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WTR2703551
AND THRUST BLOCK. CONNECT NEW e4 "PIPE WIF-'ST 24 P/FL� WITH LONG PAr PA/ SOLO SLEET E COUPL/A/G, SEE /DOTES ON SHT 3 FOR r DETAILS. STA 422<2>j,43 GT * \O P--NTON PLACE /NSTALL COA/A16C7'10A/ r4" (SEE L TA/L SHT 2) g � i OR/l�El9/'4K gSPH W 0 T 23 A/ R. 5 E. W.M. APP/PDX EDGE STA 432 f BB; 47'/ L OF A9PH PARK/NG 24"CAP AND �FVTUREJ ' , J w� TvRC/ST BLOCK /NSTALL IlW N �ll "J R; . �j v V1 RN 7NREE RENTON /�L gCE COAMII T AIEW C4"P/PE W%� EXST 2i"M✓ PIPE. SEE OTES` (L/NOER CONST� oN SHEET s FOT DO 7A/Ls ` z �� 0 �.� v c Qt� ��•, V� 9TA 432+ t , 47 GT- N y 1 tr 5 Q H u /NSTALL CONNECTION EEB ' ZG01� ��` SOETAIL SHEET 2 i �W �WU� NN:y�n n�W�j�� a W ,� 5TA 424r22. 5, 43GT o 2 W n wvN9Qu 24"x6"7EERJXFL(RESTRA/NEO Qh le v0`�O Ne� �onryNa� 1 ✓O/N75ON 24"ONLY), 6'6.V W?� X ]fit Q ` Q 0 FLxMJ,T/E' MODS, 6"x/2'(A4AX) W� f` SPOOL,FHTOCITYOFRENTON 3TANOARDS. I f� N V 0 ARY J I�ELOC 9TE0 APPROX EDGE OF A5 Ay S/OEW4LK �- PARK/NG(BY OTHERSJ I� R'6HtOF 2 a3 / I AS BUILT �-�-'nlf SR 515 MP 6.77 TO MP 7.22 PUGET DRIVE TO GRADY WAY KING COUNTY WASHINGTON STATE HIGHWAY COMMISSION DEPARTMENT OF HIGHWAYS OLYMPIA. WASHINGTON SCALE: HORIZ. I INCH=— FEET VERT.I INCH = — FEET STATION 4/G tZS C.7TO STATION 93i:.i:f. hSCONSTRUCTED LENGTH 6.'►d" MILE CONTRACT NO. F.A. NO. CONTRACTOR W—l-,ST COA.:i CIIA' SY-11X CTMN C•i>. i4'C. WORK BEGUN HARC/I .:C' 1973 WORK COMPLETED G6C. :L7 19 7-1 RESIDENT ENGINEER rc,,Iw Al W19 tW-S DISTRICT ENGINEER Wes C. dC•F.ybcT AP o`_ 19 1 1 DIRECTOR OF HIGHWAYS SHEET NO. I SEE SHEET No 5 3.4 I N D X TITLE INDEX SHEET VICINITY MAP SUMMARY OF QUANTITIES ROADWAY SECTIONS AND DETAILS INDEX SHEET NO. wcciow wo. rtwr[ r—. uo r--a wo. 8 WASN. (CONTINUED) TITLE 5,6 ALIGNMENT ' 7 8 ROADWAY PROFILES 9.10 STRUCTURE NOTES II 12 DRAINAGE PLANS I -A ld DRAINAGE PROFILES 1516 CHANNELIZATION PLANS _ 1718 ILLUMINATION 81 SIGNING PLANS 19 LIGHTING DETAILS 20 SIGN SPECIFICATIONS _ 21 — SETTLEMENT INDICATING DEVICE TYPE A 22 SPECIAL CONCRETE HEADER SR 515 MP 6.77 Tf) MP 7.22 PUGET DRIVE TO GRAD" WA f KIN(, LUUNTT INDEX i PROJECT LIMITS: STA.410+ 23.67 to STA. 433 + 99.B3 S.R.515, PUGET DRIVE TO GRADY WAY. SUMMARY OF QUANTITIES Maio.. wo. r(.n I[O. �w 1'ROliR Mo. ` e *AS" NOTE: For special features see spacial provisions. —1..� — Xe — I �• r, r=1 u n I ABOVE 51DEWALK SEE 5PECIAL PROVI5ION15 FOR ROCK SIZE GRADATION- CON ST R U CTION I i 4D 30. 0 A A� Ir 6. 0 CEMENT CONCRETE CURB 6-_' GUTTER - e 0A2 /FL e o.OZ'/FT GRAVEL BASE CL.B 0.55MIN.COMP DEPTH STEEL IZ'DIA. PIPE. (SEESTRUCT.NOTE ll-Z4)- CRUSHEO.SURFAC11.1G BASE COURSE 0..35' MIN. COMP DEPTH 4 CEM. GONG. SIDEWALK - 4.0 G.O For SIDEWAL JNDING 2.0 'l II I 0.02 yI a. .. ..-...D• o:�. o .•_o :..'..•[C. GRAVEL BASE CL. "B" . COMP. 6` / n1U1t- IO 1:51-- U5tD F"OR CONSTRUCTION STAKING WALL LIMITS SHOWN ARE APPROXIMATE ONLY AND SUBJECTTOCHANGE BYTHE ENGINEER COARSE CONCRETE AGGREGATE GRADING No. S LGRAVEL BACKFILL FOR DRAINS UNDEPLDRAIN PIPE r,wDIA. (SFEE STRLCT NOTE It-RS) L-O. s, 4.0'MIN. LEV• 2c3.0 NORTH SOUND SRSIS STA.418+SO �*i'STEEL'H' LEv. 2g.5 SOUTH 13OUIV p TO 5TA. 4Z I+OO ON RT. PILES ROCK FASCIA WALL DETAIL t- Construction I Voria5 - 30.0' to 37.0' 1 0- Whara exist pvmt. is 0.55' or Lass halo" proflle 1' . Grade 9 Mew Asph, Conc. Pvmt. con be placed as 0 54 an Overfay to 0.17' min. Comp. depth. ;�/ w L /wE w., . 1. 0' - z.c' -I - i - OC.r IA SCIA IS q L .DETAIL T VGries - 30.01 to 37.0' - I 0.0� 4.0 I SIDEWALK oR 1 VOrie5 1 Varies Asp �' COnc Pavement -Cl-V 0.54'- 0, or �� 0.O' to 13.0I0.0 to 13.01 f'' depth 0-15'min. G Crushed Surfocinqq 0oU6' Profila Grode T-P Course - o.30' 1 Asph. Conc. Pavement Com CI.' B' -0.15' min, depth 2 OrO orldPivot Point 2 OrOP• depth 0.30 -35' 51. 0.02 /ft• 01 51. O.o21/ft ' ExIst. Asph. Conc. Pvmt. % Shciuld¢rs and Base • Sl 002 ./ ft-jw- , Voriobla - Sea Chonnali ation DeiaHe Grav¢I base-CI.'8' 0.3g� Gro dal base -Cl.'13" 0.95' Comp. depth O. 35 Comp, dapth ROADWAY SECTION A RIW LINE STA. 410+2.3•Co I To STA.41C. -i-F. -00 5TA- 419+SO.00 To STA.433 5� rq �� h y 41/ ti L 1. NOTE;SEE ROAD APPROACH Scy - - e� SECT 101v(SHEET NO-4) FpG IQ FOR CONSTRUCTION OF <Fr� ROAD APPROACHES G" FROM BACK OF SIDEWALK 5. 6.5 6.0' vAc2. R/W LINE 0.02�FT. .�•,'• CRUSHED SURFACING BASE COURSE 0.15'COMP DEPT1-i • CEMENTCONC -ro"THICK A -A S E C T I O N DRIVEWAY DETAIL T,,oe A Block-fraffc Curb f-- Constructior 02'IFT [E010N MO. 1TwT[ rm. wID MD.[R wp. [N[[T ND. s wwtN. GEOMETRIC DESIGN DATA Desi Speed A.D.TI, - 1968 50 rn.p. A-0-T. - 1990 Ire, 750 D.N.V. - 1990 2,02o DirectionoI GO-40 Trucks 314 4 CEM.CONC SIDEWALK TYPICAL -0.35 COMP DEPTH CRUSHED ' SURFACING BASE COURSE' TYPICAL CEMENT CONC-CURB Y GUTTER 01 1 4.5' As Conc. Pvmt•-CI.W; 0.2 5 Comp. depth Crushed Surfacing Top COUTSa - 0.215' Comp. 25 ' rrofile Grade 0.50� d t. ao tyf . I Grov%l0-501 hoe¢-CI•'B'-// ROADWAY SECTIONh B sta, 5+70 to s{a. 9 + 3S (Ren{on Village Place) (AS SHOWN ON CHANNELIZA T ION PLAN, CONSTRUCT RC]gDVJAY SECTION TO SIDEWALKS FROM STA.�+3S TO STA. S3 -�70 (RENTON V I L LAGE PLACE) Variable �.67 to 22.0� (See Channeli"tion DetaiIS) Asph. Conc. Pvmt. CI.'B" +015 Crown O. IS t m in. Comp. Depth Crushed Surfacing Top Course -_ 0.33' min. Comp. Depth Pavement Surface TRAFFIC ISLAND DETAII ,jpeA Block Traffic. Curb LEGEND 0 C¢menf-conc.curb �Gu14er 0 Plastic Traffic Buttons 0 Type A orC. Block Traffic Curb ROADWA=' 5URFACE 5%a ["BATTER 16 SPECIAL CEMENT CONCRETE CURB ,r` GUTTER DETAIL SEE SPECIAL PROVISION S� SR 515 MP 6.77 TO MP 7.22 PUGET DRIVE TO GRADY WAY KNO couwrr .roNOWAY SECTIONS 4A/D DETq/LS WASwWOTON STATE NIONWAY COYMUMN I I tx' DErA[TNSNT Or WO )WAYS OLYNM. WASNNGTON -11.11 --... 44Co .-..-.. Oac.6, /972 I,1 E;?=d Q 3 } Q 4 J lo- O ' r RIPRAP� - O. 51DEWALK] PLAN EXIST. ,SIDEWALK EDGE (SHOULDER LINE DITCH SECTION A -A 5 E CTI O N STA.=: . 7! 7OIQ RT. (5EE STRUCT. NOTE 11-19) (NO SCA4.F) RIPRAP SLOPE PROTECTION DITCH DETAIL 4 s > 'Vl,• cr+•wf VAR. n,G E� G.O ' ✓wt So s 'VAj. - O.O -LO yAx - //.O ,r° i7.0 VAR - C' C z. F 7A'ni•cE En'nGs'� - I•r:•r ro,x: � I -EA•STi.VF l'A✓EMlNr V/� o. SO' 6rw✓!t a.wvc- ., B. C°M1 .rlriir G. Ea' c-<usNs'O .,.ctFwc.w•c %tY cuuas: c•••IJ .arr :Y . - a•� -' •lsodea.' cw.Y,rErE /:. E «r co.ai o:r'rw RGA.0NAY •SEcr1ow O 7,06, • 1 EX15TIING PAV'T OUZO U� FINISH FACE 4 ROCK FACIA WALL PROPOSED 5UBGRADE I STAGE H TYPICAL ROADWAY EXCAVATION SECTION STA. 417f TO 5TA. 421 ± RT- HAUL TO OVERLOAD SECTION � wcoron no. owls rso. w.o n.wccr no. snare No. s wASR. VILE" Asph. Conc. Pvmt-CI.W See Channel) atlon Sheets o.15�m1n. Comp. depth To SI. IY2 : 1 or anTab le ble Below R/W line match exist Crushed Surfacing s!i✓ s SI.o.IYL�ft 1.0.02 Ft a T0.20' m n Course depth Gravel Bbse - CLUB o. 65'min. Come depth I.o.o2 GLoo2Yf{ -_ See Table below for rah /2 • pavement, type outside r •� R / W- ROAD APPROACH SECTION Note: see Sheet No-3 for Driveway Construction Details From back of Sidewalk To Curb STATION S•R•515 WIDTH LENS OURT/W T P OURR�WE 414 - 16 RT 30' 0' 414 + 4o L.T. Lo' ■o' 428 +66 RT. _o' moo, 4301- pr RT &'A5 50' STA. 4i?3+00 TO 5TA•428+25 RT. � END OF PROJECT BEGINNING OF PROJECT 11 STA. 431,+99.B3 G 5•R. 515, STA-410tP_5.67 _ ZFIL-O. 4 EMB4NKMENT SECTIONSTAGE III RERtOVE OVERLOAD TO 5UBGRADE PROP05ED $TA415• 5TA.417•s:EXIST. SHOU ROADWAY EXCAV. 1 AND HAUL TO EMBANKMENT STA.415+00 TO I SUBGRADE TAGS 11 LDER FRGM STA. 417 TO STq,42 � I ------ Tcr6 STAeE jI 3TA. 417+ 00 L I: v0P :° C�--- ------ ; o f moo i zQi A3O \ I •61- ° r ------ -------- ----- FINISH SHOUL5. R.DER --- ` O o EXIST PAVER;ENT % - V ✓EL BORROW r a===-- a• !P� I �2�i EXIST. PAVEMENT - - _ �- - • o � . ° �� -�\r1G ; �\_ _� OVERLOAD SECTION • STAGE _ �_ �.p -D Ni �..o' ' D:• SH S-% �y�\�J L 9r: i� `` RT. ` e•. °" `PROPOSED p LOA GQ['' \\ STA.423+00 TO STA.428-.�. 5UBGRADE F rp tJ -EXCAVATION SECTION STAG ESI� II, III I STA..; •c TO STA 421■ RT .� EXISTING GROUND 2 5TA G E ,=1 STAGE II TYPICAL EMBANKMENT STA.415+ TO STA. 417+LT. STAGE CONSTRUCTION LOCATION TYPICAL OVERLOAD SECTION ROADWAY-EXC-FROM OVERLOAD DETAI I REMOVAL. 5TA-423t00 TO STA.428+25 RT. STA.41o+z3.G7 TO STA-433-3e-83 STA. 423 +00 TO 5TA. 428 + 25 RT. 5TA . 423 + 00 = 0.0 OVERLOAD - STA. 423+a5 =FULL 5' OVERLOAD STA.4P-0+00 =FULL 51 OVERLOAD 5TA.42.8+25=Q0 OVERLOAD 1 ®5 \:a.i _ r i.✓. -ConStruetion �L`r s- ,sV 11 4. G 6. 01 3 0. 01 3 0- 0' G. o' 40 • FOR SIDEWALK SIDEWALK FOR -Cl ROUNDING ROUNDItJ SR 515 MP 6.77 TO MP 7.22 54 -0.96 002'/FT. 2 .. 0 °0 0. Grovel Ba-se-C_I."g'romp- LGrove_l Bosa ;Cl•.13 - I Asph. Conc. Pavement Cl.°6 Varies 0.0' to 13.6 Vori¢5 O.O to 13.01 0.35' COm P. da +h P - CrushedP Surfacing londPie Grad 2 or03 ondPivot Poin To Course - O. 3 O' P COo 3 depth 20 _.;'?'r -: :.t:•:5 : '11 •.fie • +-'>�a ; r - .�.. ROA DV✓AY SECTION G 0.35 0.54� 0.9 G1-+ G av¢l Bas¢- Cl.°g° 0.55, Comp. depth Y N-4 CEM.CONC- SIOEWALK,TYPICAL -0.3S'COVIP DEFT" CRUSHED SURFACING BASE COURSE,TYPICAL. -C.EI+IENT COLIC. CURB E 6UTTER PUGET DRIVE TO GRADY WAY KM6 coulm RogOWAY SECTIONS AND DEMILS wAS-A"TON STATE "PWWA► COMMM ON DErAIfMQ1T 01 ILO'Iw4I'S Doc. a. 7972 BEGINNING OF PROJECT: Sia.410t23.0-5.R.51 =Stq.10i00-PUGET 02 M.P. - (o. 77 r i I 1-89 74 I a / N 1T / 9898 N 510- Q QG• h \` 0 i 3\ o a N � BURIJETT ST. - u T 23 N. W. 5 E.W M. �� Q 1 STwIE PEO. w.O PMOJECT rJO. SMECT ,JO. I IH I I W I I e wASH. \ x \\ `` \\ A Q I I 1 \ \3 \\ \ ��h�rK._.1 •.: i'}��i +:x I 2 1 I eft L > P \ \\ \ t a O 14 Q � p w s �. Ja` L� I N I • J% \ \ \ \ DpU e+ I 1 I 1 �v I I N \ \`\ \` �� 8+7o I - 30'I 8+7o I O \\ \ EX. R/W LIN� Bc.ofR/W*��_-�-A� I 31.10 aUR NETT {ST. N Nw 11 11 - 420 EXIST. R/W LINE -� Exist Bents 'ppn -- ------ - -\\ \\ \ \9 .n \ _._ _-----to �-� NO2,4015 E -- - ----_--T-_--- - ------------_-_ -- ------_--•------ - -- Oro ' CON57. ID- ."SI O \ =P.C. of R/w � `' \"' \ � ($Iar'SM. ton G-3,3 W LINE '� �� ��� Y \\ Bents °° EX15 - R/_ , 1 40,1 1 - :2,-- -Z7g5''STade Ini rs-.Ct O ( R 9 SmGrod¢ Ini¢rs�cTion0 4els �, y o T \��� \\ `\ \\ \ ,`i .T. 5. I ) N� +� 10+�5•0 / h�\�� 801-Sta.10+00(RENTo1J vR LACE PL.) I� I / ',Pe r \ II �_------- - i--i --- -� Exist- Limitad 1 \ %q Gor. ti¢ to P.G. St0.410+54.98 (190.71' - 580 44'44"E) N O SAS' 33.\ \ `\ ` + t E- \ `\ ` Ex1st. L,, i.d Acc¢SS Found assumad 1/4 Cor. (hub and tack 1 lOOih AVE. S. (not opan� //\ /--------'7 \ C-c. ----------- 'alf MONUMENT CASES AND COVERS JO \o• 5TA T ION ON �. QQ�S ?O.T. STA. 410 3.G I P O.T.STA. 415 + 36.98 ---.fir --- - _ - - - 4' - - "----- - -- - - ------ - _ - -_ 2/W MA.[zKERS I P.O.STA.421 -32.41 T.Z3 N. R.5E.- N.4 srri /Jc r .Ti•. Sf. 96�xh Aia.�w�i __TTUCIs Sf t 1 -,.�-- -JL .f�>l E� 11 � � � , ... Station Lt Rt. -- [psi p ' 5 11 I 1\ Z �______ ! �sr% 3R 515 410r90.0. 45 - ' i1 N 1 _T===_ SR. 515 411 +89.Bo - 61$ plot¢ : 1 Mh11TWORTH 5T 1 1 11 rn \\ (P\ L__-_-____ - r - S.R515 414 t6D.6o 45' - - = 11 II �I \\ �, ro+ II ...r'.J eJ L I Ext3ting culvanS,Storrn and sanitary s¢w�rs, MDRRIS ST 1 11 U A r \�c c (\ -i _ 5A_ 515 415+30.00 %A' - wo+er pips and oppurt¢nonc¢5 Ora shown on LMORRIS ST- S.R- S15 416+78.90 10o2 - Dramas¢ Plans. I N Z I (, MO KRIS 5TS_ 1 1 11 Z I `N\V 0 In R ----� 5.-515 41r.+79. 00 - 59.8' rn 11 ' 11 It M,,P. 7.22 `\O t \ n r F 1 ? 41 I SR 515 nilP 6.77 TO MP 7.22 5. Q- 51S 4t7+55.30 1oa.9 - '+ rn� _ (----_,_ - � 1 1 11 \ OF P O cT \\ -i• o� I MITH ERS S.R_ 515 416 +34. 6D - 59-7' 1 5.2- 515 42o+5a. oo 60.3' I U 1` SMITHERS -T! _s_ \ 1\ Il �' isTA.433+gg.a3 PUGET DRIVE TO GRADY WAY 5.2. 51 5 421 +24. 1 0 - 50' I 11 m N 6EGINN NC OF \I \\ II `\ ^=� ST. It'UNG COUNTY s. 15 to 5T• 9 +oo.o0 3o' - I 1 I PROJECT SR515 `� 1\ II l I 15TA.410 + 2'5-67 = 1 g0 J1 11STA-10+00-PUGET DR- 11 3URNETT 5T. \\ /1 41-IGNMENT PUGET M. to+92-a0 4a' ^'4< II ` ` O11 I k.>O " 1 5R 515 411+31.11 45' 100' 0' 100' 200 _--iROA SR 5t5 412+00.00 _eu� ,�. ..... , ..-.Seale in fe-eA '-- RENTOu VILLAGE PL- 9+39," 30. - OV ERCROS5INC-. ��I}5 R.51 ; � m wAs.mcta+ nATe ,OF HIGt co,uMesJa1+ REIJTONVILLA&EPL 9i S9.4G - 30' - ry Z O �1 WIL_IAf I W y/u, w.,lxwiown O � _ram �' GU2VE DATA ue I g�Nso,_r �, P.[. 5lation 0 R D T L SuPar- + m < ' Nz ` S-R-515 412+96.50 9°I2'20°Rt. 3000.00 24- 2 482.00 0.02 /ft- - - `�'' - �`� �`�� °� I VICINITY MAP PUGET DR- 13+06.82 rw23'37 Rt. h?6.B2 13"25 26" 290.03 13 9.49 0.033'/ft• S.R.�'IS 5TA.41O+23-67 O O ,�Ro_ ? ____ ... Dee- 8,1 TO 5 A- 43'S +99.83 I --- --- �..�. 9YS9 s�I $ a ,22 snsTs T. 23 N . Q . 5 E . W. M . e IwwSN. f \ 1 IN __S_MIT_HE25 ST. \ 1 I LLi '— — — — t_— \\\�3�✓ ��s FC tz 1 I 1 l 1 \ { S I ------� i I DOQA ST- \ I I ' vacated) ,, X W 15 a it K \ I�0.0 �` `\ :\i•. ..._:i:;rC j it 11 \\ O Ir\ I II I ? 1 ` Y q , I i � \ 1 Ils. -.515 — I C�V 5O ojap s�D i I j1 1 425 N I 1 `" i� �i� �\� � \�\ \\ Sf Lion I I� 1 oil EXIST. R/W 1-1 3--1n---� �// I SX\`\ \ — — i� Printing -- ---------------�T - --- / /� \ Co. th ____'1- -- ------ 7n— No` 3URNETT ST. (not open) -------------- 1�' 1 \ O — Sl S ♦ ® II 1 � � _ _ . �I _ \ \\O CCU. PC 'V' I — //'_ ~� N O" 45' 33"E 2/w MAr4V_ERS 5tation Lt at. 5.R-515 425+844 GO. ' S-4-5115 42(e+D4.4 '30.51 — 5.12 515 427+r.3.2 501 — 5.2.515 432. 56.2-5 5co {Jot¢: Existing cvlvcrts, storm and eanitory e¢w¢r5, water pipas and appurtenanc¢5 are ehown on Drainocje PlanS. MONUMENT CAa5E5 AND COVERS STATION GI P.C. STA 4Z7+o3.91 P. STA.451-(oB.17 CURVE DATA P. I. 5tation R T L 5uper 5-R. 515 429t5B.2S 35"3240 700.0 224.37 434.26 0.041/ft. All existing shrubs and/or Tres lying back. of new cons. 5idewaly, approx. 5ta. 427t10,P+. to Sta. 433+50,2f. shall remain in place. All other to be ramuvad. See chanaall3otion Plan,5h¢tt 16, for location of new Conc. s Id¢walk. ioo 0 00 200 5co1¢ o faai S¢c. Gor-, found Brass Cap u i v L 1 I SR 515 MP 6.77 TO MP 7.22 PUGET DRIVE TO GRADY WAY TONG COLWY AL/GNMENT wASYWGiON SSASS HIGMWAS' COMMISSION DEPARMSNr OF MIG-IWAYS •U• � pA % oarMru, wASMwGtoN .... ............... ..... .,,.,,,, Dec. 8, /972 25 20 423 SR 515 MP 6.77 TO MP 7,22 PUGET DRIVE TO GRADY WAY Kmo COON" RORDWRY ICRO),IfEs WASNM TSTAn NiG�WAY COYYKSiOft UP E- M " —AYS 9 4 5"'? ue:n 7 or 22 - - . ,II II . ,1 . .: .1 I * .1 : . . . g! i :1 1 t I . I I Ill. , I II ... I ... .. .. Z "I. a , , r . e . � 4' ".I.. 2I I - 3 I ;i 3 i. ;I 11 M ljel I � � . " 1 - - I I , I � - i I I I ! I. . I . . i ! I ! , , i . I I i I ! i il {II .! I t i . ! I I , 1 1 1 i i i . !, : . I i I � I ;, I I I . . : , 1 1 , . � . I: 1 ! 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Kong • • rT t[� . • iiiiiiiiiiiiii iiiiiiiiiiiiiiiiif�iiiiiiiiiiiii-i�i�i ",•,... .., , • : ,. . . �� !1[Hiiiiiiiiiiiiiil�'R!iii iii�iiiiiwAi�7iiiiii-iiii ���!'�-0 iiii Pam'_-• �-- - ssssss�is�sssssssssssssss-%o-io �____ ■isssssssssssssssos: HNI. �s-i-isssss0==ssssssssssssssMsiiiiiiiiiiiiiii -_ ° ': .. ====----------��-- --i --- ----i--i-------iii---- -m..... ��-i--- - -------- iiAiii----iiii------- 1111111111Msiss�ii s-s-- ==�=== ========"============= ----iiii-iiiDiiiii----iiii s® : i0 =® _':.. s=======sssi=s�sssssssss:������_========== °- . -"---------i--�-- -----w-------------------- io WAM14MIMMIMIMIMEMIMIM --------i-------iiii---iiii iW MMiIM11Miiisi=���==�iiiiiiiiiii�iissiisiiiiiiiiii .z.�� ssssss-s -- - �' • ; 5� =ssssssssii}i-s$i�s■'isiissssssssssii s"o si ===iiiiNMI iiisssssssssss s� - -isss �,WEIOW0-ssssisHs=i ii - . s FE EM-iis-sii- i iisiiiii M MEiEiir�7iiEiiiiiss HBoomMI= =i iiiiiiiiisssNssss� iiiiii �� ssss�sssssssssss■ sMsssssl�ssssss®sssssss s� sssssss==ME== BEENss�Msisss s�s �E�1Mi@� .. ©ii�ii�i�sMIM R T or Treatment 5 Aluminum Sewer Pipe, 0.060 inches Thick, some diameter. 2. Acceptable alternate is Treatment 5 Aluminum Sewer Pipe. 0.060 inches Thick, same diameter. 3. Asbestos Cement, Concrete and Bituminized Fiber Underdrain Pipe Alternates unacceptable. 4. Vitrified Clay, Concrete and Asbestos Cement Drain Pipe Alternates unacceptable. 5 Cap end of 6" Stubout with temporary device capable of being removed at a later date with no damage to pipe. 6 Connect e,:isting 8 inch Drain Pipe to 12 inch Storm Drain. SR 515 MP 6.77 TO MP 7-22 PUGET DRIVE TO GRADY WAY [a+o COUK" STRUCTURE NnTFS WAS: TCHI STATE H�AY C0YM V1 D AIT- M H] MAYS • �v�•a IXYYf1A WASHl.Gif]II ..an nrws o�. ✓. .... _•-.u.. .0 —D" 4'77 ,.. ..........,� � ,... .. � ... ..In!:e• ... .... .1"��:='*:'7a 'ram- ' a.. - - .;.vr,;,�,�....<: STRUCTURE- NOTES • WAS cm DESIGM71Wrefers to the sheet wmber of the contract plans. The semid number refers to the construction feature found an the particular shoot. •Metal • • • 7B. a •A. NOTES:GENERAL Use Type B OR • Coupling Bonds For All Sewer Pipe 12 Inches Or In Diameter. Type Of Be Determined REMARKS n�i7 • !�7®iiiiii■■����■DO���■���■■■■■�riin■�����■■�■iii■■:ii�l:�0�� ■■ ML ■®i■�■®■■�■i■■■■��■■■■■i■■■■■■■■iii■■■■■�i■■■ ■ff li€7 ' • - ©iiiii!=©!= iii!•iiii�liii!!i!!��!!�ll��i�l�!!�! �®� • - ®iiii � ��■© ERT • • • - � �• - !! �� !�■iiiii■i■■■!� iiiiii■■■!� I!!i iial IF� ' iiiiii■ !!■=i■�iiiiiiiii=liii{{{It � iii i iii= ■iiiiiiiiiiAii{•iiiiiiiiiiiii�i==i iiiii!=iiiiiii■iiiii■liii iiiiii■■■!■!ii■ MEN •• .• ®iiiiiiiii==ii��iiiii�ii�iiii �- i MMiM®■= .• ®{iiiiii iiiiii iiiii=iiiiii=iiiiii=i== �®=A �i=i iiiWiii !!■■■iiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iii _-- iiii■iiiDii=iiiiiiiii _•--,---�--'-y=--•---••-i■i ®' ii iiiiiiiiii■i■■■■■■■■■■■■■■�miiiii===INN i■ � i • �il�f�iiiiiiiiii{Diiiiiiiii ii0!!i iiiiiiiii ii �iiiiiiiiii =iiiiiiiii �i0 ii -- _ __-- - ■■i■n■iiiiii ■i =iiiiii---■i■■■ MIN ��■iii iii !i ■iiliiiiiiiiiili■ i iiiiiiiii i IPaw-" L m6z ZIO-Telm®mi Ellin iii=i =iiii=iii ■ i ■ iiii = i � • STORMTING CATCH BASIN & EXIS .-• 1.11111011MEN ■iiiii ■■iiii■ MAN ■ ■ � ■ =i■ii iiii= =iiiiii®t'i -n■■■�i ■� --M1MNM go A;■■■■■iiii �aMEN' ■■■=iiiiiiiii = i®iii0iiliiiii �� ■■E H�■■■MEN ■■ ■■■■MMMMMIN��■■■si■■ Moons IMMEN M"101111111111 ■ MEN ==i==ioiliiLN i�■i=iiii—■=■■■■■■■■ 1. Acceptable alternates are Treatment 5 Steel Sewer Pipe, 0.064 inches Thick, some diameter, or Treatment 5 Aluminum Sewer Pipe, 0.060 inches Thick, same diameter. 2 Acceptable Alternate Is Treatment 5 Aluminum Sewer Pipe, 0060 Inches Thick, Same Diameter. 3. Conc C uIV Pipe Unacceptable. No Treatment Required For Metal Pipe Alternates. -I. Cup End Of. 6 Inch Stubout With Temporary Device Capable Of Being Removed At A Later -ate With No Damage Tu Pipe. Acceptable Alternate Is Treatment 2 Aluminum Culvert Pipe. 0060 Inches Thick,Same Diameter. G- Spacial Concr¢+a header regoirad on each and. San sham• 22 for datalls. (-4.11 'Y J k.' I. Y SR515 MP 6.77 TO MP 7.22 PUGET DRIVE TO GRADY WAY ICING COUNTY STRUCTURE NOTES W AS.INGT()+1 STATE NIGNWAY CDML[SLDM DE IAI tAICM J! N:G IWATS _t OtYMM1A, WASNN4ilMI par. 8,1972 I 17I iil I I pI y l�l r BEGINNING OF PROJECT aR.515 5TA. 410 + 23.67 = I STA. 10 +00-PUGET DRIVE. I 4Z 1 "Il �a J JC�1 LEGEND ExISTING PROPO.SED 0 r. Cl O a L eT i TT T. 23 N. R. 5 E .W. M. I I � d . I Q I r 2• 1O _2 - - a I I 14 . - - --� 5T. (vacate 26 1 = __-_ �i• P./LRB EXIST. BUKD\ `A ------6T --- P5T CA&L[-(APPA\ LOc), EK��T.-NIiLF� TFyLPMON.= C_." J BT ._ m /EXIST. 10 W.S.P. V5ED 1\\ 7\��O •• A5 RESERVOIR DRAIN I \ /— x Ar sue. ry �_ aTv oR ePNrDN 7f�^( A O. i _ IFD.. ...- NO a WASK Le.J 0> all _' ` all 4 'I ° uJ IZI 2 11 u�j l+� o I I+ BURNETT ST. - �� mv+1II�TDw unn.o" Gs co. ks % —Zkk d � S.R. S515 ow o AJ \�------------------------- \\� n� \ I�- _--_--__--100 th_. Ave. S. — (not open) I DESCRIPTION MANHOLE CATCW DRAIN DRAIN PIPE FIRE HYDRANT VALVE WATER METH DITCH 100 O 100 200 Scale in Feet �C"SA_. T4Ry SEWER — -- CORRUr_nTEI MET4L iu St ... f. ■.fe 12-1 v 90 Stt, 0421+32.41(SR.515)• 3B Stn. iJ+00(Ren}nnVil1%q&PldC1) O � I I I� I I I I F02 " { E SR 515 MP 6.77 TO MP 7.22 PUGET DRIVE TO GRADY WAY KWO CGUWT AQA/N.4GE P"/VS WASARSOTON STATE NW4 WAT EOMMISS M WAInMeH O/ wo'TwATS +.. OLrrnA, WA9INGTOH atc.8, 1972 .... 9Ys9 S"m // a 2Z sans a�I MIII o• Nts�dvr � I nYO T N LEGEND EXISTING PROPOSED — o T 23 N. R..5 EW M.low`\\ _ \ \. ------------A DORA ST. (vacated) - E I ICI 1 a i O 1 I - 1 '' / / I i "CO t ,�r ei - / , END OF PROJECT 5.R.515 P.O.T. 5TA. 433 + 99.83 = P.O.G. STA. 18 + 2.7. 35-GRAY WAY X11 Hand Placed � 17 Rip -Rap T� b D WASNINO�oN NATURlaL 6AS Ga. � ` __ --s — ��----s----- lO ` • � BURNETT � ( not open) _ \ ----- ' 6 iB'fARR. AAfL. CITY OF RENTON — �I 1 _ST. -- � DESCRIPTION MANHOLE CATCH BASIN DRAIN PIPE FIRM NVDRANT VALVE WATER MMTMR DITCH 13 � �71 z� Slope I Q ►cmcnt 1 E%I STrNG DRNN FLU-F In I 0 0 RE6MN NO. EE l— — IRO - NO. — NO. S WASN. Q „— z-.. ��.�.E iD� NLY SR515 MP6.77TOMP7.22 PUGET DRIVE TO GRADY WAY Kwa CoaNT► DRla1N-9GE ?G<!NS WAMNGTON STAn MWWAT COMMMIGM 100 O 100 200 WARyBR ai ManvATS Scale in Famt OLTs. WAA01`TDM Dec. 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S. 515 �� E E>-,--T1 t--;, P O 5R. d Y�O E ! - ` \ F 2 2 Sta. 421+ 02 4,e9 x� F~n C`�'•i(T•., �"oO C4j. 0 c Traffic Duttons ao ai c %e RaarsLaft Turn rniton, N Exist cam• .or o S o f tl m �^ �. oc� \ mac G o Conc.Curb4 r- + .� o t a �,.. d¢ Inter L ain t lo lur- c RO.T. S 0.4 25ecti on \rem _ _-------\ P.O.T.Stc.1+ SR• 1 __------------ 32.41 -�� � '- �� �_y,�••••T-�. (RED ou vILL Cor_ tie, top 5tc-410r54.98 - AGE PL� %4 (i96.71` - 580'44'44'E) Found assumed I/q ConChub and tUcK) !001h AV (nc' opan) uoao _ NOTES: OWIDEN PAVING TO EFFECT 5MOOTH TRANSITION WITH TRAFFIC LANE. O2 FEATHER OUT PAVIh4G TO MEET EXISTING PAVEMENT AS REQUIRED. 3` 3 3' 1•S` 9� t5' 9` 15' TYPE No I� TYPE No 2 a C�'—C�'-Cs--�TYPE No I / / / i YPE No Zn SPACING FOR PLASTIC LANE MARKERS TN'PE NJot t- TYPE Noau LANE MARKERS DETAIL. (SEE- 57D. PLATE H-7 4.- SPECIAL PROVISIC3MS) Y too so . Ioo' SCAL-E IN FEEL „ t- %JED PL ONLY Q t� SR 515 MP 6-77 TO MP 7.22 \ - =`-�—' f `"E N }` I PUGET DRIVE TO GRADY WAY Irwo Cowan 0NANNEG/ZfI7'/0/V PC,qNS WASAWGTON STATE H;G AT COMMaSIOM Ml"TM �O Of M.G MAVS OIYMhA- WASMNrTO,a o..K, .. 9459 Dec. 8, J9n SMBi hr w .72 SMHIS f 1: --; I 1 - T. 23 N. R. E-) L W M. - -- 1 1• I l 1 l sub--!'t17010/7 I ! L------� 1 i i1E } j 1 O O N d �r 40 •1, + \)� MGtch ¢zillt Curb Gutter #' 5idewalk. i� � — .. DOQA ST. ^ ( vacated _ s 3 } AL 9,G A tie°C 0 L� g 06, . 515 U 425 r ' - pf -N - -_Plastic �rg�c 6UitonS_-- +---ZL•..os M �- / N -\y ¢ d0 CntT-s Lan¢ Markers— WT 05f«"1 COmZnt Conc. Curb � GU14er + e 6' w l d t Cam. Conc. `Q a Sidewalk- �- + d N d a at V H a f �3 �%K' i rs 45 R ¢movv exist- � Asph- Conc- Curb Q..eturnS J . 2' •.c- \\\\ •. a c� a . s-:;�:�•, is s+ a P.T. Sta•a31+68.17 f '\ Construct Traffic Island .\ to. O 17 { rrc? opan 1 g'L112i-lETT 5T. -- - ------ — ----- .. i ,rT,..o,a f Radius Raturn\` '+ ` .. a 'R '� I • f � Channalijatlon OffsatT f3' Li. . '��� • - Ln i Bagin L¢ft Turn Tror.3ition; too O Koo Zoo 5cold in f¢¢t SR 515 MP 6.77 TO MP 7-22 PUGET DRIVE TO GRADY WAY KING COUNTT CNF)1vNEUZI7101v PLFINS - 9459 WASAWGTONurATFMIGM MIGA ONMISSlON DE�A�TMM OF 'MATS _.., DQC. B, 797P Sl+ITr 16 or 22 --k-i < ` N F_ %JJ;f 1 0. 40' x 0 z A R I JU Z ILSI Lu I z uj r z LLJ w n Lu _j _j 0 < Z 7k + j : I , 3 LL 9 dT w I- 1 0 DEGlfJ)414(;,-0F9_A i ' + V �.OjriCT 0 z 0� PO.T Sta.410+23.67(5-R.51 0 A2 PO.T. Sta. 10+00(PUGET IL \30k 1 M.P G.77 P-WETT ST-710C f-�dT 15 2 10 S.•• 5 15 BU12HETT 5T' 0 0 + CO — . \ -1, %j VL 4 + C_D�louk D % INSTALL MODIFIED _rYPE*8* IZO - Z40 V V SER�.'C.E SEE DETAILS 1,4,! AND B FOR CABINET- AND PEDESTAL /0 DETAIL y4 Cr tie to P.C. 5ta-410,54.9i8 S8e_')*4_4'44 F ;=0tjr,0 OSSLlIr.ad li4 Con (11,o and rack) PAYMF_N_F:ILLIJh�)NATI0N* SYSTEM S-A-5. -COMPLETE, LLMA P SIJ M - z : 7 z LEGEND: *_ .'iw_w�mx _ Z* F. I! f ED 4-00 %v SODIUM VAPOR LUMINAIRE AT 40 FOR MC)L'NTI'NG HEIGHT. STANDARD JUNCTION BOX SEE: J-- 2-0 SPECIAL JUNCTION go,\ SEE DETAIL SR 515 MP 6.77 TO MP 7.22 SERVICE CABINET TO BE INSTALLED. PUGET DRIVE TO GRADY WAY EXISTING POWER POLE c 100 0 100 200 Scale In fcal 1tLvA-71N,9;r101V f'.3161VIAIC PL,91VS WAS"MON RATE IL'aNWAy COALKITSHM D:4"Tft9RW KG MAYS 01 A- 14"_1ASION!1Mw. 0 .0 5 Dec. 8.19 7.?, 4 s'7 Um 17 OF 21 mm's c� C. u, Lse¢ H-I4 END i TWO WAY I LEFT TURu ! LANE vacatcd EXISTING LUR*1AIRE, Ar {` Lx I {,�J ND + --'Pp"1'! y Gt s' ' .i i \;v ` ~ `•�,`-�`, , R3-11 TwEo wnv M o Op Qj ` f , 1 • ti•. . Ft TURN11(11 J•y LANE - / / ` 4 Aaio for S. P- 515 i x ; ! - (6U P a 425 t i t o� ------e-- �---� / ! i--- Pr,nr,w.4 15 w4.1 VL O r +------E_: �I ,� 4-0 N 51 7 M I--G i 2 TO N (Typt1% Li! i s -- ---- \' '.JL - NOTE: ALL LUMINAIRES 611ALL BE OF THE I — _—__—_•— - FIXED BASE TYKE.. CONDUIT SHALL BE P.V. C. 5GHEDULE 40 LUMINAIRE SCHEDULE W2253 UMINAITE CIRCUIT TYPE MA5T DISTFRDMMOUNTING NO. No. ARM PAVFEDGE HEIGHT 1 $ C — 3 c. -- •6 /3 7 c 8 A 9 D c ! 10 A c 12 13 14 15 Ib1-7 R rd A fu 11tP.Ji, f t�,rlltti Sl•ritt p►rolct ccll ALL PLASTIC EXCEPT �A5 NOTED ON -HE ' PLANS AND DETP11-5 j. WIRING SCHEDULE UN No CONDUIT5M WIRE5IZE CIRCUIT No. 1 2" PVC 3 01 SERVICE . t s a — A --- loo o lo0 20o SR 515 MP 6.77 TO MP 7.22 �' w c 2 # 4 —Bj c Scala in fact 3 it 10 PWO-O Ee _ PUGET DRIVE TO GRADY WAY '/?. " P'vC_ E. It a A K we COUNTY 3 it 10 Photo Gell 4 1I%2" PVCI %:8 A z_ 5 I' " wc ,-?_ i9 Bsc /GLUM/NfIT/ON flND S/GN/NG PLIiNS BREAKERI SIZE CONTACTCIRI MAIN GO Amp 30AMP 30AMP _A B C 3o Amp Sf. A.r v 30.AmP -Tr' A.••: WAL,MGTOM SLAW M:GMWAY CONWSS, D;►ARMJ/f Oi M:G -^,s MYA . WA0-im SIWGTOM _• Der. 8, IF <....._.. 94 S9 ml, 78 a 22 --, I r. Q } 0 Q O ileLU (7 w n C� C T . n 0 E N e J o Iij H U- 5 O 1 11) C = � al t 0 " DETAIL A LR CONDULET METER BASE BY CONTRACTOR IMETER BY UTILITY) i PADLOCK 6V UTILITY Jul rr I WELDED ON HINGES Lk--! PADLOCK HASP. I KEYED FOR BEST TYPE I 14° >e 10' x �4' GALV. STEEL ANCHOR PLATE 1 4 SLIPFITTER 4° GALVANIZED -STEEL PIPE 11/4 SERVICE CND. I I 3"x 5" HANDHOLE IF NOT PROVIDED IN BASE. CAST PEDESTAL HANDHOLE PER BASE 10'°MIN. I.D. MANUFACTURERS SPECS ANCHOR BOLTS II II I I I II HUB COUPLING TO MATCH BASE =—TO ILLUMINATION 1v2 SERVICE CONDUIT I'/¢° J� SPARE i V4° THREADED LL, c� - AND CAPPED. STAN DARD BASE AS SHOWN ON STANDARD PLATE J-17 - LU M I NAI RE POLL NUMBERING DETA MODIFIED TYPE B CABINET N N DETAIL B '/Z'DIAMOND STEEL FLOOR PLATE X DIVIDER, 10CA. STEEL WA -NUTS IVIdPrO�¢ ed 110 SET SCREWS ATTACHED 9/y71�z 1 METER READIP PANEL-4'xG' f PROOF &LA55. DOORS TO BE MUTUALLY INTERFERENCE FREE METER SECTION IS TO BE OMITTED ON NON METERED SERVICE. i DOOR TO COVER ENTIRE SERVICE CABINET a'- 0" ' 12Og11 f"C. /TAT[ /d. AID lIIDl6R FO. �T ND. s wwsH. DETAIL C DETAIL FOR OVERHEAD TO UNDERGROUND SEFkVICE CONDUIT INSTALLED ON POWER POLES. I f3 1 POWER UTILITY CO. WILL MAKE 4 SERVICE CONNECTION SECONDARY SERVICE LEADS TO BE G' MINIMUM POWER POLE CONDUIT STANDOFF 61 BRACKET SERVICE CONDUIT RISER — N O T E — R15ER SHALL BE RIGID STEEL SAL-VANIZED CONDUIT TO SERVICE CABINET. _IPFITTER W t L—BURIED CONDUIT `-.219 WALL %UZ) S` BRACKET 9• ALUM. ALLOY,�IOd 4' 6O63-TG M J FOUNDATION DETAIL N NC. LOCKBOLT� -S.S- FOR LIGHTING STANDARDS 4,/2O.D. FLUSH JOINT VIEW AT A -A A �A (4N I" BNC GALV. STL I i ANCHOR BOLTS WITr NUTS f YJASHERS r-or Dal-ils not sA.-n Sao Sfarndryrd P/N,)✓ -/a. D /11+ ID =� A"CHAMBER _ E:- y-�-� CONDL'1T ^�.1 ,>NCH-6- 4 BOLTS SHALL BE ACCUR-T It"TO LUMINAIFtE-BASE IR DIA BOLT QCLE WITH I LGCi,T'D AND 0 SECURED "� GLACE i PRIOR TO PLACIhc j%2"x I�E. x I�B"� IRON FRAME 4 BOLTS. BOLTSI IQ�BE' �-6' .n/ITH HOT DIPPED GALVANIZED, F A 4" HOOK ON t.bTT M — L ANCHOR IN POSITION. LL Q � 1 '-� O'S e 17 BARS Ev_r.,--t SPACE TAPERED ALUMINUM ' �•� 1 POLE .219 ",WALL - SR 515 MP 6.77 TO At1P 7.22 In ALLOY '006 -Tro 7 GA. WIRE In + I PUGET DRIVE TO GRADY WAY REINFORCING RING I I IUNo collnrr / 151 L/Gf1T/ow DET.9/LS HANDHOLE 4 x C OPENING I rrAs rat �� A' COON-MUMWITH COVER AND S.S. SCREW i 8o Er'. naAKOWIM Of NW#WAn �\ GROUND— LUGs• BASE FLANGE ALLOY 60G3 T6 - -. - ' �M ....� 0, RTti^� ��=uwTa . • •••D. ;p WITH BOLT. �"% .......oe .� W SPECIAL JUNCTION BOX DETAIL °D" covERs AND s.s. scREws i SEE. STD- J-aO FOR APPLICABLE SPECIFICATIONS. SEE SPECIAL PROVISIONS FOR I GROUNDING OF POLES. �.� Dec.8,I9T2 J9 Of ?? smuts „f4- XPI; .^ 42 16. LT. 21111 , 241 TYi'L-' 2 L`C. 42'+16-HT: oil$ MI-6 1431+Yf LT. 2?4 7YYf' .1 It-T. 427+52 RT.. It DETECTOR IdMIN. Id MIN. MIN.2d-20FiLL,3'HIGd TO ' PROTECT DETECTOR DETECTOR 1 In Z _o O N w c o J 0. tv m Q J F < W V inW IA Q W W i0 _ 2'COUPLING 2-DIA PVC- SETTLEMENT TUBING ASSEMBLY MABAR INSTRUMENT CO.OR EQUAL 2 CABLE CLAMPS 4 LE MOVABLE WEIGHT 3/32' DIA.STRANDED STAINLESS STEEL CABLE 3'COUPLING1 SEE DETAIL B Z' C OUPLI NG WDIA.PVCCSETTLEMENT irCCL TUBING. MABAR INSTRUMENT DR EQUAL - BORE. 4' DIA. MIN. HOLE 3-COUPLING SEE DETAIL B 2' COUPLI NGI 2 Q I �= I FJ- ~ .4 Z I Z-DUaP.VC.SETTLEMENT o TUBING ASSEMBLY. MABAR n 20 INSTRUMENT CO. OR EQUAL CC 00 0 N Z 2 CABLE CLAMPS m z } 0. 10 LB. WEIGHT < W CAP OR PLUG SEE DETAIL A LOOSE COUPLING CUT HERE FIXED COUPLINI REMOTE READOUT STATION \CABLE. ENOUGH SLACK TO TO SETTLEMENT N0.12-3 CONDUCTOR STRANR DIRECT BURIAL ELECTRIALSEE DETAIL C 3'DIA. 5'-O-LONG.PV.C. W-ASTIC PIPE GROUND SURFA 2- OR 3' DIAL PVC. PLASTIC TUBING ON 25' CENTERS, INSTALL CABLE LOOPS IN TUBING AS SHOWN 2'OIA. r 18'LONG P.V.C..PLASTIC PIPE NO. 12- 3 CONDUCTOR STRANDED P.V.C. INSULATED,CDLOR CODED. DIRECT BURIAL ELECTRICAL CABLE LMUST BE APPROVED BY THE ENGIN 4' TO 6' WIDE -B- SEE TABLE NO. 1 DETAIL C 3' DIA. SETTLEMENT TUBING COUPLING 3' COU PLI NG ALUMINUM POP RIVETS (3 REQUIRED) 2' SETTLEMENT TUBING ASSEMBLY PROCEDURE --- (a) CEMENT 3' COUPLING INSIDE 3'0IA. SETTLEMENT TUBING AS SHOWN (b) DRILL 3 HOLES & INSTALL 3 ALUMINUM POP RIVETS AS SHOWN. POP RIVETS MUST NOT EXTEND BEYOND :HE INSIDE FACE OF THE 3' COUPLING DETAIL- B IF BOTTOM SECTION 15 Ih� Y DIA.P. V C. SETTLE M ENT TUBING -- INSERT 8 CEMENT A TDIA. P.Y.C. PLUG TI IF BOTTOM SECTION IS Z-DIA. PV-C. SETTLEMENT TUBING ASSEMBLY- (a) REMOVE THE FIXED COUPLING BY CUTTING WHERE :NDICATED (b) REMOVE THE LOOSE COUPLING (C) ADO A 2704A.PV.0 PIPE CAP CEMENTED TO THE CUT END OF THE TUBING DETAIL A 3'DIA PVC- PLASTIC CAP WITH LOCKING PIN REMOTE READOUT STATION MIN. 33/4'I.D_HOLLOW STEM AUGER OR MIN. 6-I.D. TEMPORARY CASING ORIGINAL GROUND SOFT OR LOOSE SOIL DENSE [ STRATUM PLAN ELEVATION OR AS DIRECTED BY ENGINEER FIGURE 1 jjjj�11p DRILL ROD PACK WITH RAGS SINAL GROUND—1-�6'ABOVE GROW SOFT OR LOOSE SOIL PEA GRAVEL DENSE I® STRATUM SPECIAL PROVISIONS 1. ALL ITEMS SHALL BE FURNISHED BY THE CONTRACTOR- 2 ALL ITEMS SHALL BE INSTALLED BY THE CONTRACTOR EXCEPT AS NOTED HEREINAFTER UNDER STEP 11. 3. STAINLESS STEEL CABLE AND DIRECT BURIAL ELECTRICAL CABLE SHALL NOT BE PRE-CUT TO LENGTH. LENGTH OF THESE ITEMS SHALL BE DETERMINED AT THE TIME OF INSTALLATION_ TABLE NO. 1 INDI- CATES THE LOCATION AND APPROXIMATE DEPTH OF EACH DETECTOR. THE DEPTH WAS DETERMINED FPOM TEST BORINGS: HOWEVER. LOCAL VARIATIONS MAY NECESSITATE INCREASING OR DEZNEASING THE DEPTH AS DIRECTED BY THE ENGINEER. 4 PAYMENT OF THE UNIT CONTRACT PRICE `PER LINEAR FOOT* FOR "SETTLEMENT INDICATING DEVICE TYPE A" SHALL BE FULL COMPENSATION FOR ALL LABOR, TOOLS, MATERIALS AND EOUIPII.ENT REQUIRED TO COMPLETE TWE WSTALLATION(S) AS HEREIN SPECIFIED. E. MEASUREMENT FOR PAYMENT SHALL BE FROM THE GROUND SURFACE TO 7HE BOTTOM OF THE SETTLEMENT TUBING MEASURED INSIDE THE TUBING BY THE ENGINEER AFTER FLUSHING (STEP NO. B BELOW) HAS BEEN DONE. THE CONTRACTOR SHALL NOT PROCEED WITH STEP N0.9 BELOW,UNTIL MEASUREMENT FOR PAYMENT HAS BEEN MADE. 6. ANY "SETTLEMENT INDICATOR DEVICE TYPE A' OR PARTS THEREOF, WHICH ARE DAMAGED, LOST OR BECOME INOPERATIVE BEFORE, DURING OR AFTER INSTALLATION SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. INSTALLATION PROCEDURE 1. DRILL A VERTICAL HOLE WITH A 3 3/4' I.D. HOLLOW STEM AUGER OR A 6. 1.0_ TEMPORARY CASING. THE AUGER OR TEMP- ORARY CASING MUST PENETRATE 1.0' MINIMUM INTO THE DENSE SOIL STRATUM. UNLESS THE TIP OF THE AUGER OR THE TEMPORARY CASING IS CLOSED WITH A PLUG DARING 71E DRILL- ING PROCESS THE INTERIOR MWST BE FLUSHED WITH WATER UNTIL CLEAN BEFORE INSTALLING TUBING. (SEE FIG_ N(!_ 1) 2. THE SETTLEMENT TUBING S Al.l BE INSTALLED AT THE LOCA- TIDN(S) AND TO THE DEPTH(S) SHOWN IN TABLE NO. 1 OR AS DIRECTED BY THE ENGINEER. THE SEITLEMENT TUBING CON- SISTS OF ALTERNATE LENGTHS Oi 2' P.V.C_ SETTLEMENT TUBING ASSEMBLIES AND 3' P.V.C_ SETTLEMENT TUBING AS MANUFACTURED BY IIABAR INSTRUMENT CO_, RICHIOND BEACH, WASHINGTON OR EQUAL AS APPROVED BY THE ENGINEER. 3 THE TOP SECTION IS ALWAYS A 12' LENGTH OF 2- P_V.C. SETTLEMENT TUBING ASSEMBLY FOLLOWED BY A 12' LENGTH OF 3" P.V.C. SEITLEMEkT TUBING. THE IWO SECTIONS ARE JOINED TOGETHER BY CEMENTING AND RIVETING 111E 3' COUP- LING LOCATED ON THE 2' TUBING ASSEMBLY TO THE INSIDE OF TIE 3" TUBING. SUBSEQUENTLY ALTERNATE 10' LENGTHS OF 2" TUBING ASSEMBLIES AND 3' SETTLEMENT TUBING ARE ADDED AS REQUIRED THE HOLE MUST BE DRILLED DEEP ENOUGH iO ACCOMMODATE FULL LENGTHS OF TUBING. CUTTING OR SHORT- ENING THE TUBING BY TELESCOPING WILL NOT BE PERMITTED EXCEPT TO INSTALL ]NE CAP AS SHOWN IN DETAIL -A'. SEE DETAIL "R' FOR RIVEIING INSTRUCTIONS. A. THE IUSIF:G MAY BE ASSEMBLED SECTION BY SECTION AS 17 IS LOJERED INTO THE GROUND PROVIDED II CAN BE INSTALL- ED WITHOUT SEPARATING. IF SEPARATION OCCURS THE CON- TRACTOR SHALL REMOVE AND REINSTALL THE TUBING AT HIS OWN EXPENSE. THE LASED HOLE SHALL BE IILLED WI IN WATER. ADD SEC- TIONS OF GRILL ROD INSIDE THE TIMING AND FILL TIE TUB- ING WITH WATER. CON]INUE 70 ADD SECTIONS OF TUBING, CRILL ROD AND WATER AS REQUIRED UNTIL THE TUBING CONTACTS THE BOTTOM 0: IHL HOLE. TABLE NO.1 APPROXCMATE SPACING ONLY. EXACT DISTANCE TO BE DETERMINED IN ACCORDANCE WITH PAR.3 OF SPECIAL PROVISIONS i PAR.9 OF THE INSTALLATION PROCEDURE. m Na wrw*a ros..we �T ro. „e- • wwa1L 5. APPLY FIFA SEATING PRESSURE TO THE DRILL ROD. CAUTION: DO NOT PUNCH THE CAP OR PLUG OUT OF THE TUBING, FULLY EXTEND THE TUBING. TOP OF THE TUBING MUST TERMINATE 6' ABOVE THE GROUND SURFACE. TIE THE TOP OF THE TUD146 TO THE DRILL ROD, PLUG THE SPACE BETWEEN THE TUBING ANC `HE DRILL ROD 611H A RAG AND REMOVE THE TEMPORARY 'AS- rN6 OR HOLLOW STEM AUGER. BAC)KFLL WITH 5'C� PEA GRINEL. 6_ SAFELY SECURE SETTLEMENT TUBING 10 PREVENT '_O5S.THERE- OF . T. REMOVE THE RAG AND THE DRILL ROD AND FLUSH THE INSIDE OF THE TUBING UNTIL ALL SAND, SILT, GRAVEL AND CLAY HAS BEEN REMOVED. S. EXCAVATE THE TRENCH SHOWN ON DETAIL 'C' TO A DEPTH OF ,.0'_ THE EXACT LOCATION OF THE TRENCH AND THE REMOTE READOUT STATION SHALL BE AS STAKED BY THE ENGINEER. 9 INSTALL THE REMOTE READOUT STATION AND THE DIRECT BURIAL ELECTRICAL CABLE,(WITHOUT SPLICING). 10. SINCE DIRECT BURIAL ELECTRICAL CABLE. FABRICATED AS SPECIFIED, IS NOT ALWAYS AVAILABLE LOCALLY THE STATE RESERVES THE RIGHT TO ACCEPT OTHER DIRECT BURIAL CABLE WITH COMPENSATING INSTALLATION MODIFICATIONS IF SO RE- QUESTED BY THE CONTRACTOR. APPROVAL WILL BE CONTINGENT UPON COMPATABILITY OF :HE ALTERNATE WITH THE FUNCTION OF THE INSTALLATION. -SPLICING OF THE DIRECT BURIAL CABLE WILL NOT BE PERMITTED. ONLY P.V.C. INSULATED CABLE WILL SE CONSIDERED. 11_ THE STATE INSPECTOR WILL INSTALL AND TEST THE DETECTOR. THE DETECTOR SHALL BE AS MANUFACTURED BY MABAR INSTRU- MENT CO.. RICHOND BEACH, WASHINGTON OR EQUAL. 12 WHEN APPROVED BY THE ENGINEER THE TRENCH SHALL BE BALE - FILLED WITH SAND (100X PASSING NO. 10 SIEVE). THE DE- TECTOR SMALL BE COVERED WITH A MINIMUM 20'X2O'X3' PRO- TECTIVE FILL BEFORE ANY EQUIPMENT (TRUCKS, DOZERS, PULLS ETC.) WILL BE PERMITTED TO OPERATE IN THE AREA, FAILURE OF THE CONTRACTOR TO OBSERVE THIS PROVISION SMALL BE CAUSE FOR HIM TO REPAIR OR REPLACE THE INSTA- LLATION AT HIS EXPENSE IN THE EVENT OF DAMAGE THERETO. Stt 515 MP 6.77 TO MP 7.22 PUGET DRIVE TO GRADY WAY KING COUNTY - -- SETTLEMENT /ND/CAT//VG DEWCIC 741PE q WASAWGTJN STwr Wl AT COMMISSION 0[I•w[rr:M OF N:G RIATS qqqq OLYW�N, WASMYIG r 2y1•.i 1 — o..... �mDer. 8,) r Y. �• ^45' s.acT 27 m 22 s 01 54'CULVERT 3 4 @ 24 z#4 ('gyp. ` 5� 30 4 @� 8' C- j F, T *14 Gc' 12" - I: fo zl4e 12" ES , A G 9'"4(2I _I ji I IIZ I I CLEARANCE L 4" -BOTTOM STEEL'ZI - ` TO STEEL- � PLAN B PLAN APRON 1. 54'GULVERT 3-0 PLAN HEADWALL SECTION A -A HEADWALL tP -3 4' —I I�2• GL.. /CON5TRUCIoN JOINT SECTION B-B J'�-ON SKEW ELEVATION WING WALL 6, - a• 4 p_ e" "2'CL 40FILLET CONSTRUCTION JOINT SECTION C-C WING WALL T *`4 12 14, 9'-2' o WA54 1 STEEL FOR ONE H-_=ADER p�F,NFORCiNG NARK 17s tAW.. LENGTH DESCRIPTION /; ti 4 12 VARIES Z' 4�4o 6'-6 +f g G I IZ 6 VARIES 6'-2.,06-6" Io-O' wlm g O D 3 VARIES T-91pCJ-6 Sir- rtjN E 5 4'-6" fr. Q F ? 'rlRIE59-01010�_ 5 --1 - µ•_,S• H fo 6'-I" t. J QUANTITIES PER HEADER + CONCPETE GLASS A 3.8 C.Y REINFORCING STEEL 32.1 L65. 5TR. Ex. CI_A5s g S Cy. NOTE- .4EADER ON EACH END OF 54PIPE S IDENTICAL_ SPECIAL CONCRETE HEADER FOR: STRUCTURE NOTE i2-E \� SR 515 MP 697 TO MP 7-22 D E LE T E D PER CHANGE O R DFR� PUGET DRIVE TO GRADY WAY KOIG COUNry F1E,JDWJ9LL DETAILS WASiw3 v N sr-. .-G!,—, co—lSON I p7�irM:tlL O: NG "/17S -1 u•rnn.: vscsNar �n Dec. 8, IP72 f- w *c3 a: o. . CITY OF RENTON BENSON ROAD 16" WATER MAIN IMPROVEMENTS PROJECT VICINITY MAP SCALE., 1 "_ % M/LE MARCH, 2011 CONTACT PERSONNEL fiat AGENCY PHONE ABDOUL GAFOUR CITY OF RENTON WATER UTILITIES SUPERVISOR 425-4JO-7210 ANDREW WEYGANDT CITY OF RENTON PROJECT MANAGER 425-430-7208 RAYMOND SLED RENTON WATER MAINTENANCE SHOP SUPERVSOR 425-4JO-7400 OAVID WHITMARSH RENTON TRANSP. MAINTENANCE SHOP SUPERVISOR 425-4JO-7423 KATHY JOHNSON PUGET SOUND ENERGY 425-462-3381 BILL WALKER COMCAST CABLE 25J-288-75JB TIFFANY KUHN OWEST COMMUNICATIONS 25J-J72-5445 c14F�7T /ArnFy TITLE GO 1 COVER SHEET C1 2 PLAN AND PROFILE STA 4+20 TO 8+20 C2 3 PLAN AND PROFILE STA 8+20 TO 12+20 C3 4 PLAN AND PROFILE STA 12+20 TO 16+20 C4 5 PLAN AND PROFILE STA 16+20 TO 20+00 D1 6 CONNECTION DETAILS D2 7 CONNECTION DETAILS P1 8 PAVING PLAN EC1 9 TESC PLAN SHEET C-2 �` •� 1 Y c9�°}� - - - - ---� I ! SHEET C-3 GENERAL NOTES 4- LEGEdQ PROPOSED FIRE HYDRANT 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS = PROPOSED REDUCER AND SPECIFICATIONS OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND -i- PROPOSED VERTICAL CROSS THE 2008 EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS H APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PROPOSED GATE VALVE PROPOSED BLOW -OFF ASSEMBLY PLANS & SPECIFICATIONS. SOME STANDARD DETAIL DRAWINGS MAY HAVE BEEN PROPOSED CAP MODIFIED FOR 7741S CONTRACT. THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED IN THE CONTRACT DOCUMENTS. A SET OF APPROVED d] PROPOSED COUPLING SLEEVE PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. x EXIS77NG GATE VALVE 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL P EXISTING FIRE HYDRANT BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT BY EXISTING WATER METER LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOC47ES N® EXISTING IRRICAT70N VALVE CALL 800-424-5555 (OR 811) A MINIMUM OF 72 HOURS PRIOR TO a EXISTING REDUCER EXCAVATION. EXISTING WATER LINE J. AN APPROVED TRAFFIC CONTROL PUN IS REQUIRED TO BE SUBMITTED AT THE SSMH EXISTING SANITARY SEWER MANHOLE PRE -CONSTRUCTION MEETING. ANY MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL BE RESUBMITTED AND APPROVED PRIOR TO EXISTING SANITARY SEWER LINE IMPLEMENTATION. 10 EXISTING TYPE 2 CS 4. ALL NEW WATER PIPE AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN ❑ EXISTING TYPE 1 CS THROUGH THEM BEFORE BEING FLUSHED, DISINFECTED, AND PRESSURE TESTED. EXIS77NG STORM DRAINAGE LINE THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER MAINTENANCE DEPARTMENT TWO WEEKS BEFORE MAKING A CUT -IN CONNEC7ON TO AN XGV EXISTING GAS VALVE EXISTING WATER MAIN AND 5 DAYS. BEFORE MAKING A CONNECTION TO A NEWLY EXISTING GAS LINE CUT -IN TEE AND VALVE(S) ON THE EXISTING MAIN. ALL PIPE AND FITTINGS NOT TO BE DISINFECTED IN PLACE SHALL BE SWABBED WITH IX CHLORINE SOLUTION EXISTING SURVEY MONUMENT PRIOR TO INSTALLATION. - 5. AFTER DISINFECTING THE WATERMAIN, DISPOSE OF CHLORINATED WATER BY ----- CENTERLINE DISCHARGING TO THE NEAREST OPERATING SANITARY SEWER. -----__ EXISTING LOT LINE 6. DEFLECT THE WATERMAIN ABOVE OR BELOW EXIS77NG UTILITIES AS REQUIRED TO ------- EXISTING R.O.W. LINE MAINTAIN JFT MINIMUM COVER, 12 IN. MINIMUM VERTICAL CLEARANCE BETWEEN U77LI77ES UNLESS OTHERWISE SPECIFIED. 10io'0 EXISTING DECIDUOUS TREE 7. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON STANDARD DETAILS siaNq EXISTING SIGN UNLESS OTHERWISE NOTED. - -EXISTING CONTOUR 8. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST --� EXISTING INDEX CONTOUR AND DEBRIS FROM PAVEMENT AREA AS DIRECTED BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE PERMITTED. EXISTING TELEPHONE MANHOLE EXISTING TELEPHONE 9. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS AND REPLACE AS NECESSARY. 'j, } EXIS77NG LUMINAIRE 10. PAVEMENT MARKINGS (EG. LANE LINE BUTTONS OR PAINT, STOP BARS, TSEI EXIS77NG TRAFFIC SIGNAL BOX CROSSWALKS, ETC.) C AMMAGED OR REMOVED DURING CONSTRUCTION SHALL BE e - REPLACED IN KIND. TS EXISTING TRAFFIC SIGNAL 11. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY USING HOT MIX ASPHALT (HMA). STEEL PLATES MAY BE I EXISTING TRAFFIC LOOP USED OVERNIGHT TO COVER THE LAST SECTION OF. TRENCH. STEEL PLATES MUST,BE PINNED DOWN AND ASPHALT RAMPS/WEDGES MUST BE PLACED AROUND THE PLATES. STEEL PLATES SHALL NOT BE USED ON STEEP GRADES 0EJ8 EXISTING ELECTRIC JUNCTION BOX OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD. ©pV EXISTING POWER VAULT ❑ TV EXIS77NG TELEPHONE RISER - EXISTING CABLE EXISTING OVERHEAD POWER OMB EXISTING MAIL BOX DETAIL NUMBER X ®� / \ ' PLAN SHEET DETAIL SHEET - NUMBER NUMBER r SHEET C-4 I I SHLLI C;-1 0 RENTON CITY HALL EX IOW h —er----------- -------- II — v; a S. BENSON RD. MAIN AVE. S. _ --- PROP. I6'1Y - £X. 1O'W - — - PROP. 16'W I 24"W EX. 14'k EXISTING UTILITIES ARE SHOWN FOR ONE CALL aF �, WAS REFERENCE ONLY. CONTRACTOR of SHALL FIELD LOCATE ALL EXISTING 1-800-424-5555 UTILITIES A MINIMUM OF 48 HOURS N / 8fi3 fs PRIOR TO CONSTRUCTION. a n��{ 3 2f Poll KEY MAP SCALE- 1"- 80' SURVEY NOTES 1. SURVEY COMPLETED BY GRAY & OSBORNE 1NG, JULY 2010. 2. HORIZONTAL DATUM: NAD 83191 BASED UPON CITY OF RENTON SURVEY CON7ROL 205. 415. AND 418.. 3. VERTICAL DATUM: NAW88 BASED UPON CITY OF RENTON BENCHMARK 1212.1 DESCRIBED AS A FOUND NGS BRASS DISC MARKED '0462 197J, SET VERTICALLY IN SW COR. OF BRICK WALL OF THE U.S. POST OFFICE BUILDING. (ELEVA77ON - 45.11). CHECKED FOR COMPLIANCE WITH CITY STANDARDS RECOMMENDED FOR APPROVAL By:_Date:By: _ Date: CITY OF By: Dote: By:_ Date: .s RENTON By: _ Dote: _ By: Dote: By: Date: By: Date: Public Works Dept. E I FS mJa�•"m uoi ^m ?7" z �� PARCEL NO. 172305-9023 ; a> D as n i5 > i m fir\ V) CITI OF RENTON - 1055 S. GRADY WAY �'� �'� "� �Q•• O O O( 3 Z CD c CURB & !UTTEP.- _ Ex. 14 CI W-1120. BUILT 1954 \ N Li I LL SOLIO LANE-. _ L - . . . . . . 00 T STRIPING IQ b 5+0o BENSON RD. S. 6+00 a 7+00 12-PVC `� 1-00 1 Q U E\TR. CURB N01'26'S2E - ENO EXTR. CVR6-�` Li 16' Of EX. 16' G Z LANE AIAF.KER BUTTONS �, 7/� V J LL 12" PYC '. 16"CI w-u]] BUILT 195s T . E�10 CI W-1156. GUILT 1946 _ TO BE ABANOONEO) I V Ea. 16'W it J69LF 76 CL-52 IN W/ POL YWRAP (TO BE ABANP011ED7 12PVC 12 .-.-. PVC W n = CURB & GUTTER-• n: C \ 1\ \ Z STA. 41.2 � \ EX. 16.4ERT. CROSS CUT & CAP EX. 16" Cl \6" �7+,4J PER ,0Nr MAX.STA. 7+ 7 20.J' RT STA. 4+SA2 EM EXISTING CONCRETE 1 ' a r! c,�-„ m ?;,'"j, _2 1" [ n EFLEC77ONEE (MJ n 1 - 6' GV (FLxMJ) 1 - F.H. ASSY. (17.1' LT) DEADMAN AND CONNECT TO EX I6'W. STA. 4+74, 7. 1S.J' RT - I X16 VERRCAL � - - - •^ -' i r ? o I'-;, k CROSS (FL.AIJ) W/ 7E74P. Y. BLOW -OFF ASS N s m a �'s; I-405 . ........ . ........ ......... ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ......... ......... ......... .... ... ......... ......... ......... ........ ......... .... 75 . ........ :::: : : . ........ . ........ ......... .:::::::: ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... .... ......... ......... ......... ......... .... ......... ......... ......... ......... .... ......... ......... ......... .. ....... ......... ......... ......... ......... ......... ..... ......... ......... ......... . .. ......... ......... ......... .. ... ...... ......... ........ ... . .... ........ ........ ..... ......... ......... ........ .... . ......... ... .. ......... ......... ..:...... ......... .... ... .... ......... 75 70 ......... :....:.. . ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... ..... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ... ......... ......... ......... ......... ......... ......... ......... .... ........ ......... ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ......... ...... .'.. ......... ......... ......... ......... .... ......... ......... ......... ..... ........ . . ...... ......... ......... ........ ......... ......... ......... ......... ......... ......... ......... .....- ....... .. .... ......... ......... ......... ......... ......... ......... ......... ......... ..... .,. .. ......... ......... 65 . ........ . ........ . ........ . ........ :::::.... —.—..—T_.. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. ix7iTiNc:. .. a �:PIVE: ......... ......... ......... ......... .... ::::. ......... ......... ......... ......... ......... ........ ......... ......... ......... ......... ......... ......... ......... ......... .... ......... .... ...... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ......... ......... ......... ......... ...... .. ......... ......... ......... ......... ......... ......... .......... ......... ......... ......... ......... ......... ......... ......... 65 60 ....... ......... . ..... — . . ......... ......... ......... _.._ .... ......... ....... ......... ......... ...... ......... ......... ......... :: ......... ..I...... ......... .. ......... ......... ......... ......... ......:.. ......... ......... ......... ........ ......... ....... .. . ......... . .... .. ........ ....... ......... ......... ......... . ... . .... .. .... .. .... . .. ....... 60 DC:7e DI ...... .. ...: ...... ...., ...::::.. .....'............ .... ......... ......... ......... ......... ......... ......... .._�. ......... ......... •.. ......... '• T-... . .... .. :. .. ...... .. :., .:.::.. .. ::..:.: � ... ...... .. ..... ......... 6....... .... .... ......... :::: :: :::::: :::::.... .... ::::-- :::: ..... ......... ....... ....... ....... .. .. ....... .. ... .....-. 55 ........ ::::::::: ........ ::::::::' ............................................................................................................. ......... ::::::::: :'::::... ::::::... ..... .....::.. .. ....::: ........: ..7, ....................... ...... .. ... ..... p:.:....:: ........... ......... ::.. ... : .. ::: ..........................................................._............................................................................. .... ......... ::.. . . .. .: : : 55 ....... ......... ...... ......... ......... ......... ......... .......... ......... ... ...... ..... ... ..... ......... ......... .. ...... ........ ...... ....... ......... ......... ......... ........ ........ ........ ......... ......... ......... ....... ......... ......... ......... ......... ......... ......... :J72. ..... . .. ....... ......... ....... ......... ....... ......... .......... ......... ......... ......�.. ......... ......... ......... ......... ......... ......... :::::::16T;32.DI. .... ::....... ... . 50 .::::::::: ..... .. .... ... ......... ......... .....:... ....... ..... .. ........ ..;.'::.:.. ......... ......... ......... ......... . :?�tR. -- .... 50 . ... ... .. .....: ... .:::: .. . ......... ... ......... .. ......... . ......... :.: ......... ... .. ......... ...... .. . :t: ... ..::: .. ..... ... . ..... ... . :.... :: Q......: .: ......... ......... ... .. ::':: 45 �........ ......... ......... . ......... �........ ......... .... :.:.: .. ::.:::::: ...::::. ...... :::.:.:.: :::.::. .::..:.:.:. .. ........ ....... 45 . ........ ...2 .... ........ ......... . ....... ......... ....... ......... ......... ......... ......... ......... ......... ................ ......... ......... c........ ........ �........ ......... ........ ......... ......... .... ......... ......... .. . . .... . ........ ... ...: W........ ......... ....... ......... ......... .. . ........ ......... ... . ... .... ... ......... ....... .. .. ...... ..... ....... 40 I �,........ ::::::: :....... ..... ::: ::::::::: ::::::::: i:::::... ::::::::: :::...... :::: :::: ::::::::: ::::::::: 1:::::::: :::::: .:................. 40 .................................**................... . ..:..... ...'11 ...N ................... ......... .................... ....... ......... ......... ...............................:.................................................. ......... ......... ......... ................ .... ............... ... .-..................................................... .. ................... ...................:.............:..:.......:.:.:...:. .. .. :��1 ..::.. .. .:..:.: :..... .: ::::::: y. :::::.. .. ::.: :.:.... :'h s•:....: ... ......... ...... .. ..: .. i ... ..:.::: . ......... ... .... .... ... .. o..... ......... ....... ......... ......... :::: h .... h. ....... ..... .... ........ ..ti ..:ti 3 W V ..... .:..... ... .. _ .. :::::: .... ........ w.11....... ..... .. ...... ... ...... ::::: ::: . 4+40 4+50 4+80 5+00 5+ZU 5+40 5+6U J+du 5+UO . 6+ZU 6+4U 6+6U O+CU /+UU /+ZU /+4U /+ou /•F6U d+UU Y NWA EXISTING UTILITIES ARE SHOWN FOR GRAY & OSBORNE H: 1"=20• CITY OF ` ONE CALL REFERENCE ONLY. CONTRACTOR V: 1"=5' w w7.I 1� }3 SHALL FIELD LOCATE ALL EXISTING �` AW RENTON 1-800-424-5555 UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. fss OJAL E� „SAGAW � DnTu bl Planning/Building/Public Works Dept. 3�2� 1p11 NO. REVISION BY DATE APPR AG, LH . KcassY "ter-N-,s- 0 20 40 WATER NOTES Q1 4' COVER MINIMUM. (TYPICAL) QREMOVE EXIS7TNG Cl WATER MAIN AS NECESSARY TO LAY PROPOSED WATER MAIN. REMOVE AND SALVAGE EAIS77NG nRE HYDRANT. 4Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR ABANDONED VALVES) SQ J/4" WATER SERVICE REPLACEMENT PER STANDARD DETAIL J20.1. (TYPICAL FOR ALL SERVICES) CONNECT NEW MEIER SETTER AND NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. 6Q POTHOLE IN THIS LOCA 770M AHEAD OF WATER MAW INSTALLA7701V 70 ESTABLISH LINE AND GRADE. BENSON ROAD 16" WATER MAIN REPLACEMENT PROJECT PLAN AND PROFILE STA 4+20 TO 8+20 03/07/11 C-1 xin 2 m9 L Ln A,f-- N ■ (J" CC Q� rl WAL w L U I LLl fr CL z W W U Q J a_ L.1) Z_ Q Z tz LU Q 0 0 rL z O (n z Ill m •VGl �J 'Pfibf CS • ' . � \ � sJ•Ss 90/ �/•� L NO. 172.105-9023 V) ITY OF PW = ®� 5 S. GRADY ADY WAY oo CN d CE __ �� o Z a "- =mZ 0 0 O c �m Zr m U 0 AO o o I— o - coNc' No 2 Lf \ 12, 59 W p ■ jj��V�1■♦• . �r PARCEL NO. 723150-1470 CUONG OAT HIN 523 MAIN AVE. S. STA 9+86.6 88.8• LT CONNECT TO EX 18 W. � 9ISTALL;TALL• 1 - 16 z16• TEE (n fO 3 - 16• GV (fLrMJ) 1 - l6"xl8• INCREASER (FL� J) i - 16• WRT. CROSS (A"U'l) � 5 J - re' sPott r - re• sPoa. 1 - l8' TRANSlBON CW B 1 - CONC OEADMAN BLOCK - CONC Ifl� T BLOCK 1 \ ON �-C1Ir d• CAP' a aSuRNG ClWATER: 7q J 12 PVC (TO BE W-ABAND L' IIp6, al�IU� 19J v 'N p U BENSON RD. S 12 Pvc \ ROP. 6• W ♦zm LIEN wok �Ec 7` — SrA 9+14.4 2Q8' ITT - — — — - -I- - - -] PARCEL NO. 723150-1490 ARTHUR W. & VALERIE P. MINNIE 513 MAIN AVE. S. ;gym I ggg� m PARCEL .0. 723150-1500 BrN.rlT 8: DP.IUSSI BAREI n 509 MAIN AVE. S. � nm Q OR/ Yq Y m Z 'PVC / /// /C\ I O U) / ! •�\V PAPC / BEN. 7 L 76' C[�57 12, 817 R1�Xq Lu CY) I a W I 10 U CD CV W C^ [� LTO BE ABANDONEO;6� = ) Q LL1 4 \I, EXTR. CURB MEOIAN I �/) NOV27'57'[ I . 1 "CON LLI _ z 2 CURB TTER I- 16 45' BEND MJ»NJ J N n m -. I m o<$ 1- GONG THRUST BLOCK £. ^; i pp $ I♦„ [ Qo 4 z Z UCN i�� Z VAN C �. i m' ♦ a A n w� Ly m a u a u=y m A_ ♦Cy p9� nW �D� DDT~ DO J SIN ti rb ♦ �N^ ��P �r oo pp N4 b 401N t�PU m � Zy y �iNN 312 nt �y rr N♦m ZN � � n'm'�♦2 ^" �.y .gym �_ NN -NN N • ♦� �_. 2 pUP■-V1-I f 4�1- •AAA Z •� <' OnnO _ NS@ NNt��O n<0 ROs Nn_ CI v1 z z STA. 9+20 - 9+80 CONTRACTOR SHALL USE CAUTIONir WHEN EXCAVA77NG IN THIS AREA. ::::::::::: ENsbO :::: RD: S. ::::i .. a ..::::::: ......... .. . .... ......... ......... :.:..: .. ... ::: ......... : .. o'::: .... .. ANAVE: S; :: : . .... ............... ... .. .. .:: :::.::::: ....... .°9- : it .,� .. :: .. .. _,: .a.::.I (♦7.::nI•: 4...,. ::1p : .:....... Qx ......... ......... .. .. ......... ...... .. .. .. �...... ........ 1?......... ......... ...... .. ..-. .. . ......... . ......,. :: . ...... ......... ......... ......... ......... 50 ::: :: ............................ ...... ........................ : : k : I _..W ......:.: .. :.:.. ::: �:: ...... .... : :::� : .. ..................:.:.:........................:.:. h�...�. :: :a:: ....k..:...................................:::::::: .. . ...... :: I........ ........ ... .... ._..... 50 ......... ......... .... ... ..... ... ..... ..... ... ..... ...... ......... ..... .... ......... ... .... 1. .. .. ... .. ... ..: ::::::... ......::: ........ ... 1a n :. :w ' ry .:�: } W M a of W� U I.. m �:ry:: •��.. 1 . ti .... '.::� . . ::..::..: :.. ...... &,::w �� .. `f.::::::: •a : . ....... .. ......... .. ......... .. ...... ......... ... .. .. ..... ......... .. ....... . .... .. . ....... 45 ........ ......... ..... ... x:;.. ........ ... ..... ..... .... ....... ... .. u M ... Ml .:::� W f a .... g �S ..... .. Q• If J.O�c .ti N .•.. ...... ............................ .rT .. t W. .ti lyl .......: ......... : ......: .......... ......... J . .A �. �. t�t 4 .� .�.�.?V�cf ......... +� o q...... ...................:.:.:.:.:.:...:..:.:.:...:.:.:.:.:..:.:.:.:.:.:.:.:.:..:.::.:.•.:.:.:.:..:.:.::.:.:.:.:.:. '. Q. .. .:.:.:.:.:: :.:.:. .:. 45 ......... ... .... ..... ..... ........ ::..:. 0L41.b ._� .y .. hW�4W 41�.::::: ....... ......... ......... .... ... ... .... .... .: ....�.. ... .... ......... ......... .. ...... ......... ..:...... ..... ... ...... ... ..... .... .. A a ......... ......... .. ....... ......... ....... ......... ......... 40 ............................................................. .. ......... ............ ......... ................. ....... . :Q :: ... . :I::: .. ...... .... ......... :: ......... .... . ... . :::::.... ......... ::.. ':. ... ..... ::::::::ff:::::: . ::::.. .. ::::::... ......... ......... ... . 40 :::: ::::::::: ::::..... ......... ......::: :c:::;::::::::: ::::::::: 35 :::::::: . ...... ::::::::: ....... ::::::::: ::::::::: ...... ::::::::: .......... ::::::::: ......... ......... ::::::..' ......... ......... :v? ......... ......... ......... ::::::..: :....... ......... :.... ........ 35 . .. 8+40 8+60 8+80 9+00 9+20. 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00. 11+20 11+40 11+60 17+80 12+00 W�— N -mm- 0 20 40 1 "= 20' WATER NOTES: - Q7 4' COVER MINIMUM. (TYPICAL) QREMOVE EXIS77NG Cl WATER MAIN AS NECESSARY TO LAY PROPOSED WATER MAIN. QJ REMOVE AND SALVAGE EXISTING FIRE HYDRANT. 4Q CLOSE VALVE AND REMOVE £X. VALVE BOX. (TYPICAL FOR ABANDONED VALVES)- SQ J/4- WATER SERVICE REPLACEMENT PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE 70 CUSTOMER PRIVATE SERVICE LINE. 6Q POTHOLE IN THIS LOCA77ON AHEAD OF WATER MAIN INSTALLATION TO ESTABLISH LINE AND GRADE. 7Q REMOVE AND REPLACE TRAFFIC SENSOR LOOPS AND CONNEC77ONS v. wEr� f WAS EXISTING UTILITIES ARE SHOWN FOR ONE CALL REFERENCE ONLY. CONTRACTOR 1=2DGRAY rX OSBORNE H: .' w,b .�'7„, CITY OF BENSON ROAD 16" WATER MAIN � SHALL FIELD LOCATE ALL EXISTING AW VI.1'=s' REPLACEMENT PROJECT 1-800-424-5555 UTILITIES A MINIMUM OF 48 HOURS Ns 4 4863 SAW 11 11 DATUM RENTON PLAN AND PROFILE PRIOR TO CONSTRUCTION. s/OJAL AG. AW Planning/Building/Public Works Dept. STA 8+20 TO 12+20 11 } 4 PO NO. REVISION BY DATE APPR AG.LH �033/07/11 C-2 L L0 L? r- cV -t� i U W o 0 K K Z W LU U Q W Iz z Q rr Lli Q Q 0 Z 0 (1) z W m > 3 STA. 13+22.9 21.2' Lr Q COVNECT TO EX IO W " - 16fo, TEE (FL.+l) Z 1 - Is* GV (RIMJ) 1 - 10' GV (FL.M✓) Q C G C\: N0. 723150-1515 2 - TO- 45- SEND (mh-j) TT h DRIUSSI BARD I - ID" SLEEVE 19 S. 5TH ST. 1 - 6- ADAPTER (n MJ) I - coma TNRUsr BLOCK U , N fig N T LLI W ,_ _ CUP B h GU TIE,— h w...... — Z-- 15"11C J U FC- 13+00 I I UWWu9 toN NON PARCEL NO. 723150-1375 i $S WASHING70N INTERSCHOLASTIC ACTIVITIES ASSOCIATION A x STA. 13+47.2 21.2' LT 434 WELLS AVE. S. m Zyr N I A STA. I4+250 I9.2'Lr � otDl�tDPm JNV��� brFA ~ Nam II �tV'i <r1�U - I/ �OR�IVEW :"2 1� URIvE w�'� X. 10 CI W-1156. BUILT 1946 2 - (TO BE ABANDONED) :................................... . 14+00 + 15' CONC EXTR. CURB MEDIAN 15. CONC MAIN AVE. S. WATER. 1 - 15 .l. 1 - 8' GV I -8 90• 1 - 8" TEE 2 - 8- SP( a�sLE BLOCK DRIVEWAI 15- CONC 300— N -�YY� 0 20 40 1' =20 uj Q WATER NO7ES z Q 4- COVER MINIMUM. (TYPICAL) Q Q REMOVE EXISTING CI WATER �i MAIN AS NECESSARY TO LAY PROPOSED WATER MAIN. � 3Q REMOVE AND SALVAGE EXISTING + FIRE HYDRANT. W W Q CLOSE VALVE AND REMOVE EX �-- = VALVE BOX. (TYPICAL FOR ABANDONED VALVES) Q C I-- SQ'%i WATER SERVICE Lu REPLACEMENT PER STANDARD W DETAIL 320.1. (TYPICAL FOR ALL SERl4C£S) CONNECT NEW W METER SETTER AND NEW Z COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE J LINE. = 6Q POTHOLE IN THIS LOCA 7ION . AHEAD OF WATER MAIN INSTALLATION TO ESTABLISH f-- LINE AND GRADE. Q C �1 ABANDON EXISTING SANITARY L SEWER MANHOLE IN PUCE. CO Yi C�3 ppA G� u[� UWiS YA'LN P�TTi'iT mN A 2An O;x ��i Ly rm .�OZD NV: N E PA--m NnN2D 1'W. tnP'W N £ --�4 ptnU �2 N�0 y1 uNCUip W �=n Doti r 11AA N��o �Y ' s fz ZP^D m�z AN 05 O&D^ $ N. KDi1� a"^� n R i Z 6 1-405 �� ......... - MAIN �tV�::S . . ......... ........ ......... ......... ........ ...... ......� .................. 4: . �...... ......... ......... .:::::::: ........ ::::::::::::::::::::::: ......... ......... ......... ......... ......... ......... . . .....I... 55 ......... .......................................... ........ .... a:::::: Ei................................. ......... k:::::::: .;..:.. : . �:::: :......... .::.::::: ::::::::: . ::::::::. :::..:::: .:.:::::: ::::::::: :.::::: . .....: ..................... .... ....... . ......... ......... . �:::. ° 55 . ........ ......... :::::lu' 3:::::: ::::::::: .:::::::::: :.:: ......... ......... ........ ......... ......... ......... ......... .. .. .... ..... . ......... ........ ......... ........: ...... .I. ......tG .,9 ::::: a....:::: ::::::... ......... ......::: •....... . 0...... 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LA . .. ....... : .. ................... ........ ......... ...... ........... ...... .... . ..... 35 12:W P& AP: : : . ........ ......... ........ ......... ......... .. ...... ...... ......... ......... ......... ........0 ... ......... ......... ......... .:.. .. .::::: ... ......6 ... ..... .. ::. ... ..:.:.: ....... :....;: ....... ... ... ... :::::. ..... .. ... ......... . ........ 30 ......... ......... ....... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... ..... ........ ......� . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. .... ......:: ......... .... .......: ... .. ::.:::: ....... ::::: .. .. :: 30 ............................................................................................................ . ......... ......... ...... .......................................................................................................:::.:.:.:.:..:.:.:..............:.:.:...:.:.:......:...............:..:...............:..:.:.:.:.:.:.:.:.:..:.:.........:.:.:..:.:.:.:.:.:.:.:.:..:.:.:.:.:.....:... ......... ... ...... .. ... .... ...... ......... ......... ......... ......... ......* ......m . ........ �........ ......... ......... ... .. ..... ... ....... .... .. .. .... ... ......... ......... :::::'::: ........ ......... ..... .. . . ......... ......... : .:::: ......... ......... ......... ......... .'. ....... ......... ......... ......... ......... ......... ......... ......... ......... .. ..... .. . ..... . ... . :: : .. .... . 12+40 12+60 12+80 /3+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80, 15+00 15+20 15+40 15+60 15+80 16+00 EXISTING UTILITIES ARE SHOWN FOR a?c ° -A ONEONE CALL REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING �� 1-800-424-5555 PRIOR UTILITIES ORES ACMINIMU C 0 N48 HOURS �5�A 1 4 Zo 1) NO. GRAY k OSBORNE H: 1-=20• A"e"O1.'�'7„1 BENSON ROAD 16" WATER MAIN 03/07/11 eAW V: 1"=5' 11: CITY OF REPLACEMENT PROJECT AW -' RENTON PLAN AND PROFILE �L DATUM Plonnin Buildin Public Works Dept. C-3 AG, AW e/ e/ P STA 12+20 T016+20 REVISION BY DATE APPR AG. LH "'"` "000"0N4T _ YYQr. 4 Yn 9 s I_ Z 0 W �Q 0 0 a [[ 0- z W w C) Q J w Ir z Q w I- - >Q Q 0 Ir z 0 1) z w _ C0 -N-40— �•• 0 20 40 U3 PARCEL NO. 723150-1305 PARCEL NO. 7231. 1310 = 2 0' PARCEL NO. 723150-1373 OD OI wwp ELLEN PRICE I ELLEN PRICE p SED REAL ESTATE LLC 903 S. 4TH ST. PARCEL N0. 733150-1350 p _ i - n U) m SED REAL ESTATE LLC STA. I8+04. 19.4 ' LT "! p 7: � _ F m x_ $ � N � � P. ~ J{y I - O' BEND RWFF m W \ / > aem� vll �4 STA. I7+J0. 19.4'LT '_ m o. I X6 TEE A7.bRJrFL h h W/ MEGALUG I ;gym W/MEGA LUG •? 1 w/M 4ERi. BEND (fLMJ) LUG CON H m T - C. THRUST BLOCK I m _ m C i p n 76' GV (MJA•MJ) m •. ti h ii Z I - 6' GV (FL.MJ) m 1 - FIRE HYDRANT ASSEMBLY I �� \ " z CUT CAP AND B / - CONC. THRUST BLOCK 6 3 WA MAIN. CAP D BLOCS EX. A- 4 WATER NOTES: Q U ._ �t•". DRIVEWAI' 4 Q1 N _ _ _ �- 4' COVER MINIMUM. (TYP.), + UNLESS 07HERMSE SPECIFIED. (0 QZ r w I REMOVE EXISTING Cl WATER Q (� EX. 14' C1 w-1156, BUILT 1946 z5'&F )S• CL-52 a W POLYMIAP •15 - T N TOP NUT .9 ELF FL�41.90'� / �% . . MAIN AS NECESSARY TO LAY PROPOSED WATER MAIN. T _ PROP. W H EX. 10 Cl - W-1156, BUILT 1946 9 TOP NU I EL-40.83 EX, GASc� WATERLINE REMOVE AND SALVAGE EX/S71NC F!R£ HYDRANT LI..I v _ mw c ' 1 W PVC E%TR. CURB MEDIAN 6••PVC• VALVE BOX. (TWICALEFOR EX. LL.I n 888.01' - I - — , 20+00 - ABANDONED VALVES) Z e - • . • . • • . : C.• • • • • NU _ O-E%TR. CURB MEDIAN S01'27'S7'W 15' PVC I IS"•PVC EL- t. 2 8 P C"14" e° WA TER SER VICE J - H , o REPLACEMENT PER STANDARD 2 U , ... . . . . . ... I h MAIN AVE. C Ex. ze" a -^z39 swlr 992 - ' ' EX, 24" WATERLINE DETAIL 320.1. (TYPICAL FOR ALL SERVICES) CONNECT NEW CURB 6 GUTTE - SETTERANDECE Ex. 16- Cl METER TO Q - - - - - - - - - - BUILT 1992 - - - - CUSTOMER PRlVA1E SERNCE LINE. C G — — — — ——'��r��,!1�Y�✓�/1.�\ • �V\ POTHOLE IN 7HlS LOCA710N \ TA. 18+0.0, 14.a' RT AHEAD OF WATER MAIN 1 B/ECALUG 1.� I II IIII IIII I o B x o a N N i6 e N x$ o INSTALLA710N TO ESTABLISH LINE AND GRADE. . N ` 1- CONC THRUST BLOCK U Ulul uU u_ N m N U y L. �+ a z u m y : ' $ m N � ° : m ZL REMOVE AND REPLACE TRAFFIC �cN STA. IB+M.1 /ND a N H m > m N �$.� L u SENSOR vovo s ,N M AN CONN u CO 14'a. -rg o, ® a^' ti nsvo oaol' s. z a N� . 5)oVr- n�mu gm LOOPS AND CONNECTIONS. F INSTALL: I - 16 i24' INCREASER (MJxMJ) a I F z z 4 F n z In N F m r„ INSTALL MEGA -LUG JOINT I - I6 SPOOL i',' a ® ^ RESTRAINT. 2 - 24• SPOOL F m PARCEL NO. 723150-0775 - I - 24' SLEEVE ® c GAR BELL ENTERPRISES LLC . ....... ,.....s ......... .......................... ......... .. .. ..... ......... ........ ........ ;: ........ ....... .. ......... ...... ... ..... .... .. ....... :.. ...... .... .... .. .. .. ... ...... ... �.... ...... ........ .. �..... ..�....... a .... ::. :: ......�. ::�::: �.... �... ,�... ....�. ....�.... ... ..z. ....�... .. .. 55 : 6::::.' Z ......... ......... ......... ...:::::: ::::a ::: :: o::::: �: .o.. ....o.::: i:::::: :' ':' 55 a3... .. ... ... ... ......... ......... ......... .... ::: .. �:::.: .... : ,::: W ::: :: :: :: m.. .... m. ... .... .:::::: .: .... . ..... . �11p��•.../� 1eI s ::: O ..... .... .......... ......... ...... ...... ... ......... ....... .. ....1�... .. M �:: .. 1q�: :: :: : S . ... q .. -1•:- v. }it., f.• :: "l; ::: .. 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O .... ......... ......... ......... ......... ......... ......... .. ....... ...... ... ...t ..:� .... �... ......... ......... ......... ......... ......... ......... :: .... ... .. .::: :: .:: :. ... - :.�... I ...... . 17' Q. .. . ....... ... ..... .. ......... ....... .. ... h... . ... ......... ...... . ....... ... .. .. mj:�,O ...... 25 "><'4; :::: U .....:::. ......... ....... :: :" :::.: ..: ..tiW :..h_. :::::.: : ::. ::::: "..... :.......: ...: : -.. :' 25 ::Wa,-G a: '�- .:ter: 'ti:::.:. :h.....: 25 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 - 16+20 18+40 18+60 18+80 19+00 -0+40 -0+20 0+00 0+20 —A n n MAIN AVE. S. — STA. 18+05.00 EXISTING UTILITIES ARE SHOWN FOR ONE CALL ° VwA r ^ REFERENCE ONLY. CONTRACTOR N SHALL CATE ALL 1-800-424-5555 UTILITIESIELD A MINIMUM OF 48XISTING HOURS 44E63 PRIOR TO CONSTRUCTION. ss/CIS AL o?l21/?ov NO. GRAY & OSBORNE H: 1"=20' Iw .lii�„, CITY OF BENSON ROAD 16" WATER MAIN w 03/07/11 W v: r=s' " REPLACEMENT PROJECT P AW -� RENTON PLAN AND PROFILE AG, AW ;~ Planning/Building/Public Works Dept. STA 16+20 TO 20+00 C-4 REVISION BY DATE APPR "'I"®1p"" DATUM AG. LH xi 5 ' 9 I w <a z U w Lu o O rr n- z W W C) Q J W cr- Q W H Q 0 Q O Ir z O UJ Z - yu > . �Y BENSON RD. S. ° BENSON RD. S. N£CTION. REMOVE VERTICAL TEMPORARY WATER CROSS AND CONNECT TO - SERVICE INSTALL TEMPORARY 8" CAP 1 - - 16" 16' SLEEVE DI SPOOL 1 (AN) AND 2" BLOW -OFF ASSY. W/ THRUST BLOCKING, - �O• +50 VALVE CLOSED W/—�° EX GATE VALVE CLOSED. MPORARY CAP. FOR FlNAL CONNECTION. J. REM EXISTING WA TER INSTALL EXISTING 16"GV I I SERNCE INSTALL ON NEW 16" DI PIPE. TEMPORARY ATER SERVICE. EX. 16' SLEEVE EX. SHACKLE RODS �� INSTALL' TEMPORARY / EX. 16" VERT. CROSS - THRUST BLOCKING. ' EX. 16"W B PROP. 76"W EX. 16 W 10//y CRETE DEADMAN RELOCATE EX. I6 GVJ BLOCK TO BE . REMOVL MR77CAL CROSS-ANB-INSTAL ---- i - 16" DI SPOOL —1 - 16"— TESTING DETAIL FINAL CONNECTION DETAIL �i CONNECTION DETAIL Ct D1 S. BENSON ROAD AT RENTON CITY HALL SCALE l'-- 10' NORTH 1\\ I 3 I ® I r � 0 _ W cp �i VALVE CLOSED " ° EX. 70"W POTHOLE EXISTING CONDUITS PRIOR TO CONSTRUCTION ° ° ° ° ° ° ° ° ° ° :,1, MAINAVE S. 0----.' 13+00 STA. /3+12.9, JZi' LT -- I INSTALL: O,� 1 - 10" 45' BEND (MJzMJ) ° I - 10' SLEEVE l 0 II I¢¢I PO7HOLE EXIS77NG \CONSTRUCTION. FCONOUITS PRIOR 70 CUT & CAP EX. 10' EX. 10"W STA. 13+229, 2ZI' LT INSTALL: 1 - 10" 45' BEND )WJzMJ) :,T, MAINAVE S. O " C 13+00 C- — TESTING DETAIL FINAL CONNECTION DETAIL CONNECTION DETAIL c3 O1 MAIN AVE. S. AT S. 57H STREET SCALE 1 "--10' NOR TH Y �qY VE TEMPORARY WALE \ 3 R AND INSTALL NEW J/�" WA ER14CE. ^ REMOVE VERR777CAL 9>Q CONNEC770M INSTALL: \ 2 - 16" DI SPOOL 1 - 16" SLEEVE INSTALL FlNAL TESTING DETAIL FINAL CONNECTION DETAIL 2 CONNECTION DETAIL . c2 Ot S. GRAD WY. AT MAIN AVE. S. SCALE 1"--10, NORTH EX. 12"W 0 EX. 14"W VALVE ° CLOSED PROP, 16'W °W .EX 10 POTHOLE EXIS71NG CONDUITS, BUILDING WATER SERVICE, AND EXISTING Cl WATER MAIN PRIOR TO CONSTRUCTION. CONDOLE EXISTING CONDUITS AND BUILDING WATER SERVICE PRIOR TO CONSTRUCTION. NEW METER. o EX. 14 "W 3 R ° PROP. 16"W £X. 10 W MAINAVE. S. 16+00 MAINAVE. S. 16+00 _ 7ES77NG DETAIL FINAL CONNECTION DETAIL r41 CONNECTION DETAIL C4 O) MAIN AVE. S. - STA. 16+16 SCALE: 1 `10' NORTH �v+ V Nfrp WAS EXISTING UTILITIES ARE SHOWN FOR pP " ONE CALL REFERENCE ONLY. CONTRACTOR i GRAY h OSBORNE CITY OF BENSON ROAD i6" WATER MAIN a o3/o�/t1 SHALL FIELD LOCATE ALL EXISTING AW REPLACEMENT PROJECT _ 1-800-424-5555 UTILITIES A MINIMUM OF 48 HOURS ••ear REN TON CONNECTION DETAILS a...,e PRIOR TO CONSTRUCTION. sS QVA° AW ^c AW Planning/Building/Public Works Dept. AG, NO. REVISION BY DATE APPR �AG, LA W-3551 INSERT POL YPIG AND INSTALL 16 MAIN AVE. S. 5 CONNECTION DETAIL C4 D2 MAIN AVE S. AT S. 4TH STREET SCALE.- 1"=10" NORTH CONNECT TO EX. 24" Of. INSTALL: 1 — 16" SPOOL - 1 — 16"x24" INCREASER (M✓xMJ) 2 — 24" SPOOL 1 — 24" SLEEVE 18+5 . MAIN AVE. S. Y �r EXISTING UTILITIES ARE SHOWN FOR v�'c °F was GRAY k OSBORNE ,v,,,,, BENSON ROAD 16" WATER MAIN 03/07/11 ONE CALL REFERENCE ONLY. CONTRACTOR 1"=20' �k ,3 CITY OF SHALL FIELD LOCATE ALL EXISTING AW w REPLACEMENT PROJECT 1-800-424-5555 UTILITIES A MINIMUM OF 48 HOURS 14863 AW RENTON DATUM CONNECTION DETAILS PRIOR TO CONSTRUCTION. s°SAL AG. AW u�r a Planning/Building/Public Works Dept. D—`Z NO. REVISION BY DATE APPR AG IN " ` M0 J - 9 W-3551 j T Lf) C N 0 30 60 cc/ \ 1 "= 30' - O)': ,• ''\ ~ xw \ !iJ u.wo^ K i Mar W I.. —I O •� . I I— " R£MOV£ AND REPLACE TRAFFIC SENSOR LOOPS AND CONNECTIONS. I w w \ Oa rr v,e[Y[ «od : a swJ 3 ' • Z w • , � � w aaa REMOVE AND REPLACE TRAFFIC SENSOR LOOPS AND CONNECTIONS 00 a - I!� �•' ;. o•�,� I 0In—Q— ` r 3 --L — L7-- — _aa.c_..__'_I — — _ _ _ _/tr-- _ __' _ _ _ _ __— _ _ d a� .l — -. _ — — _2,f�'t+•,�9si y9 � _ ciws c wn[a- F f� z _ Q 4+OI-6 5+0 - --=- 6+00 .... .... 7+00 e'. .. �[` .... ..8+00 .... .... .... \ 9+00 � 10 '•., _^� _� 12+ 'iY'^ Pit 30 ter: - --..--q 1i ` a �..• .. .... MA/NAVE. S. Lu- I'- _ - _ _ _ ., - ,� c'S�'� _` \\ .-/�w:•43fs+''tv.•"..•v r.s°.e t��] .� ate e' s•i. .... ewe • as • _ -,:art —u '� Y--�—--------- — —____• 0 �Az Q -ms v 4 O EC . z O U) Li 1 :—N� CIDI i I REMOVE AND REPLACE EXTRUDED �_4 I 0 30 60 CURB AS NECESSARY."=3O' GRIND AND VERLAY 2 I I 1 I SOUTFIBOUN LANES E_ tti I r•eroi "o�ii:a w:suc �n ,] , :xs .uttisi°i '.'v]i1Cso •• :c.h,'is ,ssoo.+u« - ss [s,. m�Jisuw niKs[°- I „ uo-uu I I PROPOSED ROADWAY RESTORATION AND PAVEMENT OVERLAY AREA. -MT77i- '^. _ - s. ., ",++' �'E!g— aa�a YIw': a.s �iar''�:..} � i�.'�.1 ..i;.1�. .'9;•u- _� �� n w w y r �:za� I.�-':, !p. r✓ ,s* y.y ,�A.J� --- y�.� r ..A .'�it,���-_ .,� � � - _ 9 H - r 2( s, :s - \ [.� REMOVE AND REPLACE TRAFFIC . -SENSOR LOOPS AND CONNECTIONS /1IS .os � I .. a: cuu artiim�s[i uc o VwA�Y� EXISTING UTILITIES ARE SHOWN FOR CRAY s OSaonNE w ^ ,, c BENSON ROAD i s" WATER MAIN w 03/07 „ ONE CALL REFERENCE ONLY. CONTRACTOR _ / SHALL FIELD LOCATE EXISTING•� CITY OF REPLACEMENT PROJECT _ 9-800-424-5555 UTILITIES A MINIMUM OFL48 HOURS N .be, Aw -� RENTON PRIOR TO —CONSTRUCTION. Aw «� PAVING PLAN DATUM rP —� �� �c, Aw Planning/Building/Public Works Oept. 1/Z/ NO. REVISION BY DATE APPR a.[n - - AC, L}i 9 0:9 W-3551 1n LO c? 0 60 30 r` C1l 1 "=60' WE .0 U Lu O 0 a • rr 11 F— z W L W U Q J W z a CE Lu I— Q '91 0 a 'z 0 cn z W O] LEGEND i IP 1-0 RL7ER FABRIC INLET PROTECTION EXISTING UTILITIES ARE SHOWN FOR GRAY & OSRORNE Y , M,a ONE CALL REFERENCE ONLY. CONTRACTOR o 1"=60' ''�' CITY OF SHALL FIELD LOCATE ALL EXISTING �� AW RENTON 1-800-424-5555 UTILITIES A MINIMUM OF 48 HOURS C�SiE1A DP.TUM PRIOR TO CONSTRUCTION. SwA� E�c nw Planning/Building/Public Works Dept. � 31-4 00 NO. REVISION BY DATE APPR —AG,LH BENSON ROAD 16" WATER MAIN REPLACEMENT PROJECT TESC PLAN 03/07/ 1 1 EC-1 9 0:9 I �4 }_ CITY OF RENTON TRANSPORTATION SYSTB IS —TRAFFIC OPERATION'S TRAFFIC CONTROL PLAN CONSTRICTION COMPANY: AMA �O ppe4,1 APPL DATE ADDF.I:•SS: PERMIT f. c1 ws I PHONE p ;Mil) °.Z-(G - E-MAIL ADDRESS: riP� QbA L A MOB./CEL_ i CONSTRUCTION SUPERINTENDENT: 12104- P�L'q FAX PROJECT NAME: Sat-i0CNj GAO If," L4Argt M.a•1,4 PROJECT LOCATION: LOCATION: �K ��1,� N/E/S/W OF: 4�f ULdN 1 WORK TIME: PM APPROVED BY: Jt.i► -* jRK DATE: __ -7 APPROVAL DATE: c5' NOTES: I) WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE W'TH MANUAL ON UNIFORM TRAFFIC CON?ROL DEVICES (WVTCD). 2) CALL 811 (USING A LOCAL PHONE) OR 253-852-2121 (USING A CELL PHONE), FIRE. AND POLICE DEP&MENTS BEFORE ANY CLOSURE WITHIN PUBLIC RIGHT OF WAY. 3) CALL METRO TRANSIT CONTROL CENTER AT (206) 684-2732 AT LEAST TWENTY-FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 4) THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS FP.IOR TO WORK_ 5) APPROVED TRAFFIC CONTROL PLAN MUST BE AT THE WORK SITE DURING WORK HOURS. 6) ANY VEHICLE AND/OP. EQUIPMENT TO BE USED FOP. WORK WITHIN THE CITY RIGHT OF WAY MUST DISPLAY A COMPANY LOGO (AN`Y LEGALLY ACCEPTABLE SIGN SHOWING A COMPANY NAME. ADDRESS. AND TELEPHONE NUMBER) AT A CONSPICUOUS PLACE ON THE VEHICLE OR EQUIPMENT. COMMENTS: C i+•TTAc B D ^ajL\pr L-- "AP`iUSET 1, p F'pR- fl %,r% o fJ A -%- 1=�, t G► t l s AN-0 D U*0Tsu a_ S_ —\ORTH— L.►n 6)'CA S,%-,+ 6 60sc-i Q A v 615-w fE,i sa%;-m GR po7 L—,oA-f Ar40. Sadr4IEa#4 PaoaocR pc Rv ecj L� !a Au. COrtvL f x I here been mfo,r^eh of Ty E5^O S ^ Ii e5 for treffic control cnd ogree to corrp'y wain - s of the City of Renton SIGNATURE: DATE: %I ^ \D-ws,a--.s`,'A uvSPOR 'A r`.yiR�rt\, �,n`�iro �'K Oaeretgna\tron:.c Car :�> a.q I, R t C ►?A Cq i" . a r.• w representing 2 L P L.J A C O M P P N -1 agr_t to comply a:th all trafc rrgttlations of the City of Renton. i shall prepare a tra>iic cantrol plan and obtain City approval of that plan. That plan shall be imp lemen:ed for a;I street and lane closures, and the plan Shall be performed in compliance with the 1 janual as Uniform T.affic Control Devices. I shall notify emergency services twenty-four (24) hoots before any Street or lane ciosrres. I understand any lane or St^eet closures not in =-,fo,—,r ance with the approved Lam: control plan anJiOr W:thout notification of emergency services may result in my reccitizr±g a citation for violation of r2.C.W. 47.36.200 f rough 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violations of RC.W. 47.36100 through 4736220 or 9A.36.050 Reckless Endargerncr.;, and other applicable State and City codes. NAME: V-1CPA¢n L- ALGA QL pAtaA Cflr�PArcV WORK ADDRESS: 10 rl t.J ; `t,,,am 1 fit, E S 7"M Q£N �O PJ SO ? WORK PHONE.:1i-1Z5) 'r'_-ZCo - fi 103 WASHINGTON STATE DRIVERS LICENSE NUMBER: P Lt A * ;Z L 6 F c%Tr%Tk OPrrH.'aa,Trat5c Control CI 2 PI AN AND PROFILE STA 4 # 20 TO 8.211 C2 3 PLAN AND PROFII F STA 0.2010 12-,20 VICINITY~ C3 4 PLAN AND PROFILE STA 12.20 TO 16.70 C4 5 PLAN ANDPROFtLL STA 16+20 TO 20i00 DI 6 CONNECTION DE7A11L 5 D2 7 CONNECTION DETAILS PI 8 PAVING PLAN EGI 9 TF%r, PLAN SHEET C-2 SHEET C- I SHEETC-3 =4 -------- S. BENSON FV) MAIN AVE R KEY 4fAP *- :CAI C IPC' 'S'HEEriC-4 Ni irTX. "W EXISTING UTILITIES ARE SHOWN FOR S1 ONE CALL REFERENCE ONLY. CONTRACTOR SHALL rWLD LOCATE ALL rXISTING 1-800-4,24-5555 U111.11IFS A MINIMUM or 48 HOURS By PRIOR 70 CONSTRUCTION. W Fly ,rs Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale Kenn 's Traffic Zone Plans Ro. Box 7428 PH: 253-277-2969 Covington, Wa 98042 Traficplayr@aaI.cam All sign spacing and cone channelizaton shall conform to these charts. The traffic plans do not show any sidewalk closed signs, they will be available and put into place as needed per work area by the setup person or TCS --�- c 1�> -�Crz -, z�A T C\^ Al tS - SC: ADVANCED WARNING SIGN SPACING ' Road type (Speed DISTANCE BETWEEN ADVANCE WARNING SIGNS A B c D i FREEWAYS & 70 15oo tt +1- or i 1500 ft +1- or 1500 ft +/- or 1500 ft +r- or jEXPRESSWAYS_ 35 Per MUTCD Per MUTCD Per MUTCD Per MUTCD R U RA L HIGHWAYS; 65 60 800 ft +I. - i 800 ft +1- 800 ft +I. 800 ft +1- CR U RAL 55 _ (ROADS; 45 500 ft +/- S00 ft +1- 500 ft +1- 500 ft +l• (RURAL ROADS, AND 40 35 350 ft +1- 350 it +I- 350 ft +/. _ N/A URBANARTERLALSj . RR RAL RC�4O- RESIDENTIAL �� ft t/- 200 It +1- 200 ft +J- N/A BUSNESS owmc- 25 U R BAN 25 100 ft 100 ft 100 ft _ N/A STREETS Or TAPER I CHANNELIZING DEVICE TABLE LA 10 FT 11 FT 12 FT (ASSM IO ft TAPERS ) L 112L L 'I MI. L , 1m 113L M►N iDllicaSMYling MPH Length Dike 20 70 6 35 3 75 6 i 40 3 80 6 40 3 20 25 3 25 165 j 6 55 ! 4 115 7 60 4 125 7 65 4 25 135 3 30 15018 175 5 165 9 85 5 100 10 90 5 30 50 3 35 205 8 105: 5 225 9 111515 245 9 125 5 35 70 4 40 270 ! 10 135 ': 6 295 11 1 1 150 ; 6 320 12 160 6 46 90 4 45 451 ! 16 , 225 ' 9 495 18 254 9 540 19 270 10 45 150 ! 6 50 500 14 250 .I 8 550 15 275 8 600 16 300 9 50 170 6 55 SM . 15 275 8 6016 305 19 6018 330 9 5S 185 6 60 { IN j 16 300 9 660 18 330 9 TA 19 3010 60 no 6 65 01 17 ' R5 + 9 715 19 370 10 730 21 390 11 s 2"1 7 70 700: 19 350 10 770 20 385 11 NO 22 420 11 1 70 1 235 7 F BUFFER SPACE SPEED 25 30 1 35 1 40 1 45 1 50 1 55 60 65 70 (MPH) LENGTH 155 200 250 305 1 360 425 495 5701645 730 PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE TYPICAL PROTECTIVE VEHICLE STATIONARY j VEHCLE TYPE (wm+ TMA) LOADED WEMIT OPERATION i WRH TMA ( Las) (�T) 4 YARD DUW TRIJ*I MINIMUM WEIGHT 15.000 LBS 30 MIN. SERVICE TRUCK FLAT BED. ETC. (MAXIMUM WEgXT SHALL BE IN ACCORDANCE WITH 100 MAX. MANUFACTURER RECOMMENDATION) ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AWARE. F NO W THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCETED IN THE FIELD TO SHIELD " L NO ROLL AHEAD DISTANCE 13 SPECIFIED. REFER TO CHAPTER 1.5.5 FOR ADDITIONAL MIF01 CHANNELMNIG DEVICE SPACING CHART (FEET? MPH p$P TAPER , TANGENT 50/70 20 40 so 35/45 N/A 30 60 20/30 N/A 20 40 IS USED, IRKERS AND "TIfNI ----------------------*a As---- - --- -- _.---------------- -j -a ----------------..__.._r 4mt UOOt NOOI t— NOTE: . / 1\8111 7 U1 ••'' • ►, Jill r + 200ft Iil.l i a' �f t 1 i F i R MII"M MUM TOME RA115 pK t'ZP OR�MI •Y IIdMY �If1�R Police officer at intersection 1fluffin Y 200ft " 200t "I BENSON RD S —u -- -- — __ —� 400� uoouooua ' �i5 < �� G� Kl o Krwns r�urac rar rows )w)R r. �iIM v1h i 4Ayiw�r(1w1 ran MI1NI �1' MjRRY (IKRt! Z 1 ,1 BENSON RD S NOTE: poll� Police offl)-er at nitcrserAmll oY AV qq�U' q¢ m w � • l 0 T ♦200ft►" 200ft h MAIN AV S � r iA* D NOTE: Police officer at intersection S >i i >1 <S/ _ One way -__-__--------------_. -~- --` V4 w NOTE: Prilit-t- nffirur nt intamortion =_ — — _ J-------- _ _ _ — KT�P .Tr.IM AWl inkrr�N aw I]ItA1rN h' N/MMI �/M7 Ili MAIN AV S WOtki�M ----.__ ---- -f- _- WELLS AV- --- F � Ong way I I WILL S V S Orw wl I I I 1 1 , NOT TO SW AIIX ]OUtt 20" 200" ~ BENSON RO S c°�d• —O ------- - - - - - � AM" MRX 1fME PUNS eox 14L= NOTE: Police officer at intersection IF �i/ t1�1 MAIN AVS 1 1 � icon 200ft 2M)M 4. ' •ate:, - • _ ------- __ : Yt...d, a�� BENSON RQ S — _- t `_-Ij. ,..- I/UOL 1/OOL UOOZ I/OOL••fit t wriisnnpr 1 � � ---------- -- ------------ MAIN AV --------------- moot so C U001 um < NOTE: To SM Police officer at intersection IRVI BENSON RD S WELLSAV . . .... WILLA� os, kv s 4> roan xea aeon N #, . ........ . .......... ........... Im MINI] IFF/'IC 1pR OAFS rwr �. Rirwr rrt�rt NOTE: Police officer at intersection (-el >1 < i 1 w z aTOW soon xoon zoos N' — — — — — — — — — — rrc—z- w _ IL—r r - ;�. �-- -�-'.����., , ,,.r.a—t• r-�. t-e•a ----------------;- ;�•Ri BENSQNRDS i NOOL YO r I 1 1 C , . `•�. � a 'Nth. (( r * SHALL OBTAIN TRAFFIC ENGINEER'S PERMISSION * * USE SLO T TED SIGN WITH i TUBULAR MARKER IN I p LIMITED SPACE LOCATIONS 0 i s` El I 1 % T019-L El B ~ p � J F TWT9-R c� � ?4 T008-R Q P :• TD05 NOTE: REFER TO TABLE X-1 FOR TYPICAL DIMENSIONS OF A, B. C. 3 L RIGHT LANE CLOSURE 1J ` 4 — LANE, 2 - WAY STREET FIGURE X-4 -42— 11 CITY OF RENTON PUBLIC WORKS DEPARTMENT =. F �i I - -NORTH- _ _ _ _ � - , ; ,_ �'r-,-, F- I OW y • r for t f�R-'__`_"1,: .- ¢ i -�" ` ♦r art /•i:" �� i • }�; 2 + `` F � ;.�yy .ti w�i. _ iwj ( � • '' - a F R 'Et I ffi� T, l! Nr I rs 040 7- Jo 0, rr 4 X III ORO or t �i,� p - 'r,� :✓��.. � � ��. - � aasLL-JJii��rr r •i{j °�') I'�✓� '.��•�P. \� C: �li ':F jeW��•_-- � iQ1 �~I in- !�� rI� � _f 1� ,t s` • �'�,+�•- �.J. o T"• 44� • t 1 1 yA. ;"p � i 41r -- f ' � _ : �.. � i � Tt�` - �C `•'� - � I � r,, ROAD' DETOUR i �' r ---� �•` ' r CLOSED DETOUR DETOUR END i.. J ,e O { AHEAD �� DETOUR 0 BEM RD. S �, 7� , � . ;�' �^ ,— �. _ _ - �, ROAD RaITIRE CITY HALL s ! 2 WORK CLOSED 4. A• AHW xfm o - 4 WMAVE5i , 5 .34THU&SWwA' CLOSE06 5„ 2011 p a xv <-'.-- ram-ti / �f,I�.- • .,i �a a Y— ' / I (j R114 R11 2__ ��t�� •' I ( Roan CLOSED l ROAD N - ►��!"•'nL \ bl To CLOSED ♦� THRU TRAFFIC ,� Ea W-11 � — 284N HIC+CONES THIS PLAN HAS BEEN PREPARED TO CONVEY THE INTENT OF THE CITY TYPE ill TYPE III TO DETOUR TRAFFIC DURING WATER MAIN CONSTRUCTION AND IS NOT 6 INTENTED AS A COMPLETE TRAFFIC CONTROL PLAN. THE CONTRACTOR t NOTE: SHALL PREPARE A DETAILED TRAFFIC CONTROL PLAN AND SUBMIT TO POLICE OFFICERS ANC/OR STATE CERTIFIED THE CITY FOR APPROVAL PRIOR TO CONSTRUCTION. THE APPROVED 4 FLAGGERS SHALL BE UTILIZED AS REQUIRED TRAFFIC CONTROL PLAN MAY BE REVISED BY THE CONTRACTOR WITH r IN ACCORDANCE WITH MANUAL ON UNIFORM CITY APPROVAL AS WORK PROGRESSES. r TRAFFIC CONTROL DEVICES (MUTCD). MAIN AVE. S / BENSON RD. S - WATER MAIN REPLACEMENT DATE- 05/24/11 SHEET- 1.0 n� CITY OF RENTON PUBLIC WORKS DEPARTMENT NORTH -_- , J_ + . �� �. tea.- -� , � � � • / _ / ^A �`r "1 �. r - "«." 6 40 all °'�R 7I .--•��'+ fir- �., '=::n �• ,F+� • r� - - /'� � ''` � --'` � �P '-p, � � �' , -i'.'�', li�' awseam- �. 40 /,�I• p �p,� e� .., i r i Ar ` ,'�., r i, ,,, '� T,�•i., .i"1fi P ,3. "- 7'.ty, .-. - Mimi r �. r a '' ._ 1 - ' • if • r el 14 ir ri j r?n;; �i— ♦ ' }w' ,mac'} , ` ROAD DETOUR DETOUR F _ k t I CLOSED �� END �,. __!' ,�• �. ' ��`- zl.l r`'P ?- .• ® AHEAD AHEAD DETOUR --, ". F. i ROAD � CITY HALLPlaIT 1 P + t• 3 ,. 2 WORK CLOSED AHEAD A}EAD 11 4 G.-0" 0 P Mg AVE 54; •. mow► 4 HET.SfiHST.BStSW WA 5 —+ ' e r, `:`� CLOSE i ►� - y' i . 6" ' {i"'. ��, __ �� ! f i�� © @:30ny.-3:30PA q„ r '•Cia (�l/1 ' �M[ t • =+.a Y i • ' �, O fly; 1 _ .�_ , I7p+0,,..�-. _ F ROAR114 R11-2 ROAD CLOSED OC- ROAD p ! ' f THRUTRAFFIC CLOSED U° POUCEOFFICER FIAGGER OET •@- --. -fit 1 t^� _ Ma-1e(a} nu1D(R) 281NCHHIGH CONES THIS PLAN HAS BEEN PREPARED TO CONVEY THE INTENT OF THE CITY '; TYPE III TYPE III TO DETOUR TRAFFIC DURING WATER MAIN CONSTRUCTION AND IS NOT 6 ® 6 INTENTED AS A COMPLETE TRAFFIC CONTROL PLAN. THE CONTRACTOR NOTE: SHALL PREPARE A DETAILED TRAFFIC CONTROL PLAN AND SUBMIT TO POLICE OFFICERS AND/OR STATE CERTIFIED THE CITY FOR APPROVAL PRIOR TO CONSTRUCTION. THE APPROVED 4 FLAGGERS SHALL BE UTILIZED AS REQUIRED TRAFFIC CONTROL PLAN MAY BE REVISED BY THE CONTRACTOR WITH 1 Y;IN ACCORDANCE WITH MANUAL ON UNIFORM CITY APPROVAL AS WORK PROGRESSES. 3 TRAFFIC CONTROL DEVICES (MUTCD). MAIN AVE. S / BENSON RD. S -WATER MAIN REPLACEMENT DATE: 05/24/11 SHEET: 1.0 11-At COLJMJLXMMON %&-0 -1 boa �L rlE- L 1p mwcuT 4174. 4rr 'MMS" 51 '41- OlUpc -rK>w 7 4.8ar GGO -Lx. --LM -Ve*DbA& -.1 EWp'Y L. F- V49h.v �A- 4- -�o- --T F 1�27 + 'Z6 �r. m• OLD- 3-4-5- r IL 64 7 93- P" Wml�om 'ALlj. T- d rL 51s. T- 4.1 6-0 '1 W/ V. TAF I 4a4 LT I ri 11, z -T ft LT. Z. "r. Z' '4 �gn 4.9M0 490 Q wLT 4 av-1m vv Al *7— Z�-5' v'. 1 -,j. w, -7r." 5EF- DETAIL A 4 - 75.5 ZS.-b w 4. L7 VJ —T— TMI-R c T em- vrea 'a, Aura T-" THE S4 e.&rw- C%? nnur- QELr—.! 15" 41 4A I OLA, Zcl.4C> i OLl 5. 1.0M 6-415� L-e&,-Ljr- TO 541dTc.63r�r S1cma. OR %UJOtQ 5T0¢M RPtS Xr S. 7 unrn L F 14 z 'Nip RECOMMENDED t F�t";.—trou+0 - U; F L F= C BY Tb QaTu Tk> ew�Q�r Op 34F, RECOMMENDED RECOMMENDED FOR APPROVAL E By -w — 'Z ENZ'�zu' 7 ------ so 7 0 DAM &-73-k, a- C�l ..w/ ...... APPROVED BY U*tECTQR OF KIBMWOM& ------- 0 -4 64&5L4w-l.Tt-L , MoGMFE Cftt. r<X-Lo S; w Zp C-akriMMULA-E *ATV=tMCTW>W OF :5. MT" Mr. A"o r-i&.tj &Va. 50-i �LACX. :5 acrAa ts-Im w , L2"vl 950 FT &Lcftjrx Tur. cj-�Lw- of Zs' LT Af�s "-r- TUVA�M t�4,5 ' M-W, 4&S:-,o=r V� a lws o" T"P- n-�u u�M- OF �MXJRM"r LJJT 90; TMV-&C�-- S991JWA66 w , 50.01 =r ?•Y - 54- LX. 415' MF�.X>, kLj. �p 24' LT -TF -LJR- r, O.P�"� oj 1-"m t4ato'emE�l-e M41054.j OF :N�c� MAU" ZA40. 50.; 00-4IS' IM,!' S., 5S.02- P-T-. A —IC, thajo I A F %LIT oLA 1z' -0 n I ""a. OF nm :b�MLA 0 zg�'CK� Pr A,:!> -r.� AT Q�� A&MLJ-=� � t�� �0� _0 uJG OF 0�.ig�fm %.c5F e= eyl*i.IV46'w' . - / �� 1 9 AA -Ur.= LotxnA- & .1 1. m I "m 00w" ." - 4� 01- lb.'VQAICr uwcau CCO"r"C MC-LbO, V"O&O -WP -ta')-l6'4EPW; t3�M'f t-IL4M CDP e�dQQ�"� %-Or U�'; TVAIR�& LA CrAlml VN- 0; %4b.ft?- Tt> T-Xr OA � *�&4F-bC5F%-Q-f V-L&Qftl�A CF tccrr" ; -n-=,L� " a5-Ao' sea, "5-!5 Fr. 441% 2"O �0&1" 'Ib A. Pt.�T � c-MZlaUQr--, -861 Li s LcNc� v=r. Ai-InLI& � L-M FDQA�-Lp� I FC w -TU� PREMUCLU 15Y ��1162�'Y ZA.4.6" �. &�� lVa- A. CAJQVM Tb IIA&. r �OW_ 127) Lj "4y:�74 W 'k � =L.,Il rm"T c= t,&Aw�t eAL&zLt.• L F JOHN R. EWING AND ASSOCIATES CW& IM4GIMMUMM - L-^ND SLXWEYMS F""Ir OFhxvwcwX-Tso6j "iT" M'" riaa"" t-�o '-h C��I�J-M 7-46 bc-cuff--� KEW. WASHINGTON m4i"4cRu&-oy e>UlL0IlQG (206) 052 �6633 ricxar� Ccz LAW-J�- J RE DESIGNED BY DRAWN BY CHECKED BY xr-- -1 2A,0-1 ft -rF �—C-P I C-.W" I ":n." WA _Iz 1.)O ! 1. 6EE PLO_' BY UM E. FbPP • 4S . i'02 tn,.FP.T G4A_tJEy.l2FallON L SEE PLANS 6Y JL 21 ENGINEE.¢S NO[E` DLL OF QO GROM 4Tp.,S�+yO Te -W TO FO STREET B� �-1 cl_� L1_vEt2G.F..0Ftl1..tER.. 3 SEE St -IT. Fi 3 Fj NO•fES, �ET41LS 3 \\ A•�.10 l`iRCiu.. 0L1L1D G5 U20SS SECT ION 7 TLS 3G.2�I 4-Salmi t 2_T10_t T BE Ni rALI„EO tNV G" E! 3G 79 BY TOTEM EL6GTEi(._ " \\ MLLTGH Fe 15. ICJ}T3 ALI 0LID LID ^ T -V RAISE. RIM T ON EXIST 4>a• ' - " " "- • - 4�4GA• 17.6 LT IL h 2:M 3tn G2 iNV G"i'-'� 34-Se• N. e:M 37.4. wv Y('t)i .39 C>' }a,10 LIO y. iM 38.T �. V.S'iN j4.42 tNv i9" (S� S<.54 M.ATLN N!W IM _ 4S.S6 sue• INv t2•'N.) 43.32 iNv :T /S.1 �- n3. 31 INV. 'Z•e'i4.)SL2S \ 1Nv b'CNl S4.S0 INV. C'_ 43.>� )<i.yf- - INK CI(E y3'. 8c�. lP -_ .Is:" r g4.5' -O\IG 2ET WALL V� . 7.6- -..+.- --. -- -- — -G_ GO�✓G wA��� J-_-� R6 1 GUTTC2 EDGE OF PnvFslEwlT _ GLI S6LJGLIT EXISTING '\ N .• G" YCPT GL:tir6 � b.. .� t 1 Ndl _ - . Pe0 - - ♦ _ '2' CtnO �. - }, ' ` t•� \` / 6 I - _s — _ _ 1z, CIP Tw 0. � � � "I 'S � I V a'c. � I',7.SG A M A) N �.\/ E . S. ,� , � • _.- _--N _. _ — - — ----� ExE � cnvEME /' ,.. twt cuu. O 1 r f O / MPQOVEMEw1T nrrl A�ZTLi l.�-7 '1 4 T 9 • FYIbT q` c0�.]LYETE I Llb MF2TLaVr_\ c�\ 3471.78 GUFB 4 41:ITY.E_2 48 _: .. \ BIa221EZ S Ci TEL. OL11. N M.H. _ �p ' T— T 9' mr..1..5 K EDGE Off' PSVHM O CCC N. P_tM P. \ w JAX'U F W /7- ',P - ZOO in IL�oTE`� I. ALL MATE121AL} GND 1--10RKMo.N51-IIv 3L�ALl 6E PER. GUQ¢E1JT EDTION APWA SPEGI GICATIOI�y AS MODIFIED $Y THE CITY pF QENTON. 2 LOLATIOIJ' OF EXISTIfw1G UTILITIES AR, APPROXIMATE. IT �.aI-AAL1_6ETWF- GphITQAGTOIZS E.ESgJL,y�I E•I L.ITY TO vEE1FYTl-+E G t., E T LQCATION� PNo ELEVATIOIJ} < AS TO AVOID AfVY OAMA(_F AASD/pQ pISTUR�K+.NCE. S PIS'E BEUDINi - APWP. GLASS 6. 4. TYPE i Cp-Tc11 Hfi.S1N} TO 6E. ^S CA 2P D Pl-�1 NO. S2, UNL.ES'- OD--IE¢WISE Sti101-aN. S TYPE Y GATLN E% SI-YS To eE. APW A- STANDARD RAN NO. 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NO >�-E ® aa-nmo tee.<no.t wcn_ b�I..� E.Gu�n> vFm.wc.,onrlo.t /OEP'fN Fve CIAA¢T- GL:p A]P4A T �IfJP� - A> >Ib I..IU OLL Rl J nAT1aCJAL) ct d o• A W'-10"Ht�l4y CG: OOrY 'RAP aoU2SE, LII:)/4jj-II/a"HIW{}G4. QGtIG-BASE �^��-SE£Gl.le¢T tl TE PAVI"a n)EGTlc.W (A4 'SFI01.lAl.ON �jl-1EET 1 OF Z) t�o¢c<♦ I'[AHP >a.tltl Q4�P 2" / tiPyALT 5" 4'IP�l4 T 4• BA>E C IF W BASE 4-9-le &.;' CLEAR SA m" ,SA. , SAI.ID 4 GeAwe- 4MOAVEL �x¢ u�IZAL �• . 4lL QIH-a(..GO 4PEaF U PVC- , _ ` ' a, or. PVPE'1'b BE WID lu =• Ao�.�rxT Tb Z'Tlattx tax PIbTIJG Duda-:. uJ.=29.99 la�on uG. YAL—' C) OaiN,10 DETA12 w aG ,E m TS-oFPxT ,o - m 1n.48 OF, ELpV.=3q,_�Q IS VIS161E F�1IaP{r„H6-CbN11 1> Q_ OF Qt>EQ SPAGB 31-ss QIM--b136 t;LEj . PIpE SIP�¢C- �x.cFb TN.'J190P .-'•. r - _ GF Za1.Fi0 T QEJb,IA.d-E WATE�16�iC C600¢t.) 2 I�l CdJPU.v- (oPrloJAi) IAA— "lla> P�¢T L b• GIJeI�t- 4�w A; s ws W�cu oG'JLL� 6oLT olx WEIR *o g4nE Oj Q WEwe.D c, cw_I W / �OIJT-T`fPICAI- OtxaclCE ro , =p -F�1 N L El. Zen-! 1�1 EIJD PIA�E 12• nW, � 4d (Za•a� E1,L7.d3 \b°Mex, � Zd'11+1P n.P3X O 2:4"DIA. 12�CnP�.So'�. CG.IKIGE I / 1 %pp OIA. IIJV. Z4.4o / 1— OO,IFICE p/ .32 , I >TiWC>A¢D w+w__S.,.S•_ILEO g(£F1 (�^��S�J�/'II•^ //� /" 1 ".t. oalFltF TViTca -Iiq6 1�J � _ = l'34..OIA_GQJFY✓!: cL�nJo�rt maE: cexnoE ^;s r 410 G�' I-L4 GQ ePPmWEO .....AL ///fff ///r��/ // ///Jf �/% —1 Teo 2 3Co39 /7. 3 • Lob r TIB NO. 8-1-102(29) BENSON RD S. (B-LINE , o o STATION NORTHING EASTING I� PC ( 32) 605+62.137 175447.264 1301294.333 J, CC ( 33) 175716:859 1300889.621 O i Radius: 486.285' - 8 Delta: 31.10'19" Left - F- Length: 264.565' fy tAJ Tangent: 135.645' F 0 PT ( 34) 608+26.702 175695.671 1301375.444 N Z PI ( 35) 610+59.833 175928.581 1301385.602 +33 z = PI ( ) 615+50:000 176418.576 1301398.582 -0 BEGIN FULL DEPTH PVMT r ' F- Q Z Pi ( ) 617+28.091 176596. 638 1301401 .808 a FOR WIDENING Ys,� 1! =Oro J POE ( 37) 619+99.991 176868.466 1301408.071 m BEGIN PAVEMENT.GfIERLAY OEn 01 � o � I � DRAINAGE AND UTILITY NOTES `�=--�=-'--- °° --• - - m UJ vi (fig Q I. REMOVE EXISTING STORM SEWER THAT IS TO BE ABANDONED AS NECESSARY TO - "--' -- .'r - - -- In - Q Z CONSTRUCT NEW STORM SEWER.PLUG ENDS OF PIPES TO BE ABANDONED AND o ; s` Ga 0 j Q LEFT IN PLACE. I 3 TEL MH i� '_ZO_ p 2. ALL 12" DIAMETER STORM SEWERS SHALL BE CORRUGATED HIGH DENSITY POLYETHYLENE 608.00 1 O PIPE (CPE) WITH PREASSURE TESTED JOINTS DUE TO THE AQUIFER PROTECTION AREA -_ 609�00 3 CB C z a REQUIREMENTS, UNLESS OTHERWISE SHOWN ON DRAWINGS. -"" fi Z THE POTENTIAL EXISTS THAT NOT ALL PRIVATE STORM DRAINAGE CONNECTIONS- m ES Ed TO NEWSTORMDITIONAL SE ERSCONNECTIONS OF SHALL BE PROVIDEDSBYGRVATE DRAINAGE THE)CONTRACTOR ATIITHE Z DIRECTION OF THE ENGINEER. _) HORIZONTAL DIMENSIONS ON PLAN AND PROFILE SHEETS B 608+33.00 1 .3' RT = -- --- ' TO PIPELINES, MANHOLES, CATCHBASINS, AND OTHER s. B FULL P WIDENING UNL SS CALLY NOTED 0 J Z' n- THEELOCATONFIOF EXISTING uNDE GR0IUND UTILITIES AS SHOWN ON THE ,� - ..�_,_. •-- - f 1 c FACILITIES ARE TO THE CENTERLINES OF THESE FACILITIES 11 o ! O PLANS IS APPROXIMATE AND THE CONTRACTOR, SHALL BE RESPONSIBLE FOR `"��„��-•��-�,+, �- .DETERMINING THEE EXACT LOCATION. THE CONTRACTOR SHALL _ - COORDINATE WITH THE UTILITY COMPASS, AS 'NOT ALL UTILITIES MAY BE ELI a (SHOWN ON THE PLANS. THE CONTRACTOR SHOULD PLAN FOR AN ADEQUATE r _7 m a' LEVEL OF POTHOLING TO VERIFYi ALL UTILITIES THAT COULD BE IN 1 y d p' CONFLICT WITH CONSTRUCTION. A 5 s m 6.'I i . 0 20 40 60 R m t THE CONTRACTOR SHALL THOROUGHLY PLAN EACH SEGMENT OF WORK SUCH W > aN THAT CONFLICTS WITH EXISTING UTILITIES' WILL BE IDENTIFIED AND Scale In Feet:' m RESOLVED BEFORE ANY WORK WITHIN THAT SEGMENT COMMENCES. THE i �.•j RESOLUTION OF ALL CONFLICTS SHALL BE THE RESPONSBIITY OF THE POWER IN UTILITY TRENCH: FOR SIZE AND I:UMBCR E ao CONTRACTOR AND SHALL BE CONCURRED WITH BY THE ENGINEER BEFORE ANY OF CONDUITS AND iocAT10N OF EQUIPMENT SEE CONSTRUCTION. PUGET SOUND ENERGY :PLANS GENERAL NOTES=.- UTILITIES WHICH ARE NOT ABANDONED SHALL BE SUPPORTED AND E T TELEPHONE IN UTILITY TRENCH: FOR SIZE AND NUMBER OF / MAINTAINED DURING CONSTRUCTION. I Q 1. CONSTRUCT DRIVEWAY APPROACH 1�I 8. CONDUITS AND LOCATION OF EQUIPMENT SEE US EST PLANS PER RENTON SjD. PLAN FF'gg�06 O6 (AL IALT. 2) FOR STORM'DRAIN LATERAL PROFILE INFORMATION CABLE TV IN UTILITY TRENCH:FOR SIZE AND NUMBER EXCEPT AS ROM O.THERWIfE SEE © OF CONDUITS AND LOCATION OF EQUIPMENT SEE TCIPLANS 2. CONSTRUCT CURB RAMPS PER` PVD-2 ® TRAFFIC SIGNAL INTERCONNECT IN UTILITY TRENCH; RENTON STD. PLAN F005.1 a io 4W FOR SIZE AND NUMBER OF CONDUITS AND LOCATION OF3. CONSTRUCT' ALT.CURB RAMP PER EQUIPMENT SEE DRAWINGS CH-1 THRU CH-4 RENTON STD. PLAN F005.1 >O LEGEND: m P-270OE _... _.._. Q - O CONNECT EXISTING PPE(S) TO NEW 1 CONNECT NEW PIPES) TO (Eli n CONSTRUCT NEW B 614 10 2' LT I, y� EXISTING STRUCTURE - Z ._ . RN T C AND VALVE HYDRANEW _. 3Q ADJUST UTILITY TO FINISHED GRADE W cl - - _. .. .. _ _ .. . ....... ......... ........................... W' E f _ I �. REPLACE EXISTING GRATE W! SOLID _ 20 R 3 CQ s. r^ \ ti v / 0 FINISHED GRADE •• Q �., • f \ `� CB _ ..... _..- - ... .03 COVER AND ADJUST TO `V 3 WV - 1 `l?JTEL M H(2) 3 WV(3 -R O .. 5 REMOVE STORM DRAM (STRUCTURE _. WV(2) 6( 2)* BENSON RD S. B2 Z r` _ . . \ � � t� REMOVE STORM DRAIN PIPE � g � Q ABANDON STORM DRAIN PIPE 0 -_ T 13.00 B •LINE Nr31'03"E 614 0- 3 m O CONNECT NEW SO PIPE TO m - 3 CB Q EXISTING SD PIPE Al 2 N 4 Li----- W v Z �?„ 83 DRAINAGE STRUCTURE NUMBER J z O CATCH BASIN TYPE 1 OR IL ` oWALL DRAIN z CATCH BASIN TYPE 2 F__ to PVD `oO� B 610.80 23' RT •••. ABANDON STORM DRAIN PIPE cl' GI R UTTER REFER TO Q Q . .'.__. - .. :. _.1:. 1... ... _ -64. ORIGINAL _._ INV-58.02 (N) DRAWING FOR w/ z0 �H ...,_... _. ..__... - .:.. '�.-__.., _ -: > _. .. , . .._ .. .. - .. SOT - 56.6 SIGNATURES ■iIi _ . O � Z w _.....-..__.. _ AND AILS m NEW FULL DEPTH +' PAVEMENT AREA ENU RETAINING WALL o > P D �1. , - A pRG, GRADING AN' PVIn AINAGE (PLAN,3 FT Tt0-ko-2 0 A6 : R 2Jo3 dF SCANNED FE8 1 5 Z5 2 14, � E�n II .1� TIB NO.8-1-102(29) N MAIN AVENUE S. (M-LINE) B3 DRAINAGE STRUCTURE NUMBER NEW FULL DEPTH > e STATION NORTHING EAST ING LEGEND: o CATCH BASIN TYPE 1OR IL PAVEMENT AREA CONNECT EXISTING PIPE(S) TO POB ( 12) 13+00.000 176263.344 1301106.624 NEW STRUCTURE CATCH BASIN TYPE 2 PC 1 131 14+20.408 176346.511 1301193.695 CONNECT NEW PPE(S)TO ---'_-r.:--.= CC ( S4) 1T6834.625 1300727.465 2 w ,!_ EXISTING STRUCTURE xxxx ABANDON STORM DRAB) PPE e Radius: 675.000' •• UTiLITY TRENCH - - De I to: 44.49' 41 " Left 30 ADJUST UTILITY TO FINISHED GRADE Ii1 ` Length: 528119, - Tangent: 278:409 O REPLACE EXISTING GRATE W/ SOLID N _ COVER AND ADJUST TO FINISHED GRADE © OF CONDUITSWER IN AITY TRENCH; FOR ND D LOCATION OF EQUIPMENTZE AND S SEE PT ( 15l 19+48.527 176817.126 1301402.238 5 REMOVE STORM DRAIN STRUCTURE PUGET SOUND ENERGY PLD M i F O QZ PI ( 16) 25+37.862 177406.263 1301417.516 Q PI ( 17) 25+62.321 177450.619 1301420.548 Y O M P1 ( 18) 30+06.740 17TB74.898 1301431.468 ® REMOVE STORM DRAIN PIPE O TELEPHONE IN UTILITY TRENCH: FOR SIZE AND NUMBER OF N 0 C7 J CONDUITS AND LOCATION OF EQUIPMENT SEE US WEST PLANS ze (n 6 Z .`, P1 ( 19) 31+62.637 178030.127 1301445.883 POE t 20) 37+50.022 178617.322 1301460.789 70 ABANDON STORM DRAIN PPE !C CABLE TV IN UTILITY TRENCH: FOR SIZE ANu NUMBER Z 0O • - `LOB,. M 14+59.50 CONNECT NEW SD PIPE TO J OF CONDUITS AND LOCATION OF EOUIPMENT SEE TO PLANS IN FULL EPTH PVMT S. 5TH STREET © EXISTING SD PIPE j Vi OQ . tea. -BEGIN NEW C&G AND SDWK LT AND RT ® TRAFFIC SIGNAL INTERCONNECT IN UTILITY TRENCH: N ¢� Z jF G� MATCH EXST STATION NORTHING EASTING Qg ADJUST MONUMENT CASED COVER FOR SIZE AND NUMBER OF CONDUITS AND LOCATION OF I (j Q , OR RESET AS NECESSARY EQUIPMENT SEE DRAWINGS CH-STHRU CH-4 I Z 0 Z o� Q M'+T 7+00.00 27.5' LT POB ( 30) 500+00.000 176868.582 1301403. 573 I" ) �0 0 POE ( 31) 502+00.000 176874.313 1301203.655 ADJUST EXISTING UTILITY MANHOLE. 1 > E SIDEWALK APER INSTALL NEW 24" RING AND SOLD COVER. I ) I' g 0 GENERAL NOTES a Z e _ - �r __.1. SEE DRAWING PV-1 FOR DRAINAGE I . o -A w M 15*44 43 35 !LT AND UTILITY Y NOTES. m C 148' P_ "i iR CURVE: 2. SEEDRAWINGS PV-6 M� PAV-7 / N M 7O FORGRADING . THE N S. S. 1 �. :; ` '`_._y�� '-�'r•� y GRADY WAY S./BENSON RD. S. 1. I INTERSECTION AREA � o J ) 0 3. SEE DRAWING PV-8 FOR GRADING IN THE MAIN t J li Zos s ^ I ` 2 /W 60 BE N, EXT UDED'. B'. O 20 40 1 N - 0 7 .� ` a 1 AT ACK F CURB RAMP AVE S./ S. STH ST INTERSECTION AREA T 3 R 4 FOR CURB &GUTTER LOCATION SEE DRAWING PV-6. 1 Z 3< , y H' _` Scale Ini Feet TION SEE DRAWING PV-8 ..N u W oa :.� Ss; ; : ` \` \ ` �A 0 _ -- �- --( __{ _.�--� -- ..-�.K..:,�. 5.'FOR, CURB & GUTTER LOCA, .- ... I . < TERN T11 - _�_ - L o d a ! �� �. I " 'y - `� FOR-TYPIe"E-iSL-ANB--8kCTION SEE© o c V(2 \ 1 END E,TRUDED CURB II PVD 1 R/W 8 M 7. CONSTRUCT (DRIVEWAY (APPROACH I (n j R/W W a $E y PER RENTON STD. PLAN F006'(ALT.2) LT AT B K OF CURB RAMP 1 I' •y I�' EXCEPT AS r10TED OTHERWISE 9 J f PER �1TER R v i �. `R � tea.: I r - MLA I. 8. CONSTRUCT i. PLAN RAMPS E I pAEDIAN. C 6 t f' RENTON STD. PLAN F005.1 M 9 CONSTRUCT ALT. CURB RAMP PER I f.. CERENTON STD PLAN F005.1MEDIAN CURBM 17+50 LT I10ENTER 30 DRIVE.W 2 IVE .. AYII M i1LE 1 11 7 T a D MH R' 7O F ET H EXSTC&C4 AND; SDWK I z ANG 4' BEGIN n 1 M !71.79 R�. �. ��,Q 0 S M 17+80.18 0. 51 RT MA C B 614.80.34 22:00 LT. 1 i AN EW K ALTERNATE ..+.. ...,. "� •., ,;` - ENTERAN CURB R ,:. MATCH EXST EE E 4 .. •r .` P T .� ME M 18+21.97 LT _ )4 LT .�` .. ..w• .. _ .. ........... DRIV WAY C o y 5' NT 1 VE z T 9+ R� OCA E HYDRANT I . I. I ): a � v •• t � " rtrr•....., ' END ' SI E ALK AND •VALVE. S ^• i 4 _ w I6Y .�9 ' i' BEGIN 4r, a,:51DENFALt4 " I SEE C. i I ME C B t C3 w r; CB N I' + _ x Op t to C �/ - v, • � 1 3 . s_. _ ; . _ '" - � 5 O rnm I� J7 a _ &RAMPS Tf MH N. � �, - NO -6 ��� NOTE 5 N R ap yr LLJ 04. xxx Z J _ .._ _ ._ ..-•- ----�_ ..._ _. ti, _ SS MH(2) 3[�-� 7 _ _ - 61 w w 3:m 61 00- 7 ) _ 0� N1 Z Ed v 19 MH 9 9 E6 4 .00 0. Q 7 do 5 6 EN R 20'R ti �co`�`v.-_-_______-_- a m ?� � B 615*50 25.00' RT MEDIAN CURB �. N 5 w m22 -11 g ^o 0 o •+ .00 co _ A�NN 0 0.0 ,4. a � _ . . _ .. -Q- ,.., ,VrP�L'flR`1UN' 6 7 8 T 4 .0Y 7 z aK� SEE� BEGIN RE AWING WALL > - _ )' \ MATCH EDGE OF SIGNAL POLE TIB NO.8-1-102(29) �? S. 4TH STEET EEa STATION NORTHING FASTING 1 I 5 POB ( 24) 397+00.000 177591.924 1301619.621 1 0 1 PC ( 25) 397+78.923 1 77515 723 1301599.073 I I Q N CC ( 26) 177546:965 1301483.211 g Radius: 120.000, + w Delta: 76"25'58" Right I Length: 160.080' r I of Tangent: 94.486' I 0 20 40 60 j F- 1 V) Z PT ( 27) 399+39.004 177427.008 1301480.020 Scale In Feet I I _ p PI ( 39) 400+00.000 177428.630 1301419.045 Q Z I 1 Y p M Q POE ( 29) 402+00.000 177433.949 1301219.116 I I I ' NZ Uj Q 1 = 1. [� L - - - - - - - - - - - Z,p QW I 3 a^ oa :.. ..-... I Go;. - Z o z 4TH 4 0� '5.98 R 1 m 1 a > ND UO DE H VM 1 g Z Q " J J BEGIN C&G AND SDWK.- 1- Z 1 p Cl- _: -';-- _ ..MATCH EXISTING ' 1 Z W PAVE AREA WHERE SIDEWALK AND 1 0 m -?-- -- 0 LANDSCAPING HAVE BEEN REMOVED. ( Q 1 2" AC CLASS A OVER 4" CSTC EN—� 5 9 H PVM - 0 �r w3 i (SEE DRAWING SP-3) a �' 4UH 400+45.86 RT , LT PAVE BETWEEN,BACK OF END C&G AND SDWK SIDEWALK AND ACE OF MATCH EXESTIl, u> - xx CENSER 30' DRIV WAY RENTON SCHOOL TRICT _ YY M� �� I BUILDING. 4" PC� OVER 4' CSTC i So ff 33 j M 25+37.5. LT t OZ A� t�nt0n a� oz U'I Inc AND VALVERELOCATE HYDR T S ALTERNATE tNi i I H 400+54.52 I O ;3 ZZ 5 SUPERIOR LINEN I m 9' RT a0 00 C� MENTiCONC:BARRLli CURB >,z l!', c�c� 2 Mm ww - ` I - - - - BACK OF WALK _ _ Y _ W as mm SEE CHD 1 M 25.05:50 'LT I j M 25.97.03 LT (, �� E 5CE RENTON STANDARD PLAN F001 DEPRES=- bRIVEWAY �, J N — _ qo J I S o � � 10' aO,........... .........::....................,.:......rs...f...a.....:................. co � 1 P T C ,� c,:ck ,;. 10• 'I � � 3 ( M' 26 07 41 40.08 L' i , I a--, 5 ' � SEE , W ! -2 l.. ..E..�.. ............. .L.. �{ NOTE 3 _.-s ..1....... , Y 5 ................ _ - _-_ 3 �_ I CFRYICE SILLQ_ 5 _3l�WV<2)y S iMH 3 —. C �j Q . Z - _. _..� _-_' _ - -- - -- - - - - - - ® - SD MH[� - i G 7 _._... ,a � 15 j _ 24•(�0 � "( E8. _ ..� ' b.SS MH 3 .' . _ __ _`. " _... __. T � 1 -1 9 �1E W 1 yy U _.:: _. ^v 5 B 24.75 RT F�8 • ' 7*Vr;r . .. .1_ i �1ra�.'^�'w ... , 3s .Ctk'�"�'>'.�r. E12 , i7�tW H( .y 1 a ■ p�r�r-.��.i�r�rair r�rr� ••'Yi3i_]CfbS's;>"�i'� t..-.`^X'S't ..rr �rrS , 1 5 77 H I 3 - (,QNr RETANINn WAI I _ } E SEE26 :•t: -- 1^� j - L SEE SECTION '', H� IGH NOTE 3 1 ".. 3 �Z A MER TObv3:5'RT 1.. , j x x M x -- - PV-8 BUS SHELTER'iFOOTING CENTER 30'DRIVEWAY r w w to v CONC RETAINING GWAL v_ ; I 1iHill Hll I 1 EXTRUDED CURB ACONSTRUCT T Jr�n SEE METRO DETAIL MNDS•14-67iP 6D5' RT OD 1 PT 4T 39 9.00 BACK OF CURB RAMP V a M 25.33 RT 1 a 63 DRAINAGE STRUCTURE NUMBER CURB RAMS 1 CU 5.94.01 M 5.30:4 3.8' RT / 1 ALTERNATE RT BACK OF SIDEWALK 1. I o O CATCH BASIN TYPE IOR IL $ GENERAL NOTES: LEGEND.: 4TH 400+oo.bo- 1 CURB RAMP m 1. SEE DRAWING PV-1 FOR DRAINAGE CONNECT EXISTING PI'E(S) TO CATCH BASIN TYPE 2 _ ���,� MAIN 99.6 28 ' O 1 Y 4'TH 399.54-4 LT AND UTILITY NOTES. NEW STRUCTURE .. ABANDON STORM DRAIN PIPE ♦ l\ END FULL DEPTH PVM 2. SEE DRAWING PV-8 FOR GRADING O CONNECT NEW PIPE(S) TO UTILITY TRENCH ALTERNATE • \ BEGIN C&G AND SDWK 1.0 IN THE MAIN AVE S./S. 4TH ST EXISTING STRUCTURE 4T 399• 15.4 ' ; \\MATCH EXISTING INTERSECTION AREA Q3 ADJUST UTILITY TO FINISHED GRADE ND SIDEWALK 9 Q > 3. FOR CURB' LOCATION SEE ©POWER IN UTILITY TRENCH: FOR SIZE AND NUMBER 4TH 99+4 1 T % \\ Zo_ DRAWING PV-B. O REPLACE EXISTING. GRATE W/ SOLID OF CONDUITS AND LOCATION OF EQUIPMENT SEE END FULL DEPTH PVM7 ♦ \ COVER AND ADJUST TO FINISHED GRADE PUGET SOUND ENERGY PLANS END CURB & GUTTER w 4. CONSTRUCT DRIVEWAY APPROACH MATCH EXISTING �♦ Q 5 REMOVE STORM DRAIN STRUCTURE TELEPHONE N UTIUTY TRENCH:FOR SIZE AND NUMBER OF \` ♦` g PER RENTON STD. PLAN OTHERWISE (ALT. 2> O CONDUITS AND LOCATION OF EQUIPMENT SEE US WEST PLANS EXCEPT AS NOTED OTHERWISE NEW FULL DEPTH ♦ 00 ©REMOVE STORM DRAIN PIPE - • 5. ,CONSTRUCT CURB RAMPS PER ©CABLE TV IN UTILITY TRENCH: FOR SIZE AND NUMBER PAVEMENT AREA 02' 7 ABANDON STORM DRAINPIPE OF CONDUITS AND LOCATION OF EQUIPMENT SEE TCI PLANS REFER TO kEN7'ON STD. PLAN F005.1 O 3 x ORIGINAL h% O w DRAWING FOR 6. CONSTRUCT ALT.. CURB RAMP PER g CONNECT, NEW SO PIPE TO ®TRAFFIC SIGNAL INTERCONNECT N.UTILITY TRENCH: ? 0 EXISTING SO PIPE FOR 'SIZE AND NUMBER OF CONDUITS AND LOCATION OF SIGNATURES R NTON STD. PLAN F005.1 , a I' EQUIPMENT SEE DRAWINGS CH-1 THRU CH-4 99 u U AND SEALS. ., Q nA 0 7.-SIDEWALK RETAINING WALL SHALL BE Q9 ADJUST:MONUMENT CASE AND COVER �� ♦ / 2S �w CONSTRUCTED AS SHOWN IN THE "TYPICAL ORIRESEh'AS NECESSARY _ On n WP' SIDEWALK RETAINING WALL W" 1" DETAIL I ATTACHED TO THE., CONTRACT DOCUMENTS ADJUST EXISTING' UTILITY MANHOLE. : PAVING, GRADING AND, PV-3 ® INSTALL NEW 24" RING PAID SOLD COVER. DRAINAGE PLAN' 'a"15 OF 45 '�; 7�0-k0-a7oj SCANNED FEB 15 20C2 17 Fad2107 g 4 yR d A i SCALE IN FEET 0 20 a0 W_nwol I I 1 POINT OF CONNECTION FOR DOMESTIC AND FIRE PROTECTION 1 u I SEE CONNECTION CETAIL 4C7 C7 13 I PLAN i I SCALE: 1 m . I 15' wl N Q 5' ,Q 46 wI Z EXIS °tea I SIDE 44 PROPOSED BLDG. 8 SERVICE LINEN =I EL-39.I 42 / FF=41.00 S 40 �2" METER 36 ; SERVICE V 6 -" DI /*A% SECTION i C/C7 1"=5' HORIZ. & VERT. wwp-�)-s9so EXISTING LEGEND PROPOSED CONCRETE MONUMENT IN CASE MONUMENT TACK IN LEAD OR NAIL & DISK BRONZE PLUG RE13AR W/CAP FOUND PIPE OR REBAR FIRE HYDRANT POWER POLE DECIDUOUS TREE EVERGREEN TREE CATCH BASIN W/FLOW DIRECTION M GAS VALVE WATER VALVE SEWER MANHOLE STORM DRAIN MANHOLE WATER METER ❑ SEWER LINE _SS_ GAS LINE —G— WATER LINE — W— RESTRAINED JOINT, ABBREVIATION RJ STORM DRAIN LINE D_ ROOF DRAIN LINE, 1% MIN. R „,,,,- V ROOF DRAIN CLEAN OUT, SEE 2 POWER POLE W/LIGHT . SPOT ELEVATION EXTRUDED CONCRETE CURB POST INDICATOR VALVE NOT IN CONTRACT N.I.C. SANITARY SEWER CLEAN OUT, SEE C7 C9 C0� LANDSCAPE SWALE — • • — ► — g w a I 2" RPBA LOCATED m 6 n INSIDE BUILDING m o w SEE MECHANICAL 0' 6" BEND o , _ o DRAWING M3 AND RJ W/THRUST BLOCK I F- z WATER UTILITY a 5' NOTE 20 w ^--I I (L 15' I DIUS - 1' MIN ION RECOMMENDED FOR APPROVAL BY: j����__DATE: __T_"t_% 2M I BY:-{'—DATE:J Y vo•Z-1 BY: DATE:__ - BY:___ DATE:____ 6" DDCV LOCATED ° 2" SOFT COPPER INSIDE BUILDING SEE I TYPE K I Ld MECHANICAL BLDG. M3 _ _ SEE WATER UTIUTY _ 6.8' 07'' . Z 2" DOMESTIC WATER W NOTE 20. ° METER IN BOX Q SEE DETAIL 15 LF 6" DI RJ ef^ C7 C11 Z J 6�liain:I� PN I 14" W AKq h._ REMOVE 12" CAP AND BLOWOFF Q 2" SERVICE I ASSEMBLY, PROVIDE RESTRAINED 12" ` ~ 12 6 V. I CAP AND THRUST BLOCK SEE/ FOR THRUST BLOCK, TYP. 2" GATE VALVE Clo I CITY EASEMENT 12"x2" TAPP�W TEE 2" GV WITH THRUST BLOCK 12"x6" TEE MJxFL 6' GV FLxMJ 12" DI SPO*L W/THRUST BLOCK n WATER CONNECTION DETAIL C7C7 1"-10' ......11 Sy�"� wy000 CALL 48 HOURS 728 134th Street SW • Suite 200 a •'.2,3;°•''" BEFORE YOU DIG 1 1 1 I Everett, Washington :�1: E1"� 1-800-424-5555 C 7 98204 m/ Ph: 425 741-MIN LEx"RES 10/23/01 07/03/01 11:27 am 1:\21\00\022\1022—CO7.d.9 CANNEDJUL272M1 CD: W-07"—1 C-,9]iG0/,. AA. A A 0 rFOR W 16" MJ COUPLING 16" VERTICAL CROSS POLYPIGGING, REMOVE FINAL CONNECTION, UTD-0-07 NEW 16" 1) RARY 16" PI IIQ REMOVE FOR FINAL CONNECTION TO - � EXISTING 16" DI NEW 16" DI NEW 16" MJ SOLID i RI FEVF COIIPI ING ' PRESERVE AND PROTECT EXISTING 16" DI, UI 212-5 NEW 16" DI ' NEW 16" X 10" MJ ECCENTRIC RFDLICER - NEW 10" DI - - NEW 10" DI NEW 16" DI THRUST BLOCK AT NEW UI 212 STA 8+80, SEE 1 _ TEMPORARY 16" DI SPOOL 1.5' LONG, UTD-0-12 REMOVE FOR FINAL CONNECTION RELOCATE EXISTING TEE, -� VALVES, AND CONNECTING PIPE :1 /NEW UI 212 STA 8+64.70, VERIFY EXISTING NEW THRUST 16" DI BLOCK, SEE UTD-0-05 EXISTING I 16" MJ GV i_ REMOVE EXISTING 16" DI AND BACKFILL EXCAVATION WITH COMPACTED CRUSHED SURFACING BASE COURSE NEW 10" S F VF COUPI INC; NEW 10" VERTICAL CROSS FOR POLYPIGGING, PROVIDE TEMPORARY THRUST BLOCKING FOR TESTING, REMOVE FOR FINAL CONNECTION, SEE 2 UTD-0-07 UI 212-6 REMOVE EXISTING 16" Cl EXISTING 16" MJ GV i EXISTING 16" DI r- REMOVE EXISTING THRUST BLOCK IF REQUIRED FOR NEW CONSTRUCTION �- EXISTING 16" MJ TEE EXISTING 16" DI REMOVE EXISTING 16" DI AND MJ SLEEVE COUPLING, COUPLING MAY BE USED IN THE NEW CONSTRUCTION UI 212-7 A NOTES: 1. REMOVE EXISTING AIR AND VACUUM RELEASE VALVE ASSEMBLY (NOT SHOWN). 2. PROVIDE NEW GASKETS FOR ALL RELOCATED VA VES, A D FI IN S. 3. INSTALL UNDERLINED ITEMS AS PART OF CONNECTION TO THE EXISTING MAIN AFTER PRESSURE TESTING AND DISINFECTION OF NEW MAIN. 4. PROVIDE NEW VALVE BOXES FOR RELOCATED GATE VALVES. ADJUST VALVE BOXES TO MATCF G NEW FINISH RADE. 5. THRUST RESTRAIN ALL JOINTS BETWEEN THRUST BLOCK AT STA 8+80 AND ECCECTRIC REDUCER. 6. PROVIDE TEMPORARY BLOWOFF ASSEMBLY AS REQUIRED FOR TESTING AND DISINFECTION, SEE UTD-0-04 CONNECTION TO EXISTING MAIN AT NEW UI212 STA 8+64.70 NTS UT-0-24 EXISTING 16"CI UI212-6 ���� 0 EXISTING 8" MJ 90' - EXISTING BEND & THRUST BLOCK EXISTING 8" DI - -- EXISTING 16" X 8" EXISTING FIRE TAPPING TEE, HYDRANT ASSEMBLY .> VALVE,AND THRUST BLOCK EXISTING 16" CI UI 212-6 NEW THRUST BLOCK, SEE - E 8" M P G Qp 3 -- - REMOVE 8' OF EXISTING UTD-0-05 8" DI BEHIND THRUST BLOCK, BACKFILL EXCAVATION WITH COMPACTED CRUSHED NEW 12" ST, SURFACING BASE COURSE, AND i PLUG CUT END OF REMAINING \y 8" DI WITH CONCRETE, SEE 2 REMOVE EXISTING 8" DI AS REQUIRED TO CONSTRUCT -' f UTD-0-04 NEW ST AND PLUG CUT ENDS / - EXISTING 8" DI OF REMAINING 8" DI WITH CONCRETE, SEE, w UTD-0-04 NEW THRUST BLOCK "B", SEE 2 UTD-0-05 NEW FIRE HYDRANT ASSEMBLY, SEE 2 UTD-0-02 NEW THRUST BLOCK "C", SEE NOTE AND 3 UTD-0-05 NEW 10" DI - A v Ao EXISTING 8" DI EXISTING 16" Cl U1 212-6 EXISTING 16" X 8" j ' TAPPING TEE, VALVE, AND �' -THRUST BLOCK AT THRUST BLOCK' NEW UI212 STA 11+36, "'NEW TRANSITION COUPLING, SEE CONNECT TO EXISTING 16" Cl. NO THRUST RESTRAINT - — UTD-0-12 "NEW 16" DI "NEW 16" MJ GATE VALVE SUPPLIED BY CITY /. OF RENTON, THRUST RESTRAIN WITH SHACKLE i RODS TO THRUST BLOCK AT STA 11+36 "TEMPORARY MJ PLUG, NEW Sl FFVF COUPIING NO THRUST RESTRAINT REMOVE FOR FINAL CONNECTION NEW 16" VERTICAL CROSS FOR POLYPIGGING, NEW 16" DI PROVIDE TEMPORARY THRUST BLOCKING, REMOVE FOR FINAL CONNECTION, SEE 2 TEMPORARY 16" DI SPOOL 1.5' LONG, REMOVE FOR UTD-0-07 `-/ FINAL CONNECTION - NEW 16" MJ 11.250 BEND & THRUST BLOCK,SEE� NEW UI 212 STA 11+10.50, UTD 0-05 VERIFY NEW 16" DI NEW 16" MJ 11.25' BEND ' & THRUST BLOCK, SEE < UTD-0-05 NEW UI212 STA 10+86.24 REMOVE EXISTING 16" Cl < NEW 16" DI UI 212-6 NOTES: �� < NEW 10" DI I NEW THRUST BLOCK "A", SEE 2 UTD--0-05 NEW 10" VERTICAL CROSS FOR POLYPIGGING, SEE NEW 10" MJ PLUG, UTD-:) SEE NOTE `-0 NOTE: VERTICAL CROSS, PLUG, AND THRUST BLOCK "C" ON END OF TEE AT NEW UI212 STA 1+00 ONLY. 1. INSTALL UNDERLINED ITEMS AS PART OF CONNECTION TO THE EXISTING MAIN AFTER PRESSURE TESTING AND DISINFECTION OF NEW MAIN. 2. ITEMS MARKED '• MUST BE IN PLACE TO ALLOW SHUTDOWN AND REMOVAL OF EXISTING 16" WATER MAIN UI 212-6. 3. PROVIDE TEMPORARY BLOWOFF ASSEMBLY AS REQUIRED FOR TESTING AND DISINFECTION, SEE 3 UTD-0-04 T-0-24 3 G 8- WATER M IN REMOVAL FIRE HYDRANT ASSEMBLIES NTS UT-0-24 NTS UT-0-23 NO. ISSUE DATE ISSUE RECORD -DESCRIPTION DESIGNED BY ENTERED BY CHECKED BY DESIGN MANAGER: J. BAUMAN REGION NO' STATE ♦� �" ��` =1iv ,/ j,s' 9c,5 a/��� DATE P.E.STAMP eox a'IF - -" �I/ Washington State Department of Transportation 1-405 I-5 TO SR 169 STAGE 2 -WIDENING AND SR 515 INTERCHANGE UTD-0-U6 1a WASH DESIGN TASK LEAD: 13.THOMPSON sHPer SHEETS CONTRACT NO. 7624 PACKAGE: RFC -2B WT1 0 1111N0 RELEASED FOR CONSTRUCTION B.THOMPSON B.LATTA B.THOMPSON WATER MAIN SCHEMATICS A 12I11I09 FINAL DESIGN - 26 WT1 --- - B. THOMPSON B. LATTA B. THOMPSON 0 0 In In d 0 I NEW RW 6- i NEW 30" STEEL 65 CASING EXTENSION_...._ .. _:.. _.._ SEE _ 1 , I _. NE W D 60 EXISTING 30 V/... �� _,__._, _... SD NEW S STEEL CASING I ` EXISTING WILL BE REMOVED i ....... 55---- . , ., -•--- ; • NEW UI-212 •- -..:i,_:. ....:........... ..:.___.,._:.,.. EXISTING GROUND A, EXISTING VERTICAL BEND AND " THRUST BLOCK,PRESERVE i .50-- ` D - ------ -- _ ._ -��, r -:_-• AN PROTECT / EXISTING 16" DI ` WATERMAIN UI-212-5 45... �.' BACKFILL EXCAVATION UNDER EXISTING CASING AND CASING EXTENSION AND UP TO ........_ CASING CENTERLINE WITH CDF 40 . ...._ + v............. 1.... �. a HALF BLOCK w' AT WATERLINE LOCATION -REMOVE EXISTING •... ...... -- END SEAL ......... 30 _. _ . _ _ .._ _ ..--- 100 90 80 70 60 SO 40 30 20 10 0 10 ZO 30 40 50 60 70 80 90 100 -----�-----.----.-s-.----------- .s .. .......... .. ........... .. . .. ._ ,_ SECTION AT EXISTING U1212-5 A UT024. 0 10 20 0 5 10 SCALE IN FEET VERTICAL SCALE IN FEET NOTES: 1. FIELD VERIFY ALL EXISTING MATERIALS, CONFIGURATIONS, AND CONDITIONS BEFORE ORDERING NEW MATERIALS. 100 2. CASING SHALL BE API 5L , ASME B36.0 STEEL PIPE, 0.5" WALL TO MATCH EXISTING CASING. 3. CASING SPACERS SHALL BE CASCADE WATERWORKS MFG. STANDARD 95 CONFIGURATION, 8" WIDTH, WITH RUNNER HEIGHT AS AS REQUIRED BY EXISTING CONDITIONS. NUMBER AND PLACEMENT OF CASING SPACERS SHALL BE AS RECOMMENDED BY THE CASING SPACER MANUFACTURER. 4. PRESERVE AND PROTECT THE EXISTING 16" DI WATER MAIN. CONSTRUCT THE CASING EXTENSION AROUND THE EXISTING PIPE. 90 5. CASING END SEALS SHALL BE CASCADE WATERWORKS MFG. NEOPRENE WITH T-304 STAINLESS STEEL SEALING BANDS. 85 80 75 70 65 60 55 50 EXISTING 30" CASING STEEL CASING EXTENSION HAI VFC END SLAL EXISTING 16" DI CJP CASING EXTENSION 45 CASING -_--- — CASING SPACER EXTENSION SHELL HALVES CJP, TYP 40 -•- -•-- - �� STEEL CASING EXTENSION 35 WAITER STING MAIN DI 16" DI PIPE BELL BEYOND 30 1.5" MIN CLEARANCE BETWEEN PIPE BELL AND CASING CASING SPACER RISERS AND RUNNERS SCHEMATIC: SECTION CASING EXTENSION DETAIL NTS UT-0-2 4 NO. ISSUE DATE ISSUE RECORD - DESCRIPTION DESIGNED BY ENTERED BY CHECKED BY DESIGN MANAGER: J. BAUMAN REGION No. STATE `� Z^b �.�, P,4 �I/ g -" g, �`CISTE��k�"� Washington State FSS/ONAL Department of Transportation DE STAMP BOX WTE 1-405 I-5 TO SR 169 STAGE 2 -WIDENING AND SR 515 INTERCHANGE UTD-O-OS 10 wash DESIGN TASK LEAD: B. THOMPSON S.EEt OF SHEETS CONTRACT NO. 7624 PACKAGE: RFC - 2B WT1 WATER LINE DETAIL 0 01/11I10 1 RELEASED FOR CONSTRUCTION B. VANDERAA I B. LATTA 1B.THOMPSON 0 0 N m d tD Lcl 0 0 N i <%t #6@12 EW I SEE DETAIL e I I i � I � \ I I I � i I I I 20" OD ASTM A53 GRADE B, TYPE E OR S PIPE WALL THICKNESS =1/2" I I I I I I I PL 2"X4" ASTM A572, GR 50 I PLAN 1/2"=1,-U' STATION 8+80, 13.8' STATION 11+36, 17.9' #6 REINF, SEE SECTION VIEW FOR SPACING CONNECT TIE RODS AT 8 SHADED BOLT HOLE LOCATIONS, AS SHOWN. 3-#6@3" OC EA SIDE #5 HOOP 26" DIA OF PIPE, EF CJP SEE NOTE 3 4 • • • - I • I • • • - CJP SEE NOTE 3 15/16" DIAMETER BOLT HOLES, BOLT HOLE PATTERN AND ALIGNMENT TO MATCH ADJACENT MJ BOLT PATTERN. CONTRACTOR TO COORDINATE ALIGNMENT SECTION 1/2"=r-0" 246 EA SIDE 3-#6@3" OC EA SIDE OF PIPE, EF OF PIPE, EF TYP DETAIL A A572 0 NOTES: 1. EPDXY COAT PIPE & FLANGES PER AWWA C210, HOLD BACK 1" FROM WELDED EDGE. >-#6@12" OC 2. FILL AREA BETWEEN PIPE AND PIPE SLEEVE WITH POLYETHYLENE FOAM. 3. INSTALL PIPE SLEEVE IN TWO HALVES AND WELD CONTINUOUSLY ALONG LONGITUDINAL JOINTS, AS SHOWN. THRUST BLOCK DETAIL NITS UTD-0-U6 1 NO. I ISSUE DATE ISSUE RECORD - DESCRIPTION DESIGNED BY ENTERED BY CHECKED BY DESIGN MANAGER: J. BAUMAN RE(l�oN NO' STATE,�j ��N•wnV4�F` v,� Pq '" g' ¢ 'CJr ���ER� �y�"p F4 AL oa DAM pE 67,Wp fi0X 33 r i �� ' CIA -" Washington State a Department of Transportation `a An lnkgrafed TtansportaGaR SoiuBon I-405 I-5 TO SR 169 STAGE 2 - WIDENING � AND SR 515 INTERCHANGE UTD-0-12 to WASHQ-o DESIGN TASK LEAD: B. THOMPSON — CONTRACT NO. 7624 PACKAGE: RFC - 2B WT1 THRUST BLOCK DETAILS 0 O1I11I10 RELEASED FOR CONSTRUCTION B. VANDERRA B. LATTA B. THOMPSON 0 v N 01 90 80 70 60 90 Up FH, SEE UTD 0 02 UT -0 06 t � l_..... —.. .. I .... .�. _ ._. _ _. _.. ST _X. -� 1+SO 124 2+00 91 -- - REMOVE EXST FH 1 92— ' S' 05 To TALe T RD OFF -RAMP 93. 2+S0 EDGE "L 0 $t X� OF PVMT' INEW UI212 STATION 1+18, IBRS IRELEASE VALVE� -04 NEW AIR AND VACUUM 123+00 11.00 RT z UTD--0 NEW U1212�X STATION 1+00 �0- { X I � I � UTD 05 D`0 5 i 4 ` ST � , 4iX � m 1, r s x k X� X SEE NOTE�_\B {I } EY ` tea\ v �. v x X x xT - X --x— - x x� RW 13 _ FH, SEE _�• . SEE NOTE 4 UTD 0-02 UTD �N 06 / -'< _ f f i 57 5 �. f -ST—ST—ST—ST— ;- ,. Z W - -� 8T gT n `gT __a-.. _ _ . yi 25 3+00 BENSON ROAD44 3+50 127 ; g+00 �. 4+00 5+50 y 4+50 1 0 - +� St ST }� Sty t;, 1�-NEW�UI 2 ST.00 RT 60 0;;20.: 40 L %a ST ST �� �X—L_X I I 'I t z�. -I- ST S7 ST I SEE SCALE IN FEET X x— l x- ST S7 �I sr — sr S7 _-1�1 UTD 00. 5 NOTES: - - E NEW BENSON ROAD l EXISTING GROUND 1.' SEE SHT; UTD-0-01 iFOR GENERAL NOTES AND LEGEND 4 ) 5. SEE UT-03 AND UT-04 FOR ADDITIONAL UTILITY ABA14DONMENT INFORMATION TION - - -- =' - - FINISH GRADE i.._ 2. COORDINATE ALL WORK WITH CITY OF RENTON WATER' - '. - DEPARTMENT. CONTACT ABDDUL GAFOUR, 425 430 7210. ! _ 6. UP TO A 2 WEEK SHUTDOWN OF THE EXISTING 1 I 1 ; f CONNECTING WATER MAINS IS ALLOWED FOR I I j 3. I COORDINATE NEW. STORM DRAIN CONSTRUCTION AND 1 EXST SDABANDONMENT AND REMOVAL WITH WATER 1 INSTALLATION OF THE NEW WATER MAIN. NOTIFY j THE ,COR 2 DAYS IN ADVANCE IF ADDITIONAL :.....__..__.... ! _.__.... :-.____,_.._._.�_. ._ __..__._..._^_._•-___.__,_ _ _ MAINS DRAIN HEE M . EE AGE_..S T$_...__..._._._.... �, _._. 3t MIN Cb:3 4. EXISTING UI 212 WATER MAIN SHUT DOWN SOUTH OF 7. USE -COMMON i BORROW; COMPACTED TO 95% STANgARD v `�' TTP WAY !. COORDINATE COMPACTION, FOR ALL TRENCH BACKFILL. WITH CITY OF RENTON WHEN REMOVING PIPE.: EXST!.WATER -UNDER. WALL_.0V-..CONSTRUCTION- ...... _.......... AREA.PLUG END OF-EXST WATER ABANDONDED IN PLACE. w _..._ _...._..... ..__ _._...__ NEW _... ' SD I � I _.._..._........... .__.. i___.. __._.._ _..__., _.. I _ ..._.....__. E_.._ _..__......__._._ _.. i ' � i - -� 3 SE UTD�O i i 4_. W _........_ EXST O �4 I —.._.._. o _..._..._.—..._....._.._ I �..__..._ NEW U1212 I WATERMAIN. i e+v j CL 52, 10"DI. o ON --"'—E. ..ism p ........ _ .. ....._..... 4. ..__.._........ ..__...._..._ ._ _._ — _. -- .. .. _ t EXS SD I LI I H I7 i O 1 LD l EXST SS a i i I i DA T U i....... } I s .__...._ ! ..._..._ ..._.... -q.._._.._..._..}.... i _.. .. . ......... �N E111/ SD . ._..._.. .. .....I,o ... _._ _ . _ .......... ...� 1 0 5 10 VERTICAL SCALE IN FEET (NAVD)`88 I r I 90 1 80 1 70 1 60 1 NO. 1— ISSUE DATE c ISSUE RECORD - DESCRIPTION vv DESIGNED BY ENTERED BY 3+uu CHECKED BY DESIGN MANAGER: J. BAUMAN REGION NO. STATE 4+UU i.�, 9T, a.�'�� FSS/oNat�' DATE I p.E.9TRNP eox 5+UU -�I/ Washington State Department of Transportation An InregratedTranspoitation So uNon 6+00 I-405 I-5 TO SR 169 STAGE 2 -WIDENING AND SR 515 INTERCHANGE UT-0-23 10 1 WASHN�. DESIGN TASK LEAD: B.THOMPSON SHEET JF SHEETS CONTRACT NO. 7624 PACKAGE: RFC - 26 WT1 0 1 01/11/10 1 RELEASED FOR CONSTRUCTION B.VANDERAA J.TYLER B.THOMPSON F_ NEW U1212 PLAN AND PROFILE A 1 12I11/09 Y✓ FINAL DESIGN - 2B T1 B. VANDERAA B. LATTA B. THOMPSON 0 M 70 60 50 70 60 50 7+00 8+00 9+00 10+00 11+00 12+00 ISSUE DATE ISSUE RECORD -DESCRIPTION DESIGNED BY ENTERED BY CHECKED BY DESIGN REGION STATE t.. MANAGER: No. 1� 6-INVQ�F 1 ! �! a `' 1-405 UT DESIGN J. BAUMAN to wnsN 3�„ 's"iy P - e I-5 TO SR 169 TASK LEAD: MAPSTAGE 2 -WIDENING B. THOMPSON CONTRACT NO. ,F�'GISTt �� Washington State AND SR 515 INTERCHANGE SHEET PACKAGE: SIONAI c Department of Transportation OF 01/11/10 RELEASED FOR CONSTRUCTION B. VANDERAA J. TYLER B. THOMPSON RFC - 2B NVT1 7624 DATE NEW UT 212 PLAN AND PROFILE SHEETS 12l11/09 FINAL DESIGN -2B WT1 B.VANDERAA J.TYLER B. THOMPSON V.ESTAMP BOX Nnl.��e�r.=.tc�F:anspaa:'.nr,Sr.�.un,•. T EXIST. 12" W / J / EXIST. 16" W NOTE: BEFORE THE 16" IS CUT FOR CONNECTION SHOWN IN DET. 1, SHT. UT7, THE 12" CONN. FROM THE EXIST. 16' W. IN HOUSER WAY TO THE 6' NARCO LINE MUST BE COMPLETE AND IN OPERATION. SEE DET. 1, SHT. UT27 k DET. 2, SHT. UT20. CONNECTION SHOWN IN DET. 1, SHT. UT7 AND CONNECTION SHOWN IN DET. 2, SHT. UTB SHALL BE ACCOMPLISHED DURING THE SAME SHUTDOWN OF THE EXIST. 16' W. SOLID SLEEVE REMOVE AS IN PLACE -NEW 12' WATERLINE \ Z'NV. U /TRANS / EXIST. 12' W COUPLING GC EXIST. 16" W, / NU I E: INSERT PIG, PROVIDE TEMP- / ORARY PLUG AND TEST 8' LINE PRIOR TO CONNECT ]ON. DO NOT CONNECT B" LINE UNTIL 12" LINE b/ i SHACKLE ALL JOINTS TO CROSS -TEMPORARY PLUG THRUST BLOCK W/SHACKLE RODS 6' GATE VALVE 24' BUTTERFLY (MJxMJ) VALVE IN 16'x6" RED. CHAMBER 6' W TO HYDRAN NEW 24' 24'x16 CROSS (MJxMJ)ASSEMBLY WATERLINE (MJ)� '� �� 6' GATE VALVE 1• MJ PLUG 2" -- -- - - - TAP FOR INSULATING--BLOW-OFF < FLANGE PLUG AFTER Z2�-4" TEE TESTING. m z INSTALL 2" AIR AND cYi a _ (MJxFL) VACUUM RELIEF VALV fSHACKLE ALL JOINTS 24' CROSS �MJxFL) BLIND FL ON 16' BUTTERFLY VALVE TEMPORARY BOTTOM. BLIND FL W/2' TAP ON TOP IN CHAMBER PLUG — — — — — — — — — — — — — — — — EXIST. 18' W PLAN — BEFORE CONNECTION (CONSTRUCTION PRIOR TO PRESSURE TESTING, PIGGING, AND PURITY TESTING) 6"-45' BEND (MJxMJ) GATE VALVE 24' BUTTERFLY xMJ) VALVE IN (6' RED. CHAMBER xMJ) I I cq In cI 24' CROSS ±I 24" S' TEE (MJxFL) H THRUST $LOCK MJxFL BLIND FLANGE ON OM. BTU LIND W/ SHACKLE 8' GATE VALVE (MJxMJ) FI FLANGE RODS 24' CROSS 3 rnl OAO-,-G,-, 16'x8" REDUCER MJxFL BLIND FLANGE ml (MJxMJ) ON BOTTOM. BLIND IANGE W/2" TAP ON TOP �i NEW 24" WATERLINE 24' SPOOL k. .• (PEXMJ) I. " —� 124"xi6' INSULATING FLANGE _ MJ PLUG 211zl 5' 91h: :"I. CROSS (MJxMJ) XT i- STA. 1+19 _ In < 6" GATE VALVE I " x I (MJxFL) r EXIST 16' G.V.-I W/ BYPASS TO BE REMOVED I 16" BUTTERFLY VALVE IN CHAMBER = 24" BUTTERFLY I VALVE IN CHAMBER TEMPORARY PLUG SHACKLE ALL JOINTS 24'x6' TEE (MJxMJ) 24" CROSS MJxFL BLIND FLANGE THRUST BLOCK ON BOTTOM. BLIND W/SHACKLE RODS MANGE W/2" TAP ON TOP 24, SPOOL (PEYMJI� 6' W TO HYDRANI ASSEMBLY 6" GATE VALVE MJ PLUG 2" TAP FOR BLOW -OFF GJ -24'x6" TEE I INSTALL 2"AIR AND F- SI�JxFL) VACUUM RELIEF VAL SHACKLE ALL JOINTS ALL JOINTS . � 241CROSS (MJxn) BLIND BLIND FL ON BOTTOM. BLIND FL W/2' TAP ON TOP _ EXIST. 16" W _ —THRUST BLOCK W/ SHACKLE RODS (TO BE IN PLACE MIN. 48 HRS. PRIOR TO CUTTING EXIST. 16' W) SOLID SLEEVE �16' SPOOL (PE) 16'x12' REDUCER J (M J) -ALL ALL JOINTS 'L8"RFSTRAINFD .IOINT PIPE ON SAME ALIGNMENT AS PLAN — AFTER CONNECTION EXIST. 16"W. USE EXIST. 16"W AS CASING PIPE, INSTALL 8" RESTRAINED JOINT PIPE IN CASING. CONNECTION DETAIL HOUSER WAY S. & MILL.. AVENUES 1 N.T. S. UT7 SOLID SLEEVE ;a 6' SPOOL (PE) ��/ /v/ 8'-90' BEND (MJxMJ) CAP EXIST. 6' W AND ABANDON IN PLACE 6' 11Yi BEND (MJxMJ) NEW NEW 24'-- 24'x18' CROSS WATERLINE / (MJ)� / INSULATING / FLANGE 16' BUTTERFLY VALVE IN g a CHAMBER / 16" TEE / (MJ) aXm TATE FED. AID PROJ. NO. " * HIGMAY DMSION 10 WASH — ACF-405-3(700) 2 AS 2 BUILT T PLANS ONLY L 90W069 /i 17 / f GIST. ADM. R.Q. ANDERSON /30/90 REVISED DETAILS 1 It 2 DNP 0ON"'•'m 1110p1 - - - -- --- _ - - APP'n 3 8.5 5 Ar - W TiZ- Z- do 1 1 fI I I I 1 1 21 20 19 18 17 16 15 14 I I I I A I 1 .I j 1 13 12 11 10 9 8 7 6 PLAN — BEFORE CONNEC N \\ (CONSTRUCTION PRIOR TO PRESSURE TING. PIGGING AND PURITY TESTING) \� EXIST. 8" W 24" CROSS a MJxFL BLIND FLANGE � SOLID SLEEVE OR TRANSITION COUPLING THRUST BLOCK SHACKLE ±I ON BOTTOM FLANGE W/2 BLIND TAP I ? �8*-22YDBEND(MJxMJ) RODON TOP I� ;I 8'-22V I BEND I I 8'-22'h BEND (MJxMJ) ml (MJxMJ) I i I�8'-45' BEND (MJxMJ) 8' GATE VALVE (MJxMJ) REDUCER (MJxMJ) _ _ _ 4 MJ PLUG .`-� I NEW 24' WATERLINE c :• SOLID SLEEVE I. INSULATING FLANGE v 3" GATE VALVE ;MJxFL) j: 4'x76' CROSS (MJxMJ) 2' STA. 1+19 Z 16'-90 BEND i6 BUTTERFLY m � (MJxMJ) JT1 � VALVE IN CHAMBER ?c II 16'-90' BEND (MJxMJ) CUT & CAP 17, SHACKLE ALL JOINTS 3 SHACKLE ALL JOINTS — 24' BUTTERFLY VALVE IN CHAMBER A mla 15" CONNECTION HIQ� BLOCK FOR BOTH VERTICAL A LEI<a AND HORIZONTAL PLAN — AFTER CONNECTION I. HAUC NEW 24' SECTION A —A �Ir (NOT ALL ITEMS SHOWN) I NTS CONNECTION DETAILS. 4th ST. AND MAIN AVE. S. N.T.S. UT6 R137 ox�088 Washh oon State Department of Transportation U08 RoaeWater Engineering, Ina OR 405 TUKWILA TO SUNSET BLVD CEDAR RIVER PIPELINES -RELOCATION WATERLINE CONNECTION DETAILS I I I I I I t I I I 1A i 1 1 1 6 7 8 9 10 11 12 13 14 15 16 17 U T19 W VEV Ifb 3S17 Rvos,� 1 jl 18 19 a ITIB NO.8-1-102(29) a o 0 9ll N 1'-0 ,( 1'-0 1'-0 2T-0 1'-0 I 21'-0 w w3Y % 1211�" PIPE (INLET) 3z wo (L VI ~~ y F v �(nM ~ to 12" PIE ---I I/M 19-95.55W QJ (OUTLET) F- 33.00'LTZ] to > vi F-- W I n I I Q wo 24" DIA CLEAR ACCESS - - - - - - - - - - - - -.1.—--------- - ---------------------- - - o j WITH LADDER 2 PLACES j r Z p SEE STD PLANS T M 19.95.55 I n 12" PIPE 54.00' LT o CD Y z (INLET) / I , - 1 / I �7 n J R 11) m I I I C, I 24" DIA CLEAR ACCESS WITH LADDER 2 PLACES 12" PIPE ) 3'0 SEE STD PLANS (OUTLET) I 2' 0 LL-zm PLAN VIEW PLAN VIEW a T p ;8 A, L4 RIM EL 43.83 wrl RIM EL 40.39 �c' $ ;� m RIM fL 43.4 wwl W' < RIM EL 40.05 Z; V) a2" PIPE' p CL (OUTLET) 12" PIPE 12" PIPE TYP — - - TYP — (OUTLET) o (INLET) j INV EL 38.38 12" PIPE I INV EL (INLET) 35.86 I I g INV EL 36.78 _ o I` INV EL 34.26 0 iz. E !� i GALVANIZED 12" RISER :::,/-GALVANIZED 12" RISER �6 STEEL LADDER STEEL LADDER 2 PLACES 2 PLACES SEE STD PLANS SEE STD PLANS EL 33.4 EL 30.86 i mmEn mth Enz in, 1-0 U a- 6" MIN COMPACTED COMPACTED - r�-r 6" MIN COMPACTED /\\ \-COMPACTED ' w CRUSHED SURFACING SUBGRADE CRUSHED SURFACING SUBGRADE V BASE COURSE BASE COURSE z SECTION .VIEW SECTON VILW �-270319 ;m - NOTES! NOTES: 1. SEE PANEL VAULT MANUFACTURER FOR DETAILS NOT SHOWN, CONSTRUCT TO MANUFACTURERS INSTRUCTIONS. 1. SEE PANEL VAULT MANUFACTURER FOR DETALS NOT SHOWN, CONSTRUCT TO MANUFACTURERS INSTRUCTIONS. Q 2, DESIGN LOADING SHALL RE HS25. 2. DESIGN LOADING SHALL BE HS25. REFER TO Q ORIGINAL r- � DRAWING FOR WET VAULT B-6 i11 WET VAULT D-5 t L \ SIGNATURES 1"-2.500' PV-2, PR-1 1"-2.500' PV-2, PR-2 AND SEALS ! m' W- WET VAULT PVD-3, 760-re0- o DETAILS '24 OF 45' A/' - t2oJl? ScAtMOM 15ZM2 I 77, FR 21' N N � 04 N " < a � a �. I s a_ � � IrJ a a 4 \ Q � J CL N ' Lu � W C U = = Z a a $ O LLJ f to K — G C:: LU Lu W N m Lf) r U) ao 8^ w z y� O� 30 E-z aw w as c� x E dip P, E CFI c d dV >i II � �CK D AS -BUILT CER11FICATION I HEREON CERTIFY THAT THE HORIZONTAL AND VERTICAL _ ��� /K LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON � ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME OR UNDER MY DIRECTION. h 1 &/ 121+29, 5.2RT MNW54 MN STA, 121+16 5' RT NE z F.D. RINCEL L.S. 23613 DATE:RI 1- NE = 3Tv3 31.53 �� """ •n'� MN SEE 37l£ET 3 9I .�9J. t 39.29 IE !2• w . 30.1v 31.43 117+00 118+00 119+00 120+00 121 +00 45 ..................................... .. .... ..... ...... ...... ... .. ..... ... ..... 121+84. 9.1'LT . ... ... .... ........... .. .......... .. ......... ..... ................ NEW 54- _ MH RIM = 40-0(�t 40.27 - - IE 12" E = 3f:B43 32.1 :4O : - : - 2 SW 32. _.... .:........_.......:........ ................... __... ..... .... 0 c S u 6 li , _ 31.44t 00 �q o MN (SEE SNE£T 8 - a - ..... /-;EXISTING SURFACE ELEVATION YO .w EXISTING SERFAGE EIEVAitON- 35- _..._....... ....... _ ........ ...... .. L :3 4 57 302 F OF 10" PVC O 0.76R 0 - 0 0 - _ 30 - _ - - _ _ _ - - - :p 0 194 3(LF .......... .... .... ..... ................ -. _ 0.27R � REMOTE f Of 12• PVC O,_� 30 X61NVG 12� SE PVC O ON6[ ._ ........ .. - --_ .._ y1 EX6TiNG MH STA 119+3U.89 5.4 ITT : Ex. MN:STA 116.49.47. 8.04 LI - RIM - w - IE N - 247 31.25 Ew5 uc uH Sia 11 +31.78 9.44" i - 25 IE (E) i 28.20 IE S = 304 30.80 E NMM El 8.19 ..... ..... ... ... ..I (W) . 38.20.. .... .....:.. .. ......... ...... ....... ..... .... .. ....... _ .99.. ... .. .IE.E � 29.0 ........:........ - .... ......... .. ......... ..............-.--......... ..... ............. .... .. E . MH TA 9+45. 1 WtlII m IE W = 31.20 !E S 29.7 RIM EL - 35,01 I STA 5 +2 1 0 T IE W:= 29.0 IE:(N) = 29.90 - RIM F,l) 29. 1E:(S) = 30.10 IE (N@S) - 29.80 IE. (E&W) = 28.10 SCALE - __ ..- _—.._._ _ .. .... .:. ..... H Vert. 1" = 5' = SHEET 4. NOTE.' DISCONNF,CT EXISTING SIDE SEWER FROM 15" MA/NIUNE ON NORTH SIDE OF SWET AND RECONNECT TO NEW 12" MAIN LINE 09,M. �919-33E SET CACKLED SQUARE . INT. INT, 9ACKWALKS AT NW C CDR. INT. 6 S67(k MAIN AVE 6 CIEV.V.-{1.02 o m I ml m I J J J-!! / y SCANNED JUL 2 7 2001 n- V�� JTA. �13] S ALND F/RE N(YgR� �� C6Arl Y.F[EYf/FL �EA/ll -------------- RIW D/A. 1tl•91.DO / U vFy„ AS' BEND (AO•W) STA O.Ai I � I ' 73i' IXIs55FP CDUP4JK , ST O. GE 4 , LF .f a' C.1. WATCR PIPE I I b I LF <-C.I..—Le (PE•PE) a'C./. 45• B. (Ml•Ml) 5FA D.qo I a- CI. 90'e ,46 (MI.MJ) S 0.4a5 U L.F .4. G'C.I. MrM POE Cr,) BLP-4 C.I. NVPLE(PE•P9) etiG'C.I. TEE CAII .8. C.11 PLW ( ) ' < K'N F E Pfg NE veD YALV-1 (ft rNIN{2 2 I V Y A$'N/MJJ'E. efQ� •ILCROJ9 Q , i0. E9.10 r GA/l YwlY! B�ALL NF/- I ,rYAULr.!'dYM99 A._9EAE 5. 3R0 ST. � r `-�� � g _ -- --- — `----_-----------g----- -------- --------------- — __.x--_- —�_ •—T jr ° o• ——�� vgRr.-------- ----- - - - ----` - - -- - - - - - - - ---- - �L 1 VERT. a"C.1 AS° SEND. (M)• F:) . � ___- - VERi. 6 Gl. CS. 9END C.J. MJ)-___-__'- -- -� y-----may - - --� ,� Q -- -----�------`- - -- -- a y@ I 6GY SlS•3. J/E fef€ (AOaIDPNED� 11 LF d e c.l. ww.ew-NR (*+) ; I p C F 1e• aENO cM..M1) sfA o.a5 I TA. O.JO.E A<'C.N w� R FrM I I J`NYI] F/RE NyORANT (M!) ' e c.l, u• Re D (MJ• M � sew e• M 6q-C.L rEE E/ 66'rC%VNI(PPL E(Pf• e.G'C.I, TEE (AJl MJ) E•h 0.87 I r R a"C.I. PLVG (M)) Of LP - G- C,l. NIPPLe (P£•P£) j G" C.L BO• BEND (MJ• Ml) '1 1 LF - 4" C.I. NIPPLE (P6-PEi 7.20" DRE5SER COLIPLING , 5.a 6.5'a II e I I ' SCALE 57'A *s a:c• C.I. TEE(MJ.FL) a 6"GATE VALVE (/2.Ml.) I I 1 I S LT .± 4 • C.l. wowPIPE ..MVD PLR£ HYDRANT (MJ) 9•C./ SOLID SLEEVE (LP) M 7.2d DMR C PL Sv. 0•-E ELF .F 4' C.I. I- 4-c.l. 90' 9e ND(MO• MJ) 9i. O.— 2 LF - 4' C.L viMLE 9 `4' C.I. Tee C a• C.I. PIUG (MJ) - _ - __ . 6'�T€Yf1L46 (N�IL)PFF.KfeFCUPd) MJ) w .I, TE e.. ., STP o.ST ELF- W C.I. NIPPLE I C.I.C,I. 9D• BEND e MJ) I LF - 4- C.I, NIPPLE T.2D" piE56ER CouPLMG• 51: 0.39 r B"C PWG CMJ) $fi 0•37 Slu 30.00 . 5% 32•5E Wow 24Z5 • WO- Z450 3M 27.93 1, 51. 30.OD WO o L4Al a W0F' 2451 A5BUILT t'zLy 3-I-15 _,, C._, CITY OF RENTON ENGINEERING D E P A R T M E N T W - 367 --- 50UT1L! 3RD .5TR, From M115 AVE 5. tv MAIN AVE 5. DNtD Dwr�_� nLe No DRA Yu G e sewLeL=2D' wPP110VED ei�e1__� R.R. (CROSSING NO 3. E �I •.� 7Fh AVENUE in SC414: Ha 1•-/0' mI �-',S Exist 24' Storm Drain 143* deep Asphalt over Brick PrF ei '. - --- _ _ b __.- I a V \'.T�,Fommow Pvf.. W.V. \ I 370 /03.950 /! s^• L, -Depth Met K ..r �h �3I�Y� w � - - I /B"5b•eer,> n!7 _ _ _ /8'CLP 5' /J' _--_ I 5/ope-0.o08 -� _____ ___ _/3_ _ 5 I� ^ ,it co b ii __. 8,'J'. Drl!lin9 or• .bcKlrw __ _ _� � � �, g '..�•�" i F � I /C F4} Corr. M f./ Cult Hae /4 Gax _ - ,[ Q` ;i t r{e W gyp' IN5TALL /N COHFORMFINCE To NOQTHrwv PAC/F/C RY PvmiffT N0. 8686i b VICINITY MAP m — I __..__—.-- � �• —_ 'n t 6'/'rrq NJ 3 2 /py � / E ri6 /4"G✓ C I. I I I I I i S'10 /04"05 / ' I _F/0 /04.07.0 t l4"x 14%14• Tee 14" F1gd G. V. j W'ilA Arpan-on N ' I 18"114' Red. M.xxr a.S• rr`m ' I I b vp 0 Pro• �,1 i Sla. .4�3•B50 Itel � /8'22%1'Be.at Mz p A enn'M7 Yer/r[°/ x� xI ct o ex f 4"'4've I4. I a�iaFH Exlai 6' "' .r Llne �� W W «I Ex,st 2' Wtv Lim � I Ex¢L 3IV /�i • ,� I - t r. ;� — � Exist. IZ• S+arm Sever � _— —Q E+ 9 6ese M/ve ` — — T h �T Ems' r'�" � � I I a7 .. - ExbtO"SevwrZ — 1 J 6th $T Ex. 4' s •,•6eaueer M] M7I DETA N } I e•.e•.L^ne NJ^MxrM dl ' N I Q # 2 e• �!• Bead MA M7 n`�V Jet, F� .....�/ UI W /B` I I . ",M -•B-tee All�•S' B'v6R.d.c 7M7 0 � Cn `I "_ C' .' -.__ - _ _.--- B' 45• Bend AV \ 0 h p Q C h F I , � ae�+ yrt,• , , I I 8•6°h YaMe M7 ke AU DFrAIL W •D g1i.y _ -_ y Sia 93.58.0 End Ca. p .� h - , ' Q.P 93.68-0 Fc✓'Tyci y�l ,; � , � � S 9 •7B.0 n Ca 42 �, ��1 /8"CLP 30' Pow Ti°c/• '.. �� Q •tIW Z M hcdoa\6'•6%L'ree HJ 4 $ 6N � 6 -Cal, Yore t- .. CO �• S'ia 90,90..3 �..:yy ` P /B'•/d"!"Tee 03Yancco/ - �iyeg rannect to Ea',�t ° Q 6' 9J• Bend M7 Yertzol e 4' water F 6 bole MJ LEGEND tK 6"' 9r Aeo'Pc•r MJ \ East. Pumping �• . / I Install.• 8'r4• Red. `+ see Delai/ Abore 5to' ; ✓ eca S/a 9s•85.0 - - Ikemrve Exist. I ^ 6x8F6" TECNI• _� '0\d 0 4• E I +SS'or8'r1.P QF / ; I \ ✓� A' %2QQ8 �G- Fit T W,.9TER LATE UHL I/E x F•M. Rebcol l��/ , T - , e p/qce New Pipe over Sew r Plpey i `+ EXIST. FIR,' HYDRANT _ _ PNm P�Iw ueder z+• srorm ser.�er � ,. � e+' GAS LINE Ewe+ z• awler Lxx +b ee at,,w:.,,aa _ WATER LINE —6— s6'fom surl. to bo+lem of Pipe) - - - -•0*5 --- STORM OR SAV7,9RY SEWER --- - - —E MANiaGLE EX/5T/NG CATCH BRSIN rc �, x� 11.a } # `� c Ex15T//J6 UTIL,FTX• POLE S Tth $T eD , - - - -� ' P.R. CROSSING N0. 4. Gas Ime fl'Norih of P.t -" 6' fnm Surf. to lnv of P,y,• ` -, _ - � w 20'of 30' Corr. Arleta! Cu/� Pipe under Spur frock -18• C.I.P. 7.0',Y /90'of 30• Cart: Metnl Cul Prpe. 14 60.` ` ' -� ri ;4 /.� CITY OF RENTON OF CONC. CUR6 i \' ! f42"Cover) SEE R. R. CROS /VG N� 3 A801/E UTILJTIES DEPARTMENT EQUAT/oN e• O DOWNTOWN GRID -------- Sfa 91+83.5 BM" FEEDER LINES JOB W-20 Sfo 9/v35.d --- sia 9/•OD. 0 Ahd /8" CJ Sleep MJ. COFISl1LTING ENGI!lCFR I . TE: n..a Zr,rYr1 SCALE; I'-b0' RICHARD E. WOLFF 1500 SMITH TOWER SEATTLE 4, (i M n'.N 2-09" 9tYL Of'UTILITIEb ITt [NW OF AE'+fg1 •46 ,r— Lc.. N i - auras � I I I I I ,�, ! I I I:� � I I!� I �xl � I I I I I 'el � l�! 1 1''� ''I �! �•I•�eli 7.T IV Id', *;f* IfAC IV,, I 0.1h lf.lwl, No.2 wilo, V114 EA F., blew TANGF jLL±--C; v ... lk byp— .1— —., 7 PLAN J, Ex g R Zd.,? Ier AW 7! tv F ION .9r ffxrvl�l Ao'cle - -7 Al/ L;f 'A L C,1, AIIIA v end con 0411 A•I*' At i,pr 'L Al" CEDAR AVE N P'14-11 6,5e sly61 C ti VJe Ab{e Ljnz M ILL AYF -,n- T.... ... .... IV 4 x 11 ....... . . . . . . . . ...... ...... MAIN AVE N -tw. V-6, ar 18 J r r 1� ee WX .,w sFnE Old coot. WELLS AVE N CIO c 'PRO SUPPL� 111AN 11NI: C,ETAi- 1 4- Ve BENSON HiGHWM t: —7— F. =AREWO:.FF -14 '!-1 A" 4'P�— e, �q � ,�► ,rvnr r5 814 F �l "" �i � �� N i ° �jl:. -•. '1.' :py 1.14��. lA:'�'Yi�JNCt .y Q• i a.. -gp, I ° ,fig p.. �I / i r r4 -r�•�� .°i S� f?,a9�'d ! ° q �.:.u� �t-�� °«n°�' �� .III' x•"°°`�-� 07! FI�S74fOr 1! n�am "Y'° a>taamrm 1' *� u . °....0 �.,�.,•p°r w�YMnavU umgpaP(tl IIWns.'. ,...+nowt Zr ��m A)� u:��y �wl9s �Tiw> i,a I i• "� Cho �„ may'` •' /•7�,"'^ FF �. 1 i I • ° 40- ® ! _ . 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