The URL can be used to link to this page

Home My WebLink AboutS-315902r W 1 O OL CL � W � U.I O 2 Q o N 0v- c I C I ^^ z a =J � s 3 z� d U m' r � �o C c 0- I 4 4 k � Q a 'l f - Jig z O Ld A PORTION of the NE. 1/4 d the N.E.1 /4, SECTION 5, T"OiNNSI-r- cs N., "i-wiv..= 5' E., WM ....280 ................... OD lo r�- .71 50.0' VC cInn ON mLOO aN o, LOW POINT ELEV = 303.53 cm 7 N .f 4 °n0 4 U) °np .6 °n0 O _N ,M h nee LOW POINT STA = 4 +70.21 MO M 11 )00 M M Soo VC M nr In PVI STA = 0 +37 M n M M ALTERNATE STREET CROSS SECTION SPPAGRJ014 PVI STA = 4 +30 .�a3s r'jT7s. Af T L lTTT M. srlP. {�I1��N tl "r S • PVI ELEV = 312.50 ...................... t - ............................... PVI..J = YET/.._... 302. 95...................................................................................... .............................. ...................... ............................... .. .. ....... ......... ... c .......... ............. � � ............... .............. ............. .......... ..A:D:... =...- 5:29 .... .. .......................... ............................... A.D. = 4.37 o...� PVI STA: 1 +80 _ :+ - to : . K = 42.76 N`C Y = 34.79: + N c VI ELEV 31 1 23 '- P - M + :N XISTING GRADE o o ::M HIGH PT: 0 +53.59: +' o:r7 I 150.00' VC I V) A.D. -2.4 AK 20.662 :WEST PROPTY LINE ELEV: 312.31 v :L�.i :.... 335 .......:.................:......................................:...................:.... .............:................. ..... :.....,. ;.:c,. ...��.. ............... ............... .... ............. ............... > �i ... 31 5.. .. iEXISTING: D 4.40t.' CENTERGINEOGRADE - - - - -- -- -- -- -- Z 1 -- _ - -- _ .89X; 0o i J I STA 4+• 9.6 10.0' RT '`T OM -- -- -- --- -- -- -- ---- - -- -- - - -- ---------------- .... .......:. 3 }a ............................... CATCH BASIN N0. 5,: TYPE 1 .......... rPE..............................:.....................,..........:...................:..................:.................:...................: ...................:........... -- -- -- - -- :................. 3 a a RIM= 303.�lS.7z ice) - -- -- 30... cq O I.E.= 36x-75 (8" D.I.: SE) in - Iq?I CPEP o �'°'." EXIST 8 'HATE R U �I 3 - 3.319+ - - -1 - - _ EL --------- -- - - - ..,,. ............ .............................. .. -- -- __ - ------- _ _.... ............... ............... ..... - - _ -- - - -.. ............. 3x5 : - - -- ` - - - - -- - - - -- ------ - - - - -- - --- - - - - -- = - - - -_- - - - EXIST�B WATER - _ - STA 1+: 00, 12.5' RT:� ' - RIM- 311.1hZ .-mv 0 .......:............., . __........................�_.._ - -:- :" .......... y :....................... ............................... I.E.= MS. 12" CFIEP S .... ............... .. ........ ............... ............. .... 3x0 :.... � ��36" PEP 00.0% STA t +07 'STA 1 +97 �:$m........:....: �................................................................. WETVAULT DEAD:STORAGE 6" STUB IE: 301.17 : 6" STUB IE: 302.32: STA. 250, 5' FIT. (LAMAS) ..... ................... 295 ;STA. 4 +11.35, 5' T. (CAMAS) ............................... ................................. ............................... STA 0 ....... ..... .. ... ....... ... ..... :STA (STD. DET.3#BR28) ............... ............... ............... ............... .. ..... ............... 295 STA 0 +00 (SEINER : 6° STUB 6" STUB RIM= 31:0. , sa ", NEW SAN. SEWER I IH STA 4 +03.33, 10.0' Rfi IE: 301.04 : : iE: 302.45: I.E.= 3fQ4 5 (8 N) 3-5.97 N .... 29a HALL N ?(STD. DET. R37) �.. :S ............. 304. f - .:...................:......... ............................. CATCH BASIN NO. 3 TYPE RIM= 304 Q.5 ................... -54" ................................. STA :2 +93, 12.5' :RT ......................:.... ... ..... ............... ............... ............... ............... ..... ..... ............... .. ..... N ............... ............... .... :...290. ;RIM :I.E.- 300.)$ (NEW ". S) 'w-Z,3 I.E.= 599 0 (12" CPEP., W) - r.t,7 :................ LP BASIN RIMa 307.17 ✓ Z: I.E.= 299 (NEW :I.E.- 299.]W- (EXIS "' E) 244.x6 . 8 ", N)244.Z1� IE:- 29949 (36" CPEF!, E&S W ROUND, SOLID, LOCKING FLOW �{ESTRI CTOIZ w /. 295. LID I.E.= M4.0 (12" CPEP, I.E.=:: 4978 (36" CPEP, S) 3T?I.94 N) a��;� �� z J. STA. 4+12,::72' R CAMAS c > DET SHT: Z a � 2R S. lv 0 J ®dl�fl .... 285 :.... . sTA o+6e (sEwE) . :........................................................:.......................................... ............................... tAH: W:............... .......... z. ..:...285.. . E NEW SAN. WEIR MH PROFILE CAMAS AVE. E w: SHALLOW MAN HO -E TYPE B v: (STD. DIET. #BR37 1 " =2 )' HORIZ RIM= 395.E 1 " =5 VERT I.E.= 308.13 8 ", 30n'08 :DATUM! Ef.L'V ....280 ................... _ 280 M M ............................. ............................... pr< A3 aouRC. 4 +00 3 +00 2 +00 1+00 0 +00 wIN wALl NACRCT 6 -"1 ALw. F. A CNEItAI�. NOTES ALLOY foir -Te STREET LICsHTS su+ltTtR \\ 1. M ATIMk ahMi be M veeereonee .nh tT,• My of Ilw+ten standard Pler^a and 1peeMeetlsns 1 /r• uN LOCR00.1 -� ryutl AXNr / - 1-1 /r' O.D.- tartm ALUM. Pelc at" MALL ALLOY 903 -16 'ABC RICAN r6RsN - 'r-j' seer I IN NAmpomt. 4•M• ptMrO W/COWR AND s.$. SM" •ASE rLAPPIC ALLOY 336 -76 W7rl rMOMft LM 60.7 COVERS A S.S. SCREWS in- or Oat Asm f CONCRETE PAO FNSIILO ORAa AN 1. O fT[Cl AN 11 oars % Mir , NUYS ANC WASItERS TYPICAL CONCRETE PAD DETAILS ADOPTED CITY Or RENYON U" DAIS 5/9, rr -r R/W LINE .yKwALlf CuR,O C Rnmiw tuft MwALR P /w LYNE 111' A"', (;Lt rnvA ONrvrwAr ALTERNATE PLAN VIEW w:�u>QreelerreH te�rorxrs w•.. `STREET L041 CONDIIH IRENCN DEPM 24• TYPICAL STREET LIGHT FOUNDATION LOCATION .,-TAPKPK ALUM. POLE OD lo r�- .71 r rNAWOI[ OII e•,. / OPCMNT W/COVER cInn ON mLOO aN o, Or Orin cm 7 N .f 4 °n0 4 U) °np .6 °n0 O _N ,M h nee n MO M 11 )00 M M M M nr In n M M n M M _ 280 M M ............................. ............................... pr< A3 aouRC. 4 +00 3 +00 2 +00 1+00 0 +00 wIN wALl NACRCT 6 -"1 ALw. F. A CNEItAI�. NOTES ALLOY foir -Te STREET LICsHTS su+ltTtR \\ 1. M ATIMk ahMi be M veeereonee .nh tT,• My of Ilw+ten standard Pler^a and 1peeMeetlsns 1 /r• uN LOCR00.1 -� ryutl AXNr / - 1-1 /r' O.D.- tartm ALUM. Pelc at" MALL ALLOY 903 -16 'ABC RICAN r6RsN - 'r-j' seer I IN NAmpomt. 4•M• ptMrO W/COWR AND s.$. SM" •ASE rLAPPIC ALLOY 336 -76 W7rl rMOMft LM 60.7 COVERS A S.S. SCREWS in- or Oat Asm f CONCRETE PAO FNSIILO ORAa AN 1. O fT[Cl AN 11 oars % Mir , NUYS ANC WASItERS TYPICAL CONCRETE PAD DETAILS ADOPTED CITY Or RENYON U" DAIS 5/9, rr -r R/W LINE .yKwALlf CuR,O C Rnmiw tuft MwALR P /w LYNE 111' A"', (;Lt rnvA ONrvrwAr ALTERNATE PLAN VIEW w:�u>QreelerreH te�rorxrs w•.. `STREET L041 CONDIIH IRENCN DEPM 24• TYPICAL STREET LIGHT FOUNDATION LOCATION .,-TAPKPK ALUM. POLE I °•` °'• "••° , -' WALL ALLOY 6063 -76 YI SATIN CROLIN0 FINISH r�- .71 r rNAWOI[ OII e•,. / OPCMNT W/COVER 'SL' / t S.S. Smws. ORCRIND LUG ANDS POLE LIGHT BASE AND JUNCTION BOX LOCATIONS 't it N 4 Et {F CITY or RENTOM S IIIE[1 lrf II EIRRRAI li•j A AIRRdAN rtAlR1 IRENCII My III r.• • W "g Noy O1 1992 ALTERNATE STREET CROSS SECTION SPPAGRJ014 .�a3s r'jT7s. Af T L lTTT M. srlP. {�I1��N tl "r S • MINIMUM SEPARATIONS: t GRAPHIC SCALE WATER /SEWER: 10 HORIZ. 20 10 20 40 BE 18" VERT. WATER /STORM: 7.5' HORIZ. , IOrIN FM 20 l ft. 12" VERT. J I 1 ,31 P.f, -t ..2 wrl .poop v 4 1 =20 HORIZ 1 " =5' VERT I��LL TYPICAL DESIGN "B- JUNCTION BOX - SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS ." CONCRETE -1111 -1111- !IE BARE COPPER GROUND WIRE 2- (SIZED AS REO'D) LIGHTING SYSTEM WARES TO CONTACTOR 5 /a'xe' COPPER -CIAO GROUND ROD- S J. JAFC ,P'1V Of vAh''Ibr F� N 734 /OrVAL ITT EXPIRES: 3 1 2006 dam FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE TO LUMINAIRE KITS - S.E.C. Of? EOUAL 1�4 GROUND LUG 1/4- MINIMUM m oRAIN HOLE - 2- MIN. GROW TOP OF CONCRETE uNOCI+ POLE UA;E FOUNDATION .E LCV[L WITH -� TOP OF SIDEWALK OR CURB. a' - _ fill - -III] I !- 11111 1 IIIllillll II I ii II II n n n 1 n - GROUND 11 I1 CLAMP II I II II II and IMS* plans. 2. Unlace othar.lso MIN, the Iveatten of faetvres OhOWn art NPMerlr++eIs arK the erect Iveetbn wll be eetetNIMWN by the Engtnw 1, the /lard. 3. lnetell an street 141411+0 materiels Mann an tM plena, eravpt where noted. M me w*s shoo M now and of the lest eTleleM• vv" or ewelny. 4. The aantroctet shell sAMIJ a repot to the Cny V Renton fW mGiOrWO eaore.ai et the aWIW possible Ma. S. M wrk rletl h aneMent wM% Trtllty NM+e, rwvlrwnenn. The aernreetor " eerrtaet on partlant vtlltr "on In 49 hewn safoT'e eemmweln, wrk wee shah eew~e "to wrk wfth the wtlniss thrlw9howt the prvjW. /. The wn~or " be rvapwTellle for any bins" to ~Vq vtMin. TM eanfrvetar •1711 notify the a"Wod wtlltr cel�+Peny end the My InWhedletely WPen domge. 7. The an Ill tor 00 nattfy the City ed Raton 11Md 'Impaction DNhgn (277 -557M tar Impe"Ien pvrpaws, 24 hove hfaro "RWWI#e1h writ. NO wrk ~ N ""TOO Will It hex Hew+ a+emlnad by the En91aw. 5. M een"t shell be PVC SChodule 40 Wnlan meted e111`191 IN. f. M aadvn eewr M+ell M 24 1,chee. 1 u PVC CONDUIT 11 I 11 II II SYSTEM 11 11 CONCRETE r�-E FOUNDATION �+- 3- SO. OR DIA. -a C Ili ill E j�Al( I(i�IDN liY , A I I i I I I 1� I• _f. RECOMMENDED FOR APPROVAL BY: ��f.,�],� DATE: Ii e BY: 02k*9 DATE: BY: DATE:/-/ //9/ 1 BY: DATE: �v 0 - - - - - -- S- BUILT TYPICAL LIGHTING UND[RCRWND SYSTEM ° _ L•,r..` Fi�P ADOPTED SuRVE D`{ CENTCR�11�17E C ITY � P° �M 111 � a rq cm er Rfwrw SVFZJI✓�{�niG VGUST, ZQD/}• DEPARTMENT OF PUBLIC WORKS ut 6Arr see, VV ENGINEER: ROAD, DRAINAGE & SEWER PROMS JAEGER ENGINEERIN43 g si r "GIB L TAILS DEMPS PLAT 9419 South 204th P /oce DESIGK3) JJJ DATE: 3/e/04 FILE NAME: DEMPS -3 Ken t, WA. 98031 DRAWN: JJJ Phone No. (253) 850 -0934 CHECKED:'" T" ' 20 soo« PAGE. NO. REVISION BY APPR. DATE FOX No. (253) 850 -0155 APPROVED: SHEET: 3 OF. 7 IRRaL1w1 � PUMPS Vows SCANNED OCT 08 413 52"7 (,5-. W-..;/`Jo.' 14