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HomeMy WebLinkAboutSWP2703375.71 M r CV CL L m (fi WAS�J4,xP rI� 12636 �ECISTER�9 �7 �sSIONAL EXPIRES: 1231 FRYAR AVENUE SUMNER, WASHINGTON 98390 T. 253 863.5128 F. 253.863.0946 www.parametrx.com TAX LOT 2924059015 CHAINLINK CONST FENCE SEE DWG C5 FOR LIMITS AND NOTE 5 SEAHAWK SITE L FOR DRIVEWAY 'CONSTRUCTION SEE DET ,I DT5 3 GATE BY OTHERS EN18.1 I I 1 x X X -x_x X! REMOVE & REPLACE g 145' -12 "SS x E 3 PERMANENT FENCE BY OTHERS SEE NOTE 6 x S 3 0� N 198090.95 cfl . I E 1303404.73bi 10-1 -` STA 1 +00 36" NOM DIA HDPE 0 '0--- IE=18.09 (TYP) itN 198066.70 .�-o E 1303401.42 7'x 8' PLUNGE PP\, EX 4„SSFM 8"SD EX 60 „ SD EX 6 SS + J EX 60" IE-18.01 _ REMOVE EX 84" MH, CUT 36"SD + & CUT 60"SD PIPE AS NECESSARY FOR 10'x 28' OUTLET 1 + STRUCTURE CONSTRUCTION STA 0+96 CL OUTLET STRUCTURE vim, SEE DWG DT1 c� STA 1 +01, 5'RT N 198061.64 I t; 1 C �BER�EMOVED E 1303399.73 3 CB TO BY OTHERS G o" c� PIPE MOTE: Or of of UL 031> ��r GONCR�TE PIPC (TOP off Tb FLOW 47. S ) TOP ..LSV = 23.6*2� INV E$ SV = IS.be C60 0) By'----------------- Datel--------- BYI---------------- Date! -------- I 3`'---------------- Date`-------- NEW SSMH 6A- 48" W/OUTSIDE DROP CONN D (N) IE=21.221.31 -BUILT C1N) (S) IE=18.94! 18.7" / -ewt_t CO UT SEE DWG C3 FENCE BY OTHERS I AS-6 I LT_ x j EX 48" M H ss MCI 12" R: 211.72 (our) AS- 60%ur x I tj I 4 EACH, 72.5'-48" DIA STL CAS'N" W/36" NOM DIA HDPE, (OR21) 2 CARRIER PIPE. 3 NORTHERN PIPE AND CASING @ S=0.50%, SOUTHERN PIPE © S=O%. PIPE AND CASING INSTALLED BY JACK AND BORE �I METHOD I I 1 + 1 1 4 EX 84"SS t I t L- + 1 +,! t �; I i R I 1 + N ' 1 + + I + I t I � F; ! W 2„ARV i i i i i -- Z I i � V + I + + t t m I t+ Z F-- LLJ ' W STA 1+ 19.5 2 4' LT 1 EL 27.5 C/) 1 I 1 +3222.5 LT JACK/ TUNNEL/ , BORE LIMITS ii CD,` 4751 I t I+ Q ._ 11%1rc 4 1 Lli I1 < � J 1- .i� •As-gT 1 � ;� � i i i i 1 i► t I � � a# i ,t ,1 n (J A71$ $ t 6 I , t 1 A h 1 •�- $ 1 i + 1 1 $ I ! t 1 r S I 1 � � 11 Q t ! i I i ; i i ' - i I 19 Lj5- 3 STA ;1 +36 ! I 2 BEGIN ; 48"DIA STL CASIN ' t- , t A 1 I + 1 1 i 3 NORTHERN- 3C HDPE PIPE I or S A 1 +19.5 6'RT' ; i ; ; ; - - BOT EL 18.47; L 27.5 N c' N N » - _ 1 - 36 HDPE 'PIPE (S) , REMOVE & REPLACE �, ' '�' y BOT EL 17.95 12 W (DI) t t l+ i I 1 1+ 1 SEE DWG C4 1 EX 84"SS;,PILE I �� i skill $ + t+ I t I I 1 + g ! 1 ! 1 ! t ! ! I PLAN 2 STA 2+08.5 END 48"DIA STL CASING SCALE IN FEET 0 10 20 STA 1 +00 3 4- 36" NOM HDPE LiJ m!E-118.89 2 5' � _ _.i-ib1E_.1_ll�l.1L. 70 �7�4� LIF•� '� IF"t ►,�_ ! � LANE 2►NV E = 17. ?V I +�� I Q O w I I REMOVE EX 84" SSM EX 60"SD I � I I (LowEa) BOT EL 4_6_.� , STREAM GRAVEL (LOWER) � EL. i -. I (> I -MP of STReAM GRAVEL �__CUPPQR-.13Qr_..a1 _.113t..8Q. - mp csr czwe 1 +00 RELOC 12 SS 11 IE=21.38 ( 12"SS TO BE RELOCATED STA 1 +61 .SEE DWG C3 I TOP `OF BERM RELOC 12"W 1 EX 12"W (DI) TO BE RELOCATED SEE DWG C4 I4 / 1- 48" CASING IE=17.49 3 NORTHERN PIPES- 48" CASINGS IE=17.31 I N PROFILE HORIZ: 1 "=10' VERT: 1 "=10' 1 STA REVISION R.N. 1 3 08 2 CASING SIZE CH' .GE R.H. 1 4 08 3 FENCE AND CONCRETE REVISION R.H. 4 O8 No. A RED 3'Of1 I QY � ATE APP 1+50 SURVEYED: DESIGNED: R. HERMES DRAWN: J. BETZVOG CI IECKED: '' nrrrowEP� ../}` __.....__.�..._...._ OF BNSF' 47.5' 160 w 1 i �� 0 150 U NOTE: F0, HORIZONTAL AND Y o VERTICAL; LOCATION IS �JIo dcif ESTIMATED (DO NOT DAMAGE) _ N _ z 40 CL m I I C/� cn SCALE. 1 =1 D' ONE INCH AT RILL SCALE IF NC,' OIiE INCH SCAl E ACCORDINCI Y n VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DA1J I r I I 2+00 FOR UNDERCROSSING OF 84"SS SEE DIET AND A DT3 DTZ TOP of GoMclk. 30 /- SuppoaTs Ise.=Z6.2-% 1 (AS- guts.-T Sur+.V%Y) 1 CITY OF RENTON Err ,uilding/Public Works Dept. GENERAL: 1. THE CONTRACTOR SHALL PROTECT ALL PRIVATE AND PUBLIC UTILITIES FROM DAMAGE WHEN TRENCHING ACROSS OR BESIDE THESE UTILITIES. 2. PIPE TRENCH SHALL BE IN ACCORDANCE WITH SECTIONS A AND B DT5 DT5 3. EXCAVATION ON SEAHAWK SITE (WEST OF BNSF R/W) WILL ENCOUNTER EITHER A SOIL CAP INDICATOR FABRIC OR A 30 MIL MEMBRANE CAP AS SHOWN ON SECTIONS C AND p DT5 DT5 CONTRACTOR SHALL EXPOSE CAP MATERIAL(S), AND C'JT BEFOPE CONTINUING EXCAVATION FOR PIPELINES OR STRUCTURES. 4. FOR STORMWATER DIVERSION THROUGH SITE SEE SPECS, SECT 7-04, AND DWG ,D. CONSTRUCTION FENCE LOCATION IS SUBJECT TO CHANGE DURING CONSTRUCTION AND TC BE : OORDINATED ' WITH FNW AND IT'S CONTRACTORS. 6. PERMANENT FENCE LOCATION TO BE CONSTRUCTED BY FNW AND LOCATION OF PERMANENT FENCE WILL BE LEFT OGEN UNTIL THIS PROJECT IS CONSTRUCTED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FNW'S PERMANENT FENCE CONTRACTORS ON WHEN AND WHERE FINAL FENCE LOCATION IS TO BE, CONSTRUCTED ALONG THE SOUTH AC -.ESS ROAD ADJACENT TO THE RAMP. DM337508 SW 29-24-05 ' As - Bury. - DATE: RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08 RELDBOOK: PAGE: 4- 36" DIA STORM SEWER PLAN DRAWING NO: C1 ShEE : OF:20 r �m O Y N CD oz� o� �� W ,I II �11 31317"I'L