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Adw Washington State v. Department of Transportation As Built Cover Sheet Instructions: Enter all available data- Attach cover sheet to accompanying documentation and submit to: Department of Transportation Engineering Records 719 Sleater- Kinney Road SE, Suite 100, Lacey, WA 98503 -1147 PO Box 47409, Olympia, WA 98504 -7409 E -Mail: recimages @wsdot.wa.gov General Data Contract No. County 7411 Kin Contract Title Federal Aid Number SR 515 SE 192nd Street to Benson Rd - Paving & Channelization STPF- 0515 (011) Region Date of Survey 10 L No. Structure ID Job No. XL 2193 07A802 Township Range Section 23 N. 2 E. 174105 Horizontal Scale Vertical Scale Sundry Site No. 1 Inch = 1 1 Inch = Date Work Began (MWDDNY) Date Work Completed (MMioorrr) Contractor Name 1 03117/2008 09126/2008 Icon Materials Project Engineer I Region Transportation Engineer Paul E. Johnson Lorena En WSF Data H Terminal Name Vessel Name hwav Uata Beginning Milepost ❑ A I Ending Milepost ❑ A MP 4.05 ❑ B I MP 5.30 U B Construction Length SR No. Highway Also Known As 1.25 Mile(s) 1 515 Bridge Data bridge No. Genera[ Notes / Comments Date Scanned (mmiDDiyy): DoT Form 722 -025 EF Revision 912008 Facilities Data FCR No. No. of Sheets Scanned: SR 615 SE 192ND ST TO BENSON RD PAVING AND DHANNELIZATION Wastfi1>l cm %te D"rftm$ of Tv-@ngvrfi fi9W 0iynTik 6 &Aiingwn Fomip_ I itch e. �DMF ApMded geet VeTL B iro�N Q gee+l camhK rd th OWWO F.A. No. contrirdcfua Wo t Cognpkftd 19 DA6d TmnsparUtiu a Adra h- simllor 119 Secgeliairy of Tiramspofttlnn INDEX INDEX (CONTINUED) SHEET NOW PLAN REFERENCE NOW TITLE 1 INDI INDEX 2 VMi VICINITY MAP 3 -5 SQ1 -SQ3 SUMMARY OF QUANTITIES 6 -10 RS1 -RS5 ROADWAY SECTIONS 11 -13 QTSPUi- QTSPU3 QUANTITY TABULATION -SITE PREPARATION, UTILITY & TESC 14-17 SPUi -SPU4 SITE PREPARATION, UTILITY & TESC PLAN 18 -19 SPUDI -SPUD2 SITE PREPARATION, UTILITY & TESC DETAIL 20.21 ECNi -ECN2 ENVIRONMENTAL COMPLIANCE NOTES 22 SNDI STRUCTURE NOTES - DRAINAGE 23 DI DRAINAGE PLAN 24 DPI DRAINAGE PROFILES 25-38 QTPi -OTP14 QUANTITY TABULATION - PAVING & PAVEMENT MARKING 39-42 P1 -P4 PAVING & PAVEMENT MARKING PLAN 43-45 PD7 -PD3 PAVING & PAVEMENT MARKING DETAILS 46 W1 CONCRETE MODULAR BLOCK WALL 47 WDi CONCRETE MODULAR BLOCK WALL DETAIL 48-52 TSITS5 SIGNAL PLAN 53 INTI INTERCONNECT PLAN 54-60 ED'I -EDT ELECTRICAL DETAILS 61 -64 LRi -LR4 LOOP REPLACEMENT PLAN 65-66 TDI-TDZ TEMPORARY VIDEO DETECTION 67 -70 SS1 -SS4 SIGN SPECIFICATIONS 71 -76 Si -S6 SIGNING PLAN 77 -89 TC1 TC13 TRAFFIC CONTROL FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. S:15893111Proje cts%XL21931CADDIS heetslXL21 2:23:39 PM 911212007 crostes S.CROSIER MENCE J.HARRIS P.JOHNSON L. ENG REVISION DATE I BY REGION ' "'� No. . FED.AID PRGJ.NG. 10 WAS STPF- 0515(01 1) JOB NUMBER 07A802 comr clr NO, LOCA7[OH NO, SHEET PLAN REFERENCE NO. SHEET OF SHEETS DATE PZ STAMP BOX NO. PLAN REFERENCE NOW TITLE F All ! U , Th y WK ...n C 7. NOTE: ALL SHEET REFERENCES, FIRST NOS. OF STRUCTURE CODE DESIG61 fO AND MATCH LINE SHEET REFERENCES, ETC,, THROUGHOUT THE PLANS, REFER TO THE ENTRY IN THE PLAN REFERENCE NUMBER BOX. p.E STAMP BOX DATE TI/ Washington State Department of Transportation P'� Plot 2 SR 515 IND1 SE 192ND ST TO BENSON RD PAVING AND CHANNELIZATION H� i OF INDEX $9 SHEETS 0 5,000 10,000 SCALE IN FEET FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR, REGIONAL ADM. BEGIN STPF-0515(011) BEGIN PROJECT SR 515 MP 4.05 STA L 267+94 R/W STA 267+94 S:1589311IProjectsLXL21931CADDISheetr.LXL2193 PS VM.dgn 10:05:13 AM 91512007 hardJo S. CROSIER S. CROSIER J. HARRIS P. JOHNSON L. ENG REVISION DATE R,5 STPF- 0515(011) PROJECT 515 MP 5o30 L 333+47 STA 333+47 .. . ........... .... . . ......... . ..... . ... .... . .. ....... . ............ . . . ....... . ............. N) N) N) LA z z CITY OF RENTON �.,,. MEIM ME= ...... ........... ... ......... ....... ......... .. . . . . . ........ - - ----- . ...... KING COUNTY � ::. ��; � .:. - -�� f _r7l . .. . ................. . ..... .. . ....... "'105TH PL SE ... . ........ . . . M-.. ....... ............ .. . ..... . . .............. . .......... ........ . ................ . ......... . . ......... M .......... .... . . .... ......... . ..... ... . .......... 108TH AVE SE Ln !RD S M M FT I 3 2 109TH AV S Q0 1 29 . ............ ...... . ................... cn 'co co It :M Ln :z U) 4D..... . ..... l It .... . . .............. ...... . .......... ... . . ...... ....... ............ . ... ff 19 . .... . .... ............... .......... W FO r, AS C N ST C', - A�l <1 ' i .._..._._�_.. ...... . ...... . .. . . . ...... . ...... .. . .......... . P I A oh, I R, . . ........... . .. ........ .. . .......... ......... t•. ............ . ......... ........... . ......... ❑ 5❑❑ 1❑❑❑ SCALE IN FEET REWON STATE Plat I FEDAD PROJ.NO. Na. Adft SR 616 VM1 10 WASH W SE 192ND ST. TG BENSON ROAD JOB NUMBER ❑7AB02 Washington State PAVING AND CHANNELIZATION S H EET 2 COWRACT NO. LOCAT10N NO. Department of Transportation OF DATE B9 BY P.E. STAMP BOX PX_ STAMP BOX JDATE VICINITY MAP SHEETS _ 1 1 1 STRUCTURE NOTES - DRAINAGE NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. �- Z p �- z m O U a z Q m IU— ¢ U �_ ° w w � 2 O U)j w I- 0O Q U) o Z z 0 c v w Z a wo! w �� �w Ucn z > < Q X= w U o! z_ ~07 �U ,-g U) U m H U W U o' z 00 z¢ OU =x U) 111 w OQ z z w O w� z Z� Of— Ucn w z_ j � Om -' U t¢- 2 g v 0O O u- w z� w U0 0 -1 ¢• I I w z w (7 w w <n GENERAL NOTES: CODE LOCATION d \ UNIT OF MEASURE ➢ EACH EACH L.F. L.F. C.Y. S.F. EACH EACH 1. COMBINATION INLET, SEE STANDARD PLAN B- D-1 L 323 +54 (45.44' LT) TO L 323 +54 ( 22.75' LT) 1 1 23 23 13 30 1,2,4,5 25.20 -00 D -2 L 323 +54 ( 22.75' LT) 1 1 3 2. CATCH BASIN TYPE 1, SEE STANDARD PLAN B- 5.20-00 D -3 L 324 +14 (25' LT) 1 3 _ 3. LOCKING SOLID METAL COVER AND FRAME D -4 L 324 +52 (25' LT) 1 3 FOR CATCH BASIN, SEE STANDARD PLANS B- 30.10-00 AND B- 30.20 -01 SEE SPECIAL D -5 L 325 +01 (24.VLT) 1 3 PROVISIONS, MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS. 4. PIPE ZONE BEDDING AND BACKFILL SEE STANDARD PLAN 3- 55.20 -00 5. SAWCUTTING REQUIRED FOR DRAINAGE CROSSING. ASPHALT IS APPROXIMATELY 1.2' THICK. "M FOR CON"-* TRAM` HEE T TAL 1 1 23 23 13 30 1 4 PROJECT TOTAL 1 1 23 23 13 30 1 1 4 REGION NO. STATE FED. AID PROJ. NO. ® Washington State VrAf Department of Transportation SR 515 SE 192ND ST TO BENSON RD PAVING AND CHANNELIZATION SND1 10 WASH DESIGNED BY S. CROSIER ENTERED BY S. CROSIER SHEET 22 OF 89 SHEETS CHECKED BY J. HARRIS JOB NUMBER 07AB02 PROJ. ENGR. IP, JOHNSON STRUCTURE NOTES - DRAINAGE REGION ADM. L. ENG CONTRACT NO. DATE DATE REVISION BY I � I !cu co I � ! f ! Does m= 91L0q!___ I rry LJ LJ I- -M /� —M G G -- G — G .—. — G _ . — G -- G -- G — — G -- G — — BTV / — BG _.._ — _.�.- Br -- -- Br er -- — er — - _ sTV ^ BTV BTV e v ATV �`` -� d9-- dA M — d9 M -- dB IK dB = d� M -- M M -q9 -= df A ---------------------------------- - — er --- er ---er — -- er --- er - ---er — -- er --- er -- er - -er — _..eT.�— er---- eL- §�§€��- •§-�Lr LEGEND RIGHT OF WAY p EXISTING MONUMENT ------------ -- - - -- EXISTING CURB AND GUTTER �I I4l f mil I �Il I Ili � ll! ix fll c 1 �l 111 li l The 6P I - I f I .. l �_; 4 i 1 I I t9 I f ` M — — M I —dig -- -�- � � M — M i — m --- 4 I Il =BtT -- — er 4 I I m �+i I co I ---- - ----- ---- -- EXISTING SIDEWALK - w -- — w — — EXISTING WATER LINE ........................... ............. ................ :�,::-- ........ 4444 .. ............ ........................_...... 4... 412..... - oP --- --- op — — OVERHEAD POWER - eP -- -- eP — --- EXISTING BURIED POWER - OT— -•-- CT— ---- EXISTING OVERHEAD TELEPHONE fl — er — -- !1 I I -- s — — EXISTING SANITARY SEWER - 5r — — 5r — --' EXISTING STORM SEWER PIPE - BTV BTV EXISTING BUR I EO TV ---- - ----- ---- -- EXISTING SIDEWALK - w -- — w — — EXISTING WATER LINE - G — r-- G — — EXISTING GAS LINE - oP --- --- op — — EXISTING OVERHEAD POWER - eP -- -- eP — --- EXISTING BURIED POWER - OT— -•-- CT— ---- EXISTING OVERHEAD TELEPHONE - er — — er — -- EXISTING BURIED TELEPHONE -- s — -- s — — EXISTING SANITARY SEWER - 5r — — 5r — --' EXISTING STORM SEWER PIPE - BTV BTV EXISTING BUR I EO TV FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. SA5893191Projec 4:19:11 PM 91512007 crosses S. CROSIER S. CROSIER J. HARRIS P. JOHNSON L. ENG EXISTING ANCHOR :�. EXISTING GRATE INLET -()-EXISTING UTILITY POLE c EXISTING HYDRANT EXISTING MANHOLE --a; EXISTING LUMINAIRE % EXISTING J -BOX Si: EXISTING SERVICE CABINET 0 EXISTING SIGN r:; EXISTING. CONTROL CABINET V 1W x - - - -- EXISTING SIGNAL POLE �1 EXISTING CATCH BASIN e EXISTING WATER VALVE 931CADDISheetslXL2193 PS STORM SEWER PIPE ❑ CATCH BASIN REVISION DATE J BY REGION STATE No. 10 IWASI Jas NUMBER 07A802 CONTRACT NO. S. FED.AID PROJAO. 3 V� G 1. LOCATION Na. 41Q EXPIRES BA912008 DA P.E STAMP BOX 2 P.F_ STAMP BOX DATE ti ti l l tr I y ll y l .�� 1 M �--- M -- -- BP CD -f- --- Br r- er _ BTjBT Sr er� y � f 325 $ I 0 m III► -I� Washington State Department of Transportation 44 `�'y►�`£�J7�f ; J F 0 20 40 SCALE IN FEET SR 515 SE 192ND ST TO BENSON RD LAVING AND CHANNELIZATION DRAINAGE PLAN Plot 2 D1 SHEET 23 OF 89 SHEETS • • , • - • • r • • t • • • • / • • • • • • • • r • • • . • • • • • I • • , • • i • • , • • • • , 1 • • • . . , , • t t • . • a • . • T • , • • • • . • ■ . • • • , r . • 1 , • • • , • • _ , , , , • . • • : • • • • • • • t , • . • , . • : • • , . ! . • . • a • t • • . . • . • • • 1 . • • r . , . . • t • • a , i , • t . • . . . • _ • • • • . . • • • 7 • . . • a , • a • t . . , r • • • • i , . . . . • • • 1 a • • a • . • • f • • • . . • • [ a = . • a • • • • . • ! • a • • • • • . • f , • , • , • . 1 • • • . a / a s t . / r i a a t / e i t . ! 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