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Home My WebLink AboutS-301302O M rD 1 (� N jl S O ` "' C ON R@ @BASS 041 S 4y n /Sk r OF C O(/�1 CAST 1V 1 - :F'�:. - N/3 00 P S n 0,1 LY U £ 1362151 0 ON.B 4ts r 89.. 211 - .L.J Wo 071 E rLEA?, OU'l Lw - W --NORTH EDGE ASPHALT 41 LLI UO�� 1Fad S\ N (n NIL, START TAPER ^_ ` _ f dry.. -� ~i a ru 0 �Q 3 E 7' �z a c v rn •O i CL = a d o N .J 0 d 0o a 0 o w 00 Q 0 w BE m OFFSET= 5.75RT i' ASPHALT - PARKING PAD END TAPER / STA 1 +50.20 ` OFFSET =_14.79RT N 145_ 5.08-- E 1295.68 f - ---- 190 --+� i t i" .bJi3 t�etirE — 1 r 0 10 20 40 / SCALE 1"20' ' 93, GARACE 1E E;:i eTtti �. l yr ;7 / / L Z\ J f S r0j, Sip ii 1 13 {1 rr r 11 .. HAMLIN SHOR T PLAT CALL BEFORE YOU DIG UTILITY AND STREET IMPROVEMENT PLAN 1 800- 424 -5555 NE 114 OF SE 114 OF SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M. FIRE HYDRANT SHALL BE CCREY- TYPE .EQUAL TO IOWA F- 5110 OR COMPRESSION TYPc "Y_4'N AS CLOTY MmAWON; M & H 929 j� --18' To 20' BFiYI0 . BACK OF CURB ANO,MUO117e.SUPER CENTURION 200 WITH 6" MECHANICAL JOINT - OR 12` BEHIND -BACK OF SIDEWALK LEGAL DESCRIPTION INLET WITH wGS• THAT IS ADJACENT TO CURB y� 5-4(4" MAIN VALVE OPENING. TWO 2 -1 r HOSE CONNECTIONS `i LOTS 10 AND 11, BLOCK 6, EARLINGTON ADDITION, ACCORDING NA7TIIONAL STANDARD`.TNREADS 4' COfjNECTION qTY OF SEATTLE THREADS WITT1 A. —'O ADAPTOR, 4- ?SEATTLE THREAD 1115 -PIECE CAST MMII VALVE �C M[B! L{� TYPE DOVER. 0 F/ry 0 S TO THE AT THEREOF ,RECORDED IN VOLUME 14 OF PLATS, PAGE 7, x 5' STORT2; ATTACHED WITH lAr' �TwPUE� STEEL CABLE. EgUAL To aLYMPtc F°UNDRtr ca srAroArm 6 �P sECnaN WITH fij O(/ F A RECORDS OF KING COUNTY, WASHINGON. 1 -1/4' PENTAGON OPERA'IkfG NUT RRE.HY6RANT'TO BE REGIR.AR BAS£ SECTI011 U9NGTN.ID.FIT. V VE NUT EXF90" eccOY MrON R NOTE: WATER LINE WAS NOT VISIBLE PAINTT NN CoN��aN�TO Y YEUDW ORA Y°UU �+ Y� • � RAISEa�PAVOIENT M,�R AS MAX 4' �e Q. FNNO AOArVM 0,40 FOR LOCATING - 5/26/00 - FIRE HYDRANT :EXTENSION TO BE USED IF REQUIRED �STMN50!&TE TWD- WAY.BUIE 1� r h ` CUT IN CONNEC710N: /TA IK M / LEVEL I ' ALL J. BURY CONCRETE BLOCKING STA. - O+O6a3 -E6:�8 --6139 R'L -.G 'e'9p CONCRETE BLOCKING (2) 6" ROMAC FLEX COUPLINGS (2) 6" SPOOLS (1.5LF) 1 5' STORTZ LEVEL ALL GROUND 1) 6" TEE (MJ X FL) �B 1 MIN 3' RADIUS n O (1) 6' GATE VALVE (FL X :JJ) (1) 6'X8" INCREASER (Mi.' i ` CAST RON TEE. WITH 8' FLANGE "SIDE ONmm (1) CONC. THRUST BK. :.. ( / y N 8' GATE VALVE (FL X M,) AWWA C-5W RESILIENT SEAT Tap (FIELD VERIFY LOCAT'C!= AN U DEPTH) ONE MAN ROCK i r DUCTILE IRON PIPE; CLASS 52 CEMENT LIED, LENGTH TO FT TWD 314' IL `. I��•777 STEEL LIE RODS. SEE STD DETAIL FOR TIE RODS ¢''��9 18" x 8" x 4' MININUM i I 6,/ Sp 2 %y. OF UNDER HYDRAN 1/3 CU. YD. WASHED DRAIN ROCK (3' 10.3/8") I RIM =175.? 8 j �0 ": /MC1TY n FfNTO FIRE HYDRANT ASSEMBLY i 8 "OPINE} = t 74.5, 1 C ,eSS, F^1S k� OUNp y M FM )3YDRANT ASSEMY DEM RIM ? 75.1 P OP tyTryr / 1/g //d1F fl4L INV-- 160.1 ' Er�.�, N 01ST /N k � ro- HYDRANT LOCATION IN CUT OR ELL O ADOPTED -,�V w, � Op � ..... CRT Of Room. • ,E. �* w'-:� ar" R 1,441.86 R'L1RLtm 1?Ltm E 1472.60 v t Add:vdw nut eximialm R.(amat Lo fl xl - 0CY UT ��.. I�CD�:i2jff3. cc =1- rAP �'" • �� Mme' v s 8 Ravlesd Al ar Pare a� - DT. �T NAIL IN c E FACE ;ROCKERY A�ONSURFd 2 s Camam taxi at Cnan .a pom odor RTd DT N.,1431 63- 1 - -°� Uti1Ej�TSUA/E @ '� a DAT-e REVISION Y DWG. NAME: BR24 SP PAGE -.8102 4372_1.7 , Y Y ` NOT r- STA* 0 +2y TEj ) E 1450:36 (1) 6' 1GAlE VAL J) iv7 �a z0.3 25 "18,:, i END TAPER s s+ M RE HYD ASSY. f A OO !r,t), RUST BK. . y~ ~- STA. 14.79RU g {y, o ST��yyyyrlr++++. 0 _' T 1 �` OFFSET = 14.7981 . , q �. (�8" CAP (MJ) FpU ^` CONC. THRUST BK. NO WATER SEiv'NCE TAP ,& ` 1.23• NOR' RET�A� S p1Sk 1 ME TO BE IN - _� TlI. C N / } BY HE CITY WATER DEPT.i(TYP.) { { CA o6 0,;&ST (SEE SHEET 6 FOR DETAIL llpN % EXIST3NG N 13,; 00 f2ot OUSE F 17s443 LEA .11 5' 'RT i FC % /P� 1 (SEI'.RIM.7'0 FlNISH'GRAdE) i U,r►1TE�LIJJE ►'tS'b1AtC.:T UNFOU2ri1�17 /0►.� �< r I,a�R2osIDe� gy DA%N6 AME14 OF' { { f cpcErl&Cfj GoN59QucIM0 e0. 0, moeeH 0,5, zoo f; rf , !c =a.RUNCrot: AoD. NOTE: CONTRACTOR'TO CUT, CAP AND ABANDONED EXISTING SEWER AT EXISTING HOUSE ANP AT SEWER MAIN ON SW 4th PL. (CONTRACTOR VERIFY LOCATIONS) , ./- E 1225.74 v O z N 1224.78 ° -- O O E 1246.32 1-- N 5 SSMH, TYPE 2 64*0 ti - S-129, =o W (INSIDE DROP) ti ) } STA. 2+64.80 5' RT EX MH 0 15t4.7aRiM= 45B:4t N 1202.41 J NEW 8" IE ='2� -4 149.96 E 1302.23 J EX 6" IE= 146:56-1 14S .4Z H AS a; BUIllom (CONTRACTOR SHALL FIELD LOCATE � f o EX. 6' VCP & SET THE PROPOSED N 1150.12 00 MANHOLE & IE APPROPRIATELY. CONTACT` E 1490.15 - DRAWING LLd � THE ENGINEER IF CONFLICT ARISES.) cn w w SANITARY SEWER AND WA TER PLAN DATC BENCH MARK SCALE: 7 =20 _..,_...._._._...___._,._.__.. c4 O CITY OF RENTON BENCH MARK /1853, THAT ELEVATION BEING 231.95' z 30' CL OF sal PL. 15' — 1, 0.5' 8' 5.5' ROW CBIffTIT �EWAtx TED IM ro HALF STREET IMPROVEMENT PLAN SCALE: 1 =10 CHE'CKE'D FOR COMPLIANCE i TO /."TTY .111974iVDAP J.S' o DBM CONSULTING ENGINEERS,2001 101f^O"•T- CONTAINED HUM IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGR�T BETWEEN DBM AND THE RECUPENT. THE RECIPIENT IS NOT TO COPY, DUPUCATE, OR DMCIASE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS DFRE5S.Y AUTHORIZED BY SAID AGREEMENT OR BY DBM IN KITING. crenrr..rr, ,, Date Date 31 uL e Date 713f, r CLASS & ASPHALT CONCRETE r ASPHACTTREAIFD eAsE (A78) 301302 B' CRUSHED SURFAaNG BASE. COURSE HALF STREET IMPROVEMENT SECTION NOT TO SCALE CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT TO MATCH FLUSH W/THE PROPOSED PAVEMENT. SEE CEMENT CONCRETE APPROACH SHEET 4 CIVIL ENGINEERING DESIGN, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 0 5 10 20 502 16TH STREET N.E., SUITE 312 SCALF AUBURN, WA 98002 ENGINEERS OFFICE (253) 887 -0924 FAX (253) 887 -0925 L rr - 4- 7 1� S RvGrSTER�05Ja- OA'4L NANO EXPIRES 7 -30 -d( 30' CL OF sal PL. 15' — 1, 0.5' 8' 5.5' ROW CBIffTIT �EWAtx TED IM ro HALF STREET IMPROVEMENT PLAN SCALE: 1 =10 CHE'CKE'D FOR COMPLIANCE i TO /."TTY .111974iVDAP J.S' o DBM CONSULTING ENGINEERS,2001 101f^O"•T- CONTAINED HUM IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGR�T BETWEEN DBM AND THE RECUPENT. THE RECIPIENT IS NOT TO COPY, DUPUCATE, OR DMCIASE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS DFRE5S.Y AUTHORIZED BY SAID AGREEMENT OR BY DBM IN KITING. crenrr..rr, ,, Date Date 31 uL e Date 713f, r CLASS & ASPHALT CONCRETE r ASPHACTTREAIFD eAsE (A78) 301302 B' CRUSHED SURFAaNG BASE. COURSE HALF STREET IMPROVEMENT SECTION NOT TO SCALE CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT TO MATCH FLUSH W/THE PROPOSED PAVEMENT. SEE CEMENT CONCRETE APPROACH SHEET 4 (MCP 1 2 Z SCANNED .?L(' 1 Y 4WL CIVIL ENGINEERING DESIGN, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES D B M 502 16TH STREET N.E., SUITE 312 CONSULTING AUBURN, WA 98002 ENGINEERS OFFICE (253) 887 -0924 FAX (253) 887 -0925 (MCP 1 2 Z SCANNED .?L(' 1 Y 4WL