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Home My WebLink AboutS-29730Fra V) a cn D o tal Q: 95+511IUM AW mi- ce 59 EX ca 95+25 54, 17.25 RT TO BE LOWERED 'T OVER V? fX 12 BELOW PA "ENT GRADE AND CAPPED EX :DI TCH EX a G ou- T ir T 94 f f 95 RIA4 43 96 WA WA - --WA - EX C8 12" IF 426-51 (At, S) (MA TCH EXISTING) BELOW PA WMEN T 4 �-UG TO BE L 0 NERED 6 IE •#ag S it (IN) 4=89 GRADE AND CAPPED EX. C8 EX 72" CONIC SO BELOW PAVEMENT (45 60 PVC SIDE SENER 12" 1E 422.16 (S) 0 2. 01M MIN. ASPHAL 7' RAMP LF-1 z .-01 5+23.54, 18.00" RT X. STREET LIGHT BEGIN CURB, GUTTER, LANDSCAPE STRIP AND TO BE RELOCA (B Y DINERS SIDEWALK 0 8 1E 42 1. 10 ... ... ...... V) .......... ............. ......... ................ .......... ......... ....... ..... . .. ....... ..... ........ ... . . ... ... .. . ........ ...... ............................ ........ . . .... .... . .. .............. ............ ......... .......... ........ ................. .......... .......... ... ............................... ............ ...... .. . . . ............ ........ ......................... to IE 4V.00 8" IE 421.15 all IE fes. 9"0 421-03 EA7S17NG QLO D ELEVA 77ON W PROPOSED TOP OF CURB cr 'K JERICHO A VENUE NE r° 3 t Oti NV IRK O z 95+511IUM AW mi- ce 59 EX ca 95+25 54, 17.25 RT TO BE LOWERED 'T OVER V? fX 12 BELOW PA "ENT GRADE AND CAPPED EX :DI TCH EX a G ou- T ir T 94 f f 95 RIA4 43 96 WA WA - --WA - EX C8 12" IF 426-51 (At, S) (MA TCH EXISTING) BELOW PA WMEN T 4 �-UG TO BE L 0 NERED 6 IE •#ag S it (IN) 4=89 GRADE AND CAPPED EX. C8 EX 72" CONIC SO BELOW PAVEMENT TO REMAIN 60 PVC SIDE SENER 12" 1E 422.16 (S) 0 2. 01M MIN. ASPHAL 7' RAMP LF-1 70 EX PA WMDVT 6 1E 426. 00 5+23.54, 18.00" RT X. STREET LIGHT BEGIN CURB, GUTTER, LANDSCAPE STRIP AND TO BE RELOCA (B Y DINERS SIDEWALK (MATCH EX7S RNG) • PORTIONS SEC. 15, TWP. 23 N., RGE. 5 E, W.M. ASPHALT REPLACE AS NECESSARY— Al OWERLA Y FROM CE)VIERLAW EAST 70 NEW FLOKM I POND PER OrY OF RENION RE9ARE1f0VTS (rW) 10' AW SpAff SEE SECIM X- EX 121 CONC. 5V BEl"WIN PROPOSED 70 BE ABAA0OhfED N NOTE MDNCE4AR ACCESS 7V ADJ1C04T ARQpERTY OWVfRS SHALL BE MANTA09D AT ALL YWS, ANY 010SIURSED ASPHALT 00? GPM YU NV THE fXS11W DR!"AYS SHALL I REPLACED iW )OW. . 19 EX IWAX90Y SEDER AND EX WA 7ER PLACE AFTER 0STALLA770N EX. PP TO BE REMOVED OF ON$F7E ST01W. (TVP) 70 BE RELOCANDI I SU NOW-% DOS 9fEr EX PP AND CUY T 99+91.52. 9L21? WRT EX AVAJILBOX (BY OTHERS) TO BE I Ex PP 14 70 BE JM.0CrA TED (BY 0"4ERS) INT 00+00.00 JE'ANCF#O AVE I .000 97+49.68L A00 RT -,,ZW.00 NE 3RD STREFt x X �_J( WALL.1 -N X SFGIV E - _XM T- 4G - - - - - - - - - - - - G -97 - - - - - - - --- - 101 OIL WA . .. . . . . I I-W Mow - J 1 L CA 4 OCOEE ------ 4 E X C8 gAvocaqw" i:_-X. f7RE HYDRANT N T W _j EX. WA TER 0. f 'F RELOCA TED OYAPPED FV 6 :-:4 rM if� ail& A 7-0 REMAIN (tW). (SEE" WA TER PLAN SET) BE rAU �V" *AW 0 S 412 EX INSTALL CURB RAMP 0 6/2 PER VflY Of NOrMl STD OF RENTON STD I MCO 14A 70 BE WD PER EY _T i - T I - :DETAt F-I= (I IV SIDES) 98+ A 62F. 100' PIT DETAIL F-a3l (907H SIDES) IN T' _�o 0 RELD&707 O "Xt G EX. - � , ri(l �_f_ EX. PP TO BE RELOCA 7 (BY OTHERS) EX. r.PA W1 IN T`I�07-X52.50 "J AVE ME .1 1 DRI W WA YS 56 EX. l -10+36OU _AtI Ooup'r 0 BE ITEMO IN TO BE LOWERED SEE LET Q8 .37 (W SHEET 1-0� BELOW W PA VEMEN T SHEET 101 GRADE AND CAPPED 4C) -8 4 12' WIDE GRA liOn ACCESS _T :44 7 ROAD PER DETAIL, SHEET 19 Z W "AND-C" 70 BE FILLED 101+4221, RT C CURB CUT FOR GRAVEL ACCESS ROAD 19 101+49-65L 876 RT 11+49.69, 1800' RT 00 CURR GUTTER, -LANDSCAPE STRIP AND VVIEWALK G T . . . . . . Y02 A ... . . . . . . A n- T �ASPHAL RAMP 70 IX PA WME NT - EX AIR VAC A SSEMBL Y TO BE RELOCA TED A WAY FROM GRA VEL ACCESS ROAD EX. PIP W/ GUY TO REMAIN YNSTALL BOLLARDS PER C1 TY OF RENT ON STD. TAIL H019 SCALE: 1"= 40 0 20 40 so NOTE.• CAP ABANDONED WATER MAIN �� OR7H OF SSWH 19 AN D SOUTH OF -- - --------- .................... -__- ..._.-- ..------------ ---- -• - -- - -------------------------------- . ........ --- - ----- ----------- • . . .......... ....... Z SSNH 18. REMOME ABANDONED MAIN FETWEEN TW MANHOLES oa aw Z � 'TOP OF CURB PROFILE 'K tn 7E.- SEE SEPARATE WATER PLAN o + FOR WA TER PLAN AND PROFILE.-.1 X 770N. . ...... ..................... . .. . . ............. ------- ---------- ........ . ..... ..... . .................... . ............ ........ ................. ................. . I ........ n .............. - ..... ...... ............. .... ...... .................... ...... ...... ........................ . . ........... ...................... ....... ....... ......... ....... ............... ... . ................. ... ........... ...... ............ . ... .......................... . ......................... ---- ------- ........... . .......................... . ............ ..... .. . ................... ................. ! :kl .. . .................. . .. ........ -A ................. . ......... a ca 'K '*i Q EX. GROUND AT ALL CATCH BASINS SHALL BE v Lz4j CEN7ERLINE (7W TYPE UNLESS 07HERWSE NOTED. + + ZE: ALL STORM DRAINAGE PIPE V TER/AL SHALL BE PER RPE A .............. ................ w- ........... ...................................... ............ .............. . ............... - ........................ ........................ ................................. ............. ......... ... ................ ...................... . ................. . . ................................... .......... QZ .. . ......... ................. . ..... ...... ................. ............................ ...... ................ ........................ - .......... - ------- - ------- - ---- - --------- 440 ................. .......... .. . .... . ........ .. .......................................... . ... ..... . .......... .............................. ....................... .................. ........ ................... ................... ................ .......................... ......... .......... ................................. . ................. Q 440 T04 BASIN SREaRCA 770NS ON SHEET 20. + 2 ,"1N. PRQPO.SED TOP OF CURB ALL PROPOSED SANITARY NOTE. a SEWER MANHOLES SHALL BE 4810 UNLESS 07HERWSE INDICATED. ............. .............. .... ..... .................... ............. .......... ...................... .................... .............. ...... . ............... ............... . ....... . ............ .... ............................... ................................... . .................... ............. ....... ............. w ... J N ............ ....... . . . . . . . . . . . . . . . ............... ..................... ........... .............................. .............................................. ................. . .............................. . ....................................................... .. .............................. .............. ......................... .............................. ........ . ................................................. ............................................. T EXISTING 72" CONIC. SID: Ex TO BE ABANDONED IN In NOTE. CATCH BASINS HAVE BEEN CE NORTH OF C8 59 p,OZ .9ZED TO MEET CURRENT CITY AND M$ SEE NOTESy THIS SHUT a a See 19 OT KNOCKOUT REQUIREMENTS (Typ) P EX. 3" A VAC USING ADS N- 12 PIPE. 6 n RELEASE VALVE 70P -46#R.0+- I (MA TCH E)OS 7)NG) w ........................................ ................ ......................... ...................... .... .............................. ........ ..................................... ...... ......... . . ..... ................................... .................. 4;K.. 8 - IE 444: 98 (OU T) &U 75 . . ......... ......................... - ; ...p ........ ................................. .............................. 430 .................................. . ............ ........ .......................................... . ........... ......................................... ................................................. . .................. ............. ..... ............................ .............. 'n ON 4430 72" u EX GROUND NO 7E7- CATCH BASINS ARE 0.10' N AT CEN 7UNE TER DEPRESSED IN FLOKINE AS 65% (Typ) SO Ex 12 N REQUIRED BY THE CITY OF RENTON. u 12" CO C: EX CB: II i ............ TOP •-44%7� 12 CONIC 72 4,30.54 (5) 437.0 RIM 43J 78 &WH 18 JI ®3.0990 TO BE LOWERED (MATCH EXISTING) TO REMA IN u .......................... .......... ............. .......... . .... BELO W PA WMEN T 8* /E 004 AG (IN) 429.46 ............. .. ... . ........... ............. ......... ................. ... ... .... ............ . ....... ................. ... ............. . ...... ....... ........ ......................................... ....................... .............. ................ ............ ........ ... ...... ... .... ... ............. ... .... ........................ .......... .......... ......... Mol AND CAP,11!:'fD 1181 (Ouv'm.'a j;0 C Pic 14A Q 000 TOP 433.41 Ej (MA TCH EXISTING) TOP 442;& 65 EX C8 12 IE -4&14-4& 425 of 8 - AE 425. 30 (OUT) RIM 431.44 ................... .. ........... ........... ............... ......................... .............. ................ ................ ....... .......... ............................... .................................. ........................................ .......................... .......... ...................... ............................. ..................... ... .......... ... ....... .......... ........................ ........... . ................ ................. 0+(k, ........ .................. ...... 420 ......... ...... .. .... ...... .... ...... . .. ...... ... ... ............... .......... ........... .. .......... .. ...... ................. ..... . ........... .... Ex 12", 6. 1. EX ce 12 IF 42-6 5 420 � WA TER MANN: RIA4 43 96 TOP -44&9& 4M f TO BE LOWRED EX C8 12" IF 426-51 (At, S) (MA TCH EXISTING) BELOW PA WMEN T RIM 426.67 TO BE L 0 NERED 6 IE •#ag S it (IN) 4=89 GRADE AND CAPPED 12" 1E 422.20 (N) BELOW PAVEMENT 8 IE 422 70 (OUT) 12" 1E 422.16 (S) GRADE AND CAPPED .12h Ink T0 REMAIN TOP 4"h* 4311Y of (MATCH EX7S RNG) 8 1E 42 1. 10 ... ... ...... ........... . . ...... .......... . .. ... ... ........ .... ............................. .......... ............. ......... ................ .......... ......... ....... ..... . .. ....... ..... ........ ... . . ... ... .. . ........ ...... ............................ ........ . . .... .... . .. .............. ............ ......... .......... ........ ................. .......... .......... ... ............................... ............ ...... .. . . . ............ ........ ......................... to IE 4V.00 8" IE 421.15 all IE fes. 9"0 421-03 EA7S17NG QLO D ELEVA 77ON W PROPOSED TOP OF CURB A T CENTERLINE (Typ) JERICHO A VENUE NE O V- a0 h Oiq� lw (Zi vo go O � 4104 "Z N I 0) N > z .MI .12h Ink of 94+00 room (to IUU+Uu 7012+00 CALE: 40' H OR I Z VERIO STORM DRAINAGE N07ES 1. INSTALL C18 39 OMER EXISTING 121# CONCRETE STORM DRAIN, AS SHOW. USE EXTREME Co4 U 7701V 70 A MD DIS 7URBANCE OF EXISTING 12## WA TER MAIN AND UNDERGROUND 7ELEPHOOVE UNES. 2. PLUG NORTH PIPE INTO C8 59. 3- ABANDON IN PLACE EXISTING 12'p CONCRETE snwM DRAIN NORTH OF C8 59. CASIT10tj 1 L OCA 71ON OF EXIS 7ING U 77LI 71ES SHO W /S 01� APPROXIMA 7E AND MA Y NOT BE A CCURA 7E OR ALL INCLUSIVE. IT IS THE CONTRACTOR RESPONSIBILITY TO FIELD VERIFY L OCA 77C NV OF U77LITIES PRIOR TO PROCEEDING WITH CONS7RUC770N. Checked for Compliance to City Standards] 02002 TRIAD ASSOCIATES1 /1-(3 _Ij Z Mi Z oo� av r UJ o� °� o a� �. a 0o Z CL 1 T ASSOCIATES RLAD IM14 IlSh Ave HE KONWOLWA9803"M 425-821-8448 425JM.3481 tex SW.40_0756ft@ins co Z I X z� 4 4j as 4 4 4 4 > 0 > 0 > > z aao z PRO= MANAGER NXILMM CaVOREY, PLS PROJECT SURVEYOR CLAY A. LOOANS PIE PROJECT ENGINIM PROJECT LANDSCAPE ARCHITECT FM WBVITT& DATE: 11121101 SCALE: H0ffi.: 1-40' VW.: A SBUIL I !o N. 1,00 W A S �# Z�. 4. Aa•l ✓ tp 28919 IST 6101M, EXPIRES 10/22/02 elat 71a STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01=108 3u 6f NO. '6OP 36 SCANNED NOV • 7 2003 k) > 0 > 0 > > z k)