14 I I I ' I16 INT'X STA. 400+30.00, NE 2ND CT I STA. 201 +97.08, VASHON AVE NE 7 I EXISTING I I I ill ill I I FIRE HYDRANT I I I ill INT'X STA. 51 +75.10, UNION AVE NE = STA. 403+73.50, NE 2ND COURT VASHON PL NE INT'X STA. 53+43.12, UNION AVE NE STA. 100+25.00, VASHON AVE NE STORMWATER VAULT Q ? � s STORM NOTES: 1: STORM RUNOFF FROM LOTS 23-27 TO BE DISCHARGED TO ADJACENT WETLAND/STREAM BUFFER VIA INDIVIDUAL LOT FLOW DISPERSION TRENCHES. THE DOWNSPOUTS -- - OF ALL OTHER LOTS TO BE CONNECTED TO THE ROAD n 4 I NE 2ND CT �' Bw��: zLLJ z z �[2NE2ND PLACE CONVEYANCE SYSTEM VIA A PERFORATED PIPE KEY MAP CONNECTION. SEE DETAILS ON SHEET DT-01. 2: SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BMPS, UNLESS n �- CONSTRUCTED AS PART OF THIS SUBDIVISION. COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN SCALE: 1 = 50' APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. 3: HOME OWNERS ASSOCIATION IS RESPONSIBLE FOR 50' 25' 0 50' 1001 MAINTENANCE AND OPERATION OF THE STORMWATER VAULT. 4: FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. • -rWE RESTJZ ICTFO F007PR INT F40w C6&M o[.. AMP HAS INT'X STA. 302+42.00, VASHON PL NE S FEN Irl L I ZFO FOR 7-1415- STA. 105+23.97, NE 2ND PLACE PLAT. FACH L Ur ►S Z-jMtTFQ I To�,3 00 SF o r l�1 pFIZViovs A FA . I oEXISTING FIRE HYDRANT INT'X STA. 200+29.00, VASHON AVE NE = STA. 103+64.97, NE 2ND PLACE 0 FIRST SUBMITTAL ESM Il 0/15/200 SURVEYED: SCALE VERTICAL NAVD 1988 1 SECOND SUBMITTAL ESM 1/31/200 DESIGNED: 1*=2V HORIZONTAL NAD 1983/1991 2 THIRD SUBMITTAL ESM 0/22/201 mm 3 FOURTH SUBMITTAL ESM 2/06/201 DRAWN: '�C'1 ONE INCH � DATUM 4 MYLARS ESM 2/22/201 CHECKED: AT FULL SCALE IF NOT ONE INCH N 0, REVISION BY DATE AP PR APPROVED: SCALE ACCORDINGLY -�- CITY OF RENTON Planning/Building/Public Works Dept. L UTILITY CROSSING TABLE STA.' 0.50, 8.34 RT. RT. O IE=398.28 SD CR=397.28 WA* STA. 102+50.50, 3.35' LT. O IE=397.95 SD CR=396.13 SS STA. 103+64.40, 15.30' LT. 3 o IE=392.02 SD CR=390.87 SS STA. 103+74.97, 15.36 LT. 4 o IE=391.81 SD CR=390.81 WA* STA. 105+28.97, 5.27 ' LT. O IE=389.34 WA* CR=383.35 SS STA. 105+34.27, 7.49 ' RT. © IE=389.07 WA* CR=388.71 SD STA. 105+34.30, 5.37' LT. O IE=386.91 SD CR=383.28 SS STA. 302+15.26, 5.00' LT. o IE=398.91 WA CR=386.80 SD STA. 302+14.75, 6.00' RT. g IE=387.35 SD CR=383.90 SS STA. 300+45.22, 5.00' LT. 1 p IE=394.41 SD CR=393.37 WA STA. 300+45.22, 6.00' RT. 11 o IE=394.83 SD CR=386.96 SS STA. 300+35.00, 6.00' RT. 1 IE=395.49 WA CR=387.15 SS STA. 202+59.98, 6.56' LT. 13 0 IE=397.79 SD CR=394.74 SS STA. 202+64.79, 4.52' RT. 14 IE=397.66 SD CR=396.61 WA STA. 201 +91.92, 0.89' LT. 15 o IE=399.16 WA CR=395.35 SS STA. 201 +96.82, 26.91' LT. 16 IE=398.69 SD CR=396.38 SS STA. 201 +90.22, 23.33' LT. 1 IE=398.41 SD CR=397.41 WA STA. 201 +56.87, 0.57' LT. 18 o IE=397.86 SD CR=394.29 SS STA. 201 +56.94, 10.00' RT. 1 g o IE=398.08 SD CR=397.00 WA STA +74.97, 4__ pTIE=392.65 WA* CR=389.96 SS FIELD ADJUST/DEFLECT WA = WATER LINE IF NECCESSARY SD = STORM DRAIN IE - INVERT ELEVATION SS = SANITARY SEWER CR = CROWN NOTE: VERIFY EXISTING WATER MAIN ELEVATIONS AND DEFLECT VERTICALLY AS NEEDED TO AVOID CONFLICT WITH GRAVITY UTILITY LINES. R-345008 GLADCO DEVELOPMENT, L.L.C. ROSEWOOD HIGHLANDS DATE: PAGE: DRAWING NO: COMPOSITE UTILITY PLAN UT-01 SHEET: OF '.31 - r REVISIONS NO, DESCRIPTION DATE BY 0 FIRST SUBMITTAL 10/15/2007 ESM 1 SECOND SUBMITTAL 01/31/2008 ESM 2 THIRD SUBMITTAL 10/22/2010 ESM 3 FOURTH SUBMITTAL 12/06/2010 ESM 4 MYLARS 12/22/2010 ESM z O U ; Q U J Z z Z = g W a- O = J 0 \W W oR 02 00 O U IL) ° w Q J (� O z O Ir LL. U CIN� PV co 8 W 'm ® o_ z 33 z w r, m g 0 ID .. z cnNQ -o _ 4) 3 m� o `o m i 0 3: V v� Z m_ _ •' (a.- no o0 J O ao '3 m v Ca LL E a O a c e 3 0 2% W V WL h cs34 S �Ul JOB NO.: 1352-001-006 DWG. NAME: UT-01 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE PRINT: OF UT-01 8 OF 31 SHEETS c 0 cr 171 1 �w r O