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HomeMy WebLinkAboutR-371010N L(7 0 O M A PORTION OF THE NW 1/4, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON MONROE AVE NORTH INT'X MONUMENT FOUND TACK & LEAD IN MONUMENT CASE STA. 10+00, NE 7TH STREET 4NEzC__ NEWPORT I I I 30LF.. 12" C-900 OS=1.00% W/SOLID LOCKING LID RIM=385.40 IE=382.37. 12" ..............395 .............. ........... :...... .....:. .... ......... : ........ ....... .... ... .... ...... ........... ........... .......... ....... 395 ... ......... fam.fPEC.efaAl �W'111 1r ry�m.� NO PROilE WN1cYC 1C mT0.83'FL.lN1$1) GRA CEN OF PIPE AT CENTERLINE ............... .........90 390` .... ............ ....... .... ... .. ........ .. ....... ... ..... ...DE ...... .......... .. �.���-"'N-12®5�5A2 ... .... ................. MAINTAIN 24" COVER _- --g�F•. - CB# PE -- ' G33242385EE81 1". .. 385 ................. WILE, 12" C-900 CS=1.00% ..._.........380...._.........._ .............................................. ..i_.. ..... 8 .1 TYPE..7.._ .............._................ ... .....th.......... NE STRE ............_... _.._........... ..... 1 ....................._..._........3ao............... CB W SOLID LOCKING LID GRA 9.30 RIM = 384.37' RIM=385.40 = IE 3$4.67, 12 N W) INV 1z" SW = 382. IE=382.37, 12" IE= 12 386 30 "�E) 14{00 INV 6" E = 382.07' 15+00 16+00 17+0018100 INV 6" N = 3$2.07' CONTRACTOR NOTE EXISTING WATER MAIN TO BE AS -BUILT PRIOR TO CONSTRUCTION TO VERFIY HORIZONTAL SEPERATION TO NEW STORM LINE g A5f au I VV'V'T 7ftwfo1 bA I STA. 17+15.46 15.17' LT. CB 2, TYPE 1 GRATE =359.30 IE=384.67, 12" N,W) IE=386.30, 12"�E) I I 30' I 30' 1 CB (4 - SEE SHEET 4 QV{MP(l4 26� PJ51.IL 4Wk1E.Z 1 — 7+2498 + "T""NR AVENUE NE A%b wA rTeiz wA, E:w N'r' Ool ! N00'09'34"W 299.06' - - I - 70.00' - - — - - - - 65.00' � rDjI 82.0& 82.00' Vi Ln 26' ACCE S ANEASEMENT __---------- 116.4- 44.55' z �'I--'00Rl Ix 9' UTILITY EASEMENT ---- OR ---------- o000 6_ _�______________� .vms5 / rnan IN +� W N O N ` N os z �" I �,c'QQ.� o ti 1;� �J• i�in �o 00 \,0"� c3 n�i 1 m ro,Iry X01 C3 c� mo o ------' m C I 9 ti p�0 5Q• 0 20' 0� c3Q• �' 1• 1EL rn m n I a LN 10 i v ti Q' o i I o I O 6'NNti 106 61 05 N o t o I L O 1`N9h 11 �,T I 70.00'65.00' 82.00' 82.00' O -- — N00'09'34"W 299.00' t 1 FENCE WALL AND HEDGES LD SETBACK LINES PER CITY z HOUSE NUMBER TYP. 3s SEM CODE. STA. 18+04.0 15.17' LT. CB 3, TYPE 1 GRATE=394.12 IE=391.12, 12" I OFFE ENGINEERS �yv L' �F� P�rF �l'Ti'o y SE S�fiURVEY&MAPPING � SCALE 13932 SOUTHEAST 159TH PLACE q�, - mo L OFFE, P.E. RENTON, WASHINGTON 98058 �/2SJ4TE0W ✓'G� D.L OFFS, P.E. PHONE: 425-260-3412 wM cL CONTACT: DARRELL OFFE, P.E. wm 12/19/2013 NO. REVISION BY DATE APPR i �-m�wA we�ianm awa z� m aECTANBuuR AwuBTNPxr secnBN PRECAST BASE SECTION GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet NOTE, EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 R-371010 PIPE ALLOWANCES !IM W1p0Y. rano atl10L aF11S011£91A ft.E1G01O1E1E ,y. •111EINIiE 1S fam.fPEC.efaAl �W'111 1r ry�m.� NO PROilE WN1cYC 1C mT0.83'FL.lN1$1) � SIOaYl.EWER R4einnnc mwrn 1. Aaeusplebk Nbmefvmbtla mbrYaan hfa PRECWBASE BELT". flpa,s Iy6wJ aomMp b fa EW WN Speabib.+ba wecmph tsAq aaiempm s®a/f.l2spwe AVMs psboFYal beawe REASrtuenean N. WW.. v Yanah Ba ALIEbft PRECAST BASESECTIOR. Wes nvN YaA nNMPkaaf htla tnaataub. 2. The laipYaut Oemekrehef tate freaktfun 2P. KmtlmiAsehil hewawlSFivaee ol2•mWmmb2S mmmm. PaNdea l.5" minhmm ®p bNaeen tla gioNauwel aM tla aubka alfa pip. yOI Sa phe kfakNe.®meRepwnkhtmwbrharmaras v/Ah S1agW Spatlpcatlong0/.3. 3. TMmaiM,ondapE,han tlN ONY,etl 9tefabhe beaplpipehwl chill be 4. 4. TlahsreaMgmkmmtbahNeleg REfafNOeawat 5. The F'tuaetBam Sallon meY laleams,tled Sou. atY frrnernmy be sbpw ata Nb al1R4«Neaps. S. TMopetipYWbemeavaetlafnlopa(frpauet Imbmb lm. 7. Ag pkbq take Nal ba pauktlfA alkraa L'aeb lW peen pkmf. S. l'Agre Opseaf ClmdnpaYW McNh moRerhaomgYaaatlt swM 504.3. 9EE NalE1 ALTERNIATNE PRECAST EASE SECTION PUBLIC WORKS CATCH BASIN T"IE-1 SM. PLN - 8W.00 DEPARTMENT MARCH 2008 Q 6CITY OF RR RENTON DATUM Planning/Building/Public Works Dept. /-r3 : i2 37 / 0 10 RECOMMENDED FOR APPROVAL By. Date. j)ti/rel If By, Date- Byi Date- Byl Date - NE 7TH NORTH SHORT PLAT 09/20/2013 KRRV DEVELOPMENT, LLC LAYOUT / UTILITY PLAN & OFF SITE DRAINAGE 3506 NE 7th STREET 2 '11 cam: R� -37/002 so© y z J Nz o n x p J � O NO y � w y