Loading...
HomeMy WebLinkAboutTED4002164.1LEGEND IIK PROPOSED WET TAP TEE � PROPOSED FIRE HYDRANT PROPOSED POWER POLE E- PROPOSED GUY ANCHOR ■ PROPOSED CATCH BASIN © PROPOSED TYPE II CB X PROPOSED LIGHT X EX. WATER VALVE ® EX. WATER METER -6- EX. FIRE HYDRANT -0- EX. UTILITY POLE EX. GUY ANCHOR EX. SIGN O EX. SSMH OO EX. SDMH EX. CONIFER TREE FOUND PK Li N N 00 M: INSTALL LIGHT POLE PER KING COUNTY SIDS. HANDRAIL • �.I'' �.' , EW HYDRANT ASSY. R = 35.00' Ex. SSMH LOT 11 STA 4+25.70 TO 5+75.70 `- E ' •` ' '' ' 16"x6" EPDXY STEEL TAPPING TEE L = 53.09' V SEE DETAIL SHT 3 ,.. ` LOT 1 W/ RESILIANT SEATED TAPPING C = 48.15' RIM=112.71 t' VALVE (FLxMJ), CONCRETE BLOCKING w = IE=102.71 (N-E-S 12"PVC) G GOVN CB-TR4A TYPE I " INSTALL 30' LIGHT POLE (TYP) - � STA 5+41.88, 17.25' LT 6 DI CLASS 52, LENGTH TO FIT RELOCATE EX. GUY W/ 150 WATT SODIUM VAPOR RIM=109.92 SEE DETAIL SHT 2 POLE & ANCHOR PRIOR o C G� ��FZ » BULBS PER CITY OF RENTON STDS. IE _ -te 9.2-. /oc. 6,-; SURPLUS OLD ASSY TO TO PAVING. COOR INATE o N0 _ 12 61 r 0� �P� R = 1450 69 » IIE = 104.92 CITY. REMOVE VALUE-BBB--ARD WITH PO R CO. pC �1 �� ,�6 - CB-TR5A 54 TYPE II L - 45.95' Ex. SSMH I o - ® TOP SS = 103.42 INSTALL MJ �PCUG IN FOOTVALVE:a �,00 37 45 00 W STA 3+43.91, 17.25 LT RIM =111. 79 R = 14_6-2 i. ' � p = gg 4V5_1 C - 45.95 IM=112.67 IE=102.04 (N-S 12") 20.00 CLEARANCE = 1.50 _ L = 16.06' S ZZgO• $ R = 35.00' _ „ IE=108.47 (24") TRACT A 115.00 - = o -- 16.06' ' ' ' ' ' . . . L = � ' EX. 48 CMP -- --- 114 - o_ - - - _ _ A o REMOVE - - - _ - 49.37' _ - FI UNKNOWN NOT Iri FIELD LOCATED �CATE GUY ST�IJ ( _ FILL EXISTING DITCH A�,\ M TBC " Ex. 1? �L• � .� ' ' '. �. �� .. AND AN�CHO PTO PROVIDE \k C DIRECT RUNOFF TO _ / 111.82 REMOVE �$ -.E ', i-�:-4'z-A� o hQ PROPOSED CURBLINE. Ex. 12"Conc. T �_IN ^n - 10. 1 7EARANCE A ON WALK. NO _ 10 106 1 J.Z.4 ... COORDINA TH� ELE.,COMP 0 e \ SIDEWALK -` - 8(j . :177:�4 - C +5 _ ' ' .. F T.B.M. - K.C.A.S. SOUTH RIM MON. IN CAS ELEV=207.73 REGRADE DITCH SECTION FOR 50 LF ALONG TAPER TO MATCH 24" INLET, SEE DETAIL U0 Found PK & jg LS 5499 STA- 0+�0 m IL NOTES: 1) LOCATIONS OF WATERLINES ALONG TALBOT ROAD PER AS -BUILT OF SPRINGBROOK SPRINGS TRANS- MISSION MAIN, DRAWING W-599 9-2-10 DATED 8/3/81. CONTRACTOR TO VERIFY LOCATION PRIOR TO EXCAVATION. THE WATERLINE(S) MAY REQUIRE RELOCATION TO PROVIDE SUFFICIENT CLEARANCE FROM STORM SYSTEM OR ADEQUATE PIPE COVER. 2) DEVELOPER AND/OR CONTRACTOR MUST COORDINATE WITH THE APPROPRIATE UTILITY COMPANY TO REMOVE OR RELOCATE UTILITY POLES AND GUY POLES AND WIRES. ALL OVERHEAD LINES MUST TALL ENOUGH TO PREVENT WIRES FROM IMPACTING STREET LIGHTS OR BE INSTALLED UNDERGROUND. 3) SEE TALBOT ESTATES KING COUNTY ROAD AND STORM IMPROVEMENT DRAWINGS FOR DESIGN INFORMATION ON SE 194TH CT. AUK KAW AIDAND I f WANEW.-e owns 9( 1/-3-95� z �Z ...... ........... ..:.....:::::::::::::::::::::::.... N ................... w ::na SITE S.. '-200-TH ST. VICINITY MAP 1 " = 500' TEO -t o -2164 95.00 --- - _�� 111. 17 110 - - TAMPER..1..• 20" ».. _ :Oi - WAT R 5+ 00 S 00'05' ASIS OF BEARIN - ............................ ..... .___ .. -- 7" E Ed e f �v - - �-�-- W - Asphalt �, -- W - W ---- W - W - 81 W - ----- 0 -�_ CB-TR5 54" TYPE II z A STA 3+44.32, 1.79 LT o 110 RIM=113.02 l/3.1.5 INSTALL LIGHT IE=108.07- (24) 04 X REMOVE EXISTING TELEPHONE POLE POLE W SERVICE + a ® M REPLACE WITH UNDERGROUND TRENCH. CONTRACTOR 15 LF 24" N-12 ADS COORDINATE WITH UTILITY COMPANY. CABINET. = 0.0267 z 20 LF 24" N-12 ADS N m NOT BUILT STA 3+23.16, 20.3 LT - - " -TYPf-tom I E=109.0- 109.3 -STA-- 5+*2:�-4; 6. &2' --Lfi INSTALL DEBRIS BARRIER *Rt1M=tt@:tom PER DETAIL, SHEET 3 41E - 1j NE 1/4, NE 1/4, SEC. 6, TWN. 22 NB, R. b., W.M. STA 5+49.61 20.5' Lt 0 = 86'54'58" ...... .. ......... :5 SIDEIRtA ..„ Ss ......... _S PC. * CURVE .. o- LK'.::.:.. 9..LF-.12.. N-T2.�.AD '6+ Or � \ S .T. A:2122 .... �..'.'....LT .1 c: 113.43 'veway . ........... 7 LF 12" / ? 4*-'.*.'.'.'.*.-.-.-.'.- N-12 ADS .. .. .......... Sr =-$-21-1-4 --- --- T LOOT OA 7+00 --I 8+00 �\ \ B-TR2A TYPE 0 - 16 3 7 0 Ec9e of _ - STA 6+88.87, 17.25' LT R = 32.69 -� Asphalt RIM=112.1 T = 207_83' 108 o CUT OFF AT IE = 1-07.+ 1G7.3 12.78' 106 EXTEND SIDEWALK AND PVMT EDGE , - 7BLEND TO MATCH a AND ABANDON":) - 104 EX. DRIVEWAY O Ex. 12" Conc. c-i POSSIBLE LOCATION/L� + It CONFLICT. POTHOLE z i � PLUG WITH , - CONCRETE PRIOR TO STORM Ex. MH TR1 II II INSTALLATION. Ex. 48" CMP RIM=112.13 o- Q IE=96.31 (NW) IE=98.68 (NW--48"CMP) � IE-103.43 SE-48 CMP) I IE=103 94 N-24" N-12 ADS) /Ct3.7 SEE SH3 OF ROAD & STORM CB-TR2 54" TYPE II oo SPIN FLAT TOP, INSTALL IMPROVEMENTS BY DOWL ENGRG. STA 6+88.87, 10 LADDER IN �W QUAD Lt ") DATED 9-4-91 FOR BIOFILTRATION RIM=111-.90 /lz. �r� ►� SWALE OUTLET PIPE ") 0 4, 3 I E_-,�4�= 24 + m CB-TR3 54 TYPE II IE _ 19 .&2 �1")2 N TOP SS = 103.6 STA 5•+97.10, 8.22' LT 105.8 CLEARANCE = 1.8' RIM=-1-1-&-50- 110.7 Z Ln + IE = 105:55 24") '� w o 1 E= 4 6 .-55- (12")107 0 Q j 0^ N N I U r� N UJ it U z �wQF� 00 cq it•iv��II- vII 0+ �I0I It :N wN -*N... 0 w z Q Q 0:zo W" X Q I 00 p0°Zoo o oo W � wQF 06 >�rao NLei �;�LO o0 ZUZOR OZJ il Oll > Z�oII �-zoo _�ao >, M J z zo w(Q -J pZVzN+ W wz zI �0)F. w jz CO Z Z pw� . ::Uj=Z . �LOU,�wo.120 .............. > > II O Z Z NcnOZ LJ O_ N (!)V) ZU > > X ;> > > G P4 1-•- i� > > p U (n �' Z Z W � :Z Z Z W_ F .x �;F�(IltfJ(,. -���cc U tn� 2_ Z Z XOO oaz ewmQ PROPOSED GRADE 3+20 GRAPHIC SCALE 20 0 10 20 40 (MFM) 1 inch - 20 tt " CB-TR3 STA 5+96.87, 17.25' LT RIM='}-M- .- &- //0, G I E = +G7.46 1 o 6,.9 BOT - 105 4 4+00 4+25.70 5+00 6+00 CENTERLINE PROFILE, TALBOT ROAD HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' .o DATUM: K.C. A. S. SO. RIM OF MON. IN CASE AT S. 192ND & � �.,�� �� S�P� �• 98TH PL. S. Q 7 1 C ELEV. = 207.73 ;�)W���,����-e'L L / 7+00 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS TALBOT ESTATES PRYDE CORPORATION ROAD & STORM PLAN DESIGNED: CCS DATE: 3-13-92 FILE NAME: 92047 2 Per City of Renton (�2) SSS 8-7-92 DRAWN: PJF 1 Per Crt of Ren ton 1 CC-55-11-92 CHECKED: SCALE: 1 " = 2O' Flew BOOK: PAGE NO. REVISION BY APPR. DATE APPROVED: SHEET: 1 OF: 4 DIRECTOR OF PUBLIC WORKS 13 u 84 1 f CONCEPT ENGINEERING, INC. ® 455 Rainier Boulevard North, Suite 200 ® Issaquah, Washington 98027 _ (206) 392-8055