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HomeMy WebLinkAbout71STR2568P4ws 1 r I _ - - } 132 E , - r 130 r ; i S ' r t t r -.w AMOK. ;�L ER Wwj � w _ i��r-S _ - S .___ _ .. ._ _._ -. ..t ..__. .. _ .._� .� _ j� .- _. h } } z s� _ , _ -, � ► f f NY. t2 � i EL 42543 _ _ _ _ - hu [ y,� c � ' 4•• r 4 i r i }i{ } , Fes._ _l __ _ _._ - _-. .i _ 1 _.-_. �_._ _.�. , _._. _.__. _ _ ._ ♦' . -t- i - jj r t� , R.-- --- ..- r ? I.. i -- - a r ? 4 It1 I`- : 0 t N _ _ .. ♦ TTT An, qw . Ill t � , atop 1 too 2.00 3+00 AWL_- - - , \ 1 r V Q .j IL 4m GD 10 f � j Yf t lip : EL' 125.89 ' APPRC)X. LOG. Of W. w'fi7ER -LINE' r N cn m x ' 4-CG 4*60 r-00 26 th STREET S.E. Ft' C,T i � I } J STA 0-13.5 6" CL WATER LINE 3O* c0vEP STA 0*19.5 19' R+ ;OINNECT NEbv' ST LiNL TO E115T. CB J STA, 0+19 5 19' Rt 5TART C-F NEW 8" 5TOR!"1 LINE. INV. EL, 124.43 +% 5TA. O-72 19'Rt. -3/4 WATER METER. EXCAVATE 1kfITH CAi`E STA. I + �1.5 ; 8' Rt. E 24r 5' DRIVE WAY. SAWCUT FROM 5TA. 0+895 To c ; A. 1-E4 z5' Rt. AND REPL ACE. 5TA. I-r3O.5 ro STA. 1+84 23'To 27' Rt. RHODODENDRON5 AND TREES. NGT TO EE D157-URBED 51A ►*3�x7-,, 5TA I+CU 26' Rt. woGGEN FENCE NOT I G BE DISTURBED ST,-�. 0.20 ro STA. 2*45 2i.5' kt. NEW 8` CONC. ST i-iNE 1 k I i t - ST : 'A. i+3;L ro 5TA 2�i9 2.E' R7 POCKERY, NOT TO BE DISTURBED rd STA. 2r47 STA. ?-83 22' Rt REMOVE CURBi, GI:T''ER A5 NEEDED, BETWEEN PC AND PT OF CURES RETURN, TV IN5TALL. NEW CB. REPLACE W17 H TYPE 'A" CURD E r, S-TA. 2-46 Z:_' Rt IN5 TALlL T`l C; C6 1NV. EL I Z 7 C 5TA 2-48 To 57A 2+82 21 r" P- NE -kV 8* CC -NC. ST Ll:>jE LEGEND PROPERTY LINE CENTER LINE WATER LINE t VALVE (W) STORM SEWER LINE (ST) CA'rCH BA51NS (CB) WATER METERS ASPHALT STREET ASPHALT DRIVEWAY TREE5 f BUSHES FENCES DRY WELL 5AW CUT MONUMENT -- i'_- i t 1-14-7/2^ 5TA. 2-47 ro STA 2-5-317"T-� 24 �` R+ SAWCt:T ASP+IA! T STREET AND REPAIR AS P-R TANDARD 9PECIFICA.TiC'N5 'A 5TA. 2+82 22' Rt. 1615 T ALL TYPE PC. CS INV. EL. i25.14 !1 nTP .1 7 �♦ 1 R.. n d- -o i To a i ti - 7 4 c r 5 rn T - - �. rA..I N L •^r c 511' L I N F �b 5TA. 3*93 17• R+ REMOVE CURB GUTTER A5 NEEDED TO, INSTALL CB AND RE LACE WITH TYPE 'A" Cl;K9 i G:,,T T ERC ir, STA. 3.93 17' Rt INSTALL i YFE PC CB INV EL i25.43 5TA. 3•93 I7'Rc ro STA 4+05 17'Lt. A►NC NEW 8' DUCTILE I RON ACRO55- STREET AT 0.259% SLOPE. jg 5TA. 3.93 ro STA 4-05 +7' RT. (Lt. SAWCUT PAVEMENT A5 REQUIRED. SEE SPEC. FOR SAWCLTTING AND FOR STANDARD PIPE TRENCH ';ETA►L.. 56 5TA 4*C5 ,,' L+ CONNECT TO EX►sTIrJ<i DRY WELL.. ;4 STA L*7c2_.• WATER LME -�O COVE F i32 13C 1 2 a- i 12 (6 12` { s EXIST NEW ' - W-t�c�---- -ST -- 5' - -ST -- A C7 A a � r DATE 1 00. 1 REVISION BY MTY OF AUBWN V ASHINGT� STREET iMRtiVT NC?.14 CONTRACT NO. 71.21 ,'8" STORM SEWER LINE ON 26 11 ST. SE. BETWEEN "N" ST. a 28th PLACE SE. DESIMED R.L.H. APPROVED ;"L. R ri SHEET scams 1' " 2O' i DATE R.L.M. _CHECKED }J, R . �_►•� TI-STR -2145 SH-1 p t .f Q STA. 0+19.5 19' Rt CONNECT NEW ST LINE TO EXIST CB. O STA. 0+19.5 19' Rt START OF NEW 8" STORM LINE. INV.E,L. 124.43 ® STA. 0�-72. 19 Rt. /4 WATER METER. EXCAVATE WITH CARE. 3/�' ® STA. I +p1: WAY FROM . STA 0+89.,5 To STA..5*IDR1�5Rt AND REPLACE. © STA. I fi30.5 ro STA. RHODODENDRONS AND TREES, NOT TO BE DISTURBED Q STA. 1+32.5 ro STA..I-t-80 26' Rt. WOODEN FENCE NOT TO BE DISTURBED ® STA. 0+20 ro STA. 2+45 21.5' Rt NEW 8" CONC. ST LINE. wl ( 5TA. I+8Z To 5TA. 2+19 25' Rt ROCKERY, NOT TO BE D15TURBED O STA. 2+47 � STA. 2+83 REMOVE P AND PTBOF CUTTER AS NEEDED BETWEEN CURB. RETURN, TO INSTALL NEW CB. REPLACE WITH TYPE "A" CURB � GUTTER QQ STA. 2-,-48 2.2' Rt I115TALL TYPE I-C CB INV. EL. 125.02 Q STA. 2+48 To STA. 2+82 21.5' Rt. NEW 8 CONC. ST. LINE LEGEND PROPERTY LINE CENTER LINE WATER LINE � VALVE (W) STORM SEWER LINE (ST) CATCH BASINS (CB) WATER METERS ASPHALT STREET ASPHALT DRIVEWAY TREES i BUSHES FENCES DRY WELL SAW CUT MONUMENT i-..-_.-. 1-14-72 EXIST NEW —ST -- 8"— S T Q x x z JC tiP �,` G `\ is ,'• cy 5 9174 i. 2t83 17'ro 24. 5' Rt. SAWCUT FS'S70NALF�' jt T AND REPAIR AS PERvs INSTALL TYPE I-C CB INV. EL. 125.14 rD A.3+92 21.5'Rt. NEW 8"CONC.ATE NO. REVISION 8Y _ t REMOVE CURB � GUTTER AS T I O� AURURN .� NEEDED TO INSTALL CB AND REPLACE WITH TYPE "A" CURB ; GUTTER *�C AUBURN WASHINGTON + INSTALL TYPE I G CD INV. EL. 125.43 5TA. 3 93 17 Rt. STREET IMPROVEMENT N0.141 © STA. 3.93 17' Rt ro STA. 4.05 17 Lt, ARC NEW 8 DUCTILE IRON ACROSS STREET AT 0.259% SLOPE. CONTRACT NO. 71- 21 ® STA. 3 +93 -ro STA. 4 + 0 5 17' Rtj Lt. SAW C U T - - - -- PAVEMENT AS REQUIRED. SEE SPEC. FOR SAWCUTTING 81' STORM SEWER LINE ON 2 6 th ST. AND FOR STANDARD PIPE TRENCH DETAIL. I' ® -STA. 4+05 17' Lt. CONNNECT . TO� EXISTING SE. BE'"N'" ST. & 28th PLACE SE.A DRY WELL, - 5``_1'�"_'" sr�.: E T x .� DESIGNED R.L.H. APPROVE..1f.12.. 21 STA. 2+78 �O" C.I. WATER LINE 30 COVER __-_.________ DRAWN R.L.H. tica,_F_- ---20 - — i r � rl DATE 8-2 .7 , CHECKED 71- STR • a145 SH-1 aS"6 g