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HomeMy WebLinkAboutR-379501Adm► vp`Washington State As Built Cover Sheet Department of Transportation Instructions: Enter all available data. Attach cover sheet to accompanying documentation and submit to: Engineering Records Transportation Building, Room SC -17 310 Maple Park Avenue SE PO Box 47410 Olympia, WA 98504-47410 E -Mail: recimages @wsdot.wa.gov General Data Contract No. SR 23.64 ❑ B SR 23.54 ❑ B County 005530 0 Mile(s) King Contract Title Federal Aid Number SR 167, SR167 /Garrison & Springbrook Creeks Culvert Replacement NH- 016 {030} L No. Structure ID .lob No. 02AO02 King County Range Township Section 5E 22N 123N Horizontal Scale Vertical Scale 1 Inch= 1000 1 Inch = Date Work Began (MWDD/YY) Date Work Completed (mmowyy) Contractor Name 1 07/07/2003 10/26/2006 Wilder Construction Company Project Engineer Region Transportation Engineer Ingo Goiter Ed Conyers WSF Data Terminal Name Vessel Name Highway Data Beginning Milepost ❑ A Ending Milepost C7 A SR 23.64 ❑ B SR 23.54 ❑ B Construction Length SR No. Highway Also Known As 0 Mile(s) 1167 1 Valley Freeway Bridge Data Bridge No. General Notes J Comments Facilities Data FCR No. Date Scanned (mmwnyr): No. of Sheets Scanned: DOT Form 722 -025 EF 412004 INDEX INDEX (CON-T I NUED) SHEET NO* PLAN REFERENCE NOD T T T L E JOB NUMBER ENTERED BY F. HE I GL 1 IN1 INDEX CHECKED BY A. OMAR 2 V1 VICINITY MAP 6-5-300116 3 -4 S01 -SQ2 SUMMARY OF QUANTITIES BY 5 OTSPI QUANTITY TABULATION - SITE PREP / PAVING 6 SPI SITE PREP / R/W PLAN 7 ECI TESC PLAN S EC2 JESC DETAILS 9 SN1 STRUCTURE NOTES 10 Dl DRAINAGE PLAN 11 DP1 DRAINAGE PROFILE 12 RSDD1 ROADWAY SECTION / DRAINAGE DETAIL DD1 DRAINAGE DETAIL 4 DD2 CULVERT END DETAIL 15 SRI STREAM RESTORATION PLAN WEST SIDE 16 SR2 STREAM RESTORATION PLAN EAST SIDE 17 -18 SR3 -SR4 STREAM RESTORATION DETAILS 19 SD1 STREAM QIVERSION PLAN 20 PV1 PAVEMENT REPLACEMENT DETAIL 21 MD1 MISCELLANEOUS DETAILS 22 TC1 TRAFFIC CONTROL CLASS A SIGNS 23 -25 TC2 -TC4 TRAFFIC CONTROL PLAN 26 DT1 PCMS LOCATIONS FILE NAME is \DESIGN \SR 157, Garrison & Sprin brook \a n \PLAN SHEETS.d n TIME 01:07:32 PM DATE' 01/17/2003 A NO 10 WASH DESIGNED BY F. HE I GL JOB NUMBER ENTERED BY F. HE I GL 02AO02 CHECKED BY A. OMAR CCMTRACT NO* PRaJ, ENGR. I. GOLLER 6-5-300116 REGIONAL ADM. L. ENG REVISION ❑ATE BY FED.AID PROJ.NO, NH-0167(030) LOCATION U06 SHEET PLAN No. REFERENCE TITLE N0. 27 -29 1 DT2 -DT4 '.. DETOUR PLAN DETOUR SIGN, DETAIL S PLAN REFERENCE NOTE: ALL SHEET REFERENCES, FIRST NOS. OF STRUCTURE CODE DESIGNATIONS NO. AND MATCH LINE SHEET REFERENCES9 ETC. 9 THROUGHOUT THE PLANS, SHEET REFER TO THE ENTRY IN THE PLAN REFERENCE NUMBER BOXY FOR OF + C) IN LY SHEETS DATE P.E. STAMP BOX PA, STAMP DATE Adft Washington State Department of Transportation SR 167 SPRINGBROOK CREEK CULVERT REPLACEMENT INDEX PLOT I N 1 SHEE T I OF 30 SHEETS To Kent /Auburn To Kent /Auburn To Kent 0 2000 SCALE IN FEET 76TH AVE S T. 22N,,R.5E.,, W.M. Ponrner Lake T.23N.,,R.5E., W.M. TEMPORARY EXCAVATION STORAGE SITE CARR ROAD PIT SITE: A -262 /tr- n r-nM _ IAE-7 cunnN FILE NAME is \DESIGN \SR I67, Garrison & Sprin brook \0 n \PLAN SHEETS.d n TIME 01:07:34 PM REGION STATE F ED, A I D PROJ . N0. DATE 01/17/2003 10 MASH DESIGNED BY F. HE I GL JOS NUMBER NH-0167(030) ENTERED BY F. HEIGL 02AO02 CHECKED BY A. OMAR CONTRACT NO. LOCATION NO. PROD. ENGR.._.___ , DOL L ER REGIONAL ADM, L. ENG REVISION DATE BY F e Nu- n1ti7m3rn �:)N ,Oft won ■ DATE P.E. STAMP BOX MP 23.64 ski A _ "'7A A /WIL P.E. STAMP BOX RATE To C CD VI/ Washington State Department of Transportation V) To Renton To Bellevue FOR "AS CONSTRUCTED PLANS" ONLY PLOT2 SR 167 V1 SPR NGBRDGK CREEK CULVERT REPLACEMENT SHEET 2 OF VICINITY MAP SHEETS STRUCTURE -NOTES NOTE: _j THE FIRST NUMBER OF THE "CODE Ems.. z DESIGNATION" BELOW REFERS TO THE SHEET F z z NO. OR THE SHEET REFERENCE NO. SHOWING �. N � w THE DRAINAGE FEATURE. Q Q F'J < cr THE SECOND IVUi11IBER REFERS TO THE T_ Q w ❑ DRAINAGE FEATURE FOUND ON THAT SHEET. -- w b w M. O O #-- Z J w cc 2co QZ) CC w ww z< I_ > (r it Ca z (1) tr x m w d w CL � (� Z w U � ¢ N � CD ❑ 1— w Z LL _j Q Q::) z 7-0 .! � d a- d �J O �' 0 H I* y LL.U)� �w2 v- tr F-- F_ Q J to w a = O T U) w Q m z U- ww C13 it �� cc 00 z 0 Q_j Q Q X= w z F-m ❑ U) trQ F— _j to U z it O Z (1) w x W z LD Q Q N ZJ F.. cc U3 Zit 00 C3 U,. w p z w w w w cn GENERAL NOTES : CODE LOCATION yr i UNIT OF MEASURE ➢ EACH C.Y. TON TON C.Y. L.F. EACH TON TON C.Y. S.F. S.Y. 1. REMOVE EXISTING 157 FT 24 IN. 36 IN. CMP. 2. FOR ADDITIONAL QUANTITIES SEE RsnDi. FOR "AS CONSTRUCTED PLANS" ONLY D1 -1 Dl-2 DOWNSTREAM SECTION 30 30 10 L 1014 +755; (70' LT) TO L 1014 +92; (80' RT) 1 200 40 6 157 1 234 90 1144 1810 280 1,2 DI-3 UPSTREAM SECTION 210 130 1 SHEET TOTAL 1 240 360 40 26 157 1 234 90 1144 1314 230 PROJECT TOTAL 1 240 360 40 26 157 1 230 90 1140 1810 280 REGION NO. STATE FED. AID PROD. NO. Alft Washington State VIAV Department of Transportation P P SR 167 SPRINGBROOK CREEK CULVERT REPLACEMENT SN 1 10 WASH JOB NUMBER 02AO02 CONTRACT NO. DATE REVISION BY DESIGNED BY A. NGUYEN 12/24/02 ENTERED BY A. NGUYEN 12/24/02 SHEET 9 OF 30 SHEETS CHECKED BY J. ST. JOHN 12124/02 PROJ. ENGR. I. GOLLER 12124%02 STRUCTURE NOTES REGION ADM. L. ENG 12/24/02 DATE n {\J f 4- V) 1 k ! 0 In qc;1- 0 a 0 r1r) 0 0 0 0 3 11 0 J n an 0 no 0 n 0 0 0 T.22N., R.5E., W.M. T.23N., R.5E., W.M. REGRADE STREAM FROM CULVERT TO R/W I CONSTRUCT 10' TRANSITION SECTION TO MATCH EXISTING SECTION AT R/W 3 t , E t;� s� u•, max--" j � is , 1S C' l4 1 11 C� ' 1 } x �- '� `s of �1;i °` E!X-r SEWER MANHOLE FLJ ti rF E CREEK r L 3111[ � 4 CASING ;` .rye. i �,i � �, 'S� v � �l } 7LL� 31� 4v or F ILL WETLAND '�G" �, �1 ; ''� WETLAND "F" Ex. 1 rA CONCRETE _ I qj B­ 2-01 It _ �1_ _ _ _ �� 0 — + L o : F L 2 3 o L 7 � FL 1 J . 4 C F L 2 U . :+ V � �I_L,____ x�' SrR 16 7 — — 4 Ell s' DtA _ __ _ _ - - --�-, - ,...��__ -_1- o IT_ oft-aft t NOT LOCATFPr WETLAND "D" 1 a "aI A CONCRETE 2 ,,�,� liiL r' $ WETLAN�"E� � FL 20.24 / 'k EX. GAS CASING TO BE USED FOR STREAM DIVERSION TAT DESIGNED BY A. NGUYEN 2 /02 N 10 WASH ENTERED BY G. WUTH 2/02 N CHECKED BY J. ST JOHN 1/03 F 71 JOB INUMBER 02AO02 PROD, ENGR. I, GOLLER 1/03 REGIONAL ADM, L. ENG 1/03 CONTIRAcT NO, DATE DATE L REVISION BY LOG WEIRS SEE PROFILE ON SHT DPI 0 50 100 SCALE IN FEE'S FED.AID PROJ.NO, t � I f /1 1 �1 ' 1 1 1 ST a PROGRAM DEVELOPMENT of w s h1j. DIVISION �ss�QNAL ORES wzcra 18 "CIA CONCRETE Slll� , EX. SEWER MANHOLE FL 20.38 E�14 . C 6 � l t N REGRADE STREAM FROM CULVERT 3 TO 10' EAST OF LOG WEIRS u r 4L AL AL EX. J -BOX EX. MANHOLE EX. GUARORAIL WETLANDS KENT RENTON 3 ~3'i ST--- —ST-- —ST--- ---BT— EX. BURIED TELEPHONE 14� BORING LOG � TrAfyWashington State Department of Transportation © DAVID EVANS Ar�oASSOC I ATE S mc. Q LEGEND. ,]11� ' FOR "AS CON STR UCTE PLANS If ONLY LOG WEIR CULVERT EX. SEWER LINE --- G — ---- a --- --- G — -- C — —G - EX. GAS LINE n —x— x x x x— x EX. TRAFFIC LOOP TYPE I POWER POLE W /ANCHOR EX. CHAINLINK FENCE SR 167 DI SPRINGBRUOK CREEK CULVERT REPLACEMENT SHEET to DRAINAGE PLAN I OF 0 SHEETS N N F 71 r 4L AL AL EX. J -BOX EX. MANHOLE EX. GUARORAIL WETLANDS KENT RENTON 3 ~3'i ST--- —ST-- —ST--- ---BT— EX. BURIED TELEPHONE 14� BORING LOG � TrAfyWashington State Department of Transportation © DAVID EVANS Ar�oASSOC I ATE S mc. Q LEGEND. ,]11� ' FOR "AS CON STR UCTE PLANS If ONLY LOG WEIR CULVERT EX. SEWER LINE --- G — ---- a --- --- G — -- C — —G - EX. GAS LINE n —x— x x x x— x EX. TRAFFIC LOOP TYPE I POWER POLE W /ANCHOR EX. CHAINLINK FENCE SR 167 DI SPRINGBRUOK CREEK CULVERT REPLACEMENT SHEET to DRAINAGE PLAN I OF 0 SHEETS L a Ile tU 4� m / C v} 4- In ir7 C) Q L) 0 0 0 rn N 0 0 0 0 0 0 0 a. CL 0 J C. 0 *a In 0 aR 0 ryl 0 O RI t a 30 26 24 22 20 NOTES FOR CULVERT END DETAIL SEE DD2 TYPI "CAL BOTH ENDS LJ- w U a x w U M 0 � t�3 a W W w� 3 +60 3 +80 4 +00 4 +20 DESIGNED BY A. NGUYEN 2/02 ENTERED BY G. WUTH 2102 CHECKED BY J . ST. JOHN 1/03 PROD. ENGR, I. GOLLER 1/03 REGIONAL ADM, L. ENG 1103 DATE DATE REVISION SR 167 SOUTHBOUND SCALE- H: 1' "=20r Vd 1" =2' 4 +40 4 +60 4 +60 "E� °" STAT F'ED. A I D PROJ . NO. Ito. 10 WASH JOB "WeER 02AO02 CONTRACT NO. BY SINGLE SLOPE CONCRETE BARRIER CD i C7 5 +00 5 +20 rST. PRCGI AM DEVELOPMENT WAs 'sy DIVISION lkw �' 5 +40 7 — BEAM GUARDRAIL TYPE 1 (TYP.) PROTECT EXIST. 2" ELEC. CONDUIT 5+60 tO -r/ - 11FT x7FT TEMP. STa RESTRICTOR PLATE ' /2IN. THICK, SEE DETAIL ON DO2 5 +s0 Adft Washington State v7Ar Department of Transportation 0 © DAVID EVANS �NOASSOCIATES imo. EXIST. CHAINLINK FENCE ►■e-rr•si rvrr -r rkir+ 1' STREAMBED GRAVEL FOR "AS CONSTRUCTED FLANS,, ONLY 6 +00 6 +20 6 +40 SR 167 SPRINGBRGOK CREEK CULVERT REPLACEMENT DRAINAGE PROFILE 30 ow 26 24 22 20 wu 6 +60 DP1 SHEET 11 OF 30 SHEETS C a "O Cr D CV 3 J N V) CrI J C DS Z7 Lr) �T tYi J D d 0 0 0 J rri 0 t 0 0 0 0 0 a J J a. Ln G 9a In 0 ea 0 rn 0 0 i 0 x REG" ISTAT4 F ED r A I D PROD . • a. �5 ST �� PROGRAJry 5 �MOPMENT ,f r18y�- DESIGNED BY A. NGUYEN 2/02 10 WASH ENTERED BY G. WUTH 2/02 CHECKED BY J . ST.JOHN 1/03 JOB NUMBER PROJ . ENGR. 1, GOL L ER 1/03 02A O02 REGIONAL ADM. L. ENG 1/03 CONTRACT NO* DATE DATE REVISION BY r. AMIL Washington State 977APDepartment of Transportation W0-10 DAVID EVANS wHCASSOCIATES mc. SR 167 SPRINGBRCGK CREEK CULVERT REPLACEMENT ROADWAY SECTION/DRAINAGE DETAIL RSOD 11 SHEET 12 OF 30 SHEETS 0) �a R 4{ 0 r-� 3 �u L V) v m -0 4- Ln v- i 0 0 0 0 s rn N 0 1 0 0 0 0 3 e, Q. to F- 0 J a_ oa .o co 0 A, 0 O a 1 0 17' 1 �\ 2 1' THICK STREAMBEQ GRAVEL 17' INSIDE RIW S' RIW ** 1� 2 N0 T Ea ALL WORK OUTSIDE OF THE RIW COVERED UNDER THE CONSTRUCTION PERMIT WITH CITY OF RENTON* DESIGNED BY A, NGUYEN 2/02 ENTERED BY G, WUTH 2/02 CHECKED BY J. ST, JOHN 1/03 PROJ, ENGR, I. GOLLER 1/03 REGIONAL ADM, L. ENG 1/03 DATE DATE REVISION l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 o 1 1 0 Y gg 9sg a 3` 10' 1' 10' 3' / 1.5' DOWNSTREAM SECTION N TS I I I I I f� qFA- If 1 3' Ho °" S T A T FED , A I D P R 0 J. N 0. dol Sr r� PRIOGRAM DEVELOPMENT WAs&,'�' DMSION 10 WASHa� JOB NUMBER 02AO02 CONTRACT NO, EXPIRES 170 EXIST. GR �i 2 FINISH GRADE A D1 17` 1 INSIDE RIW OUTSIDE RIW -,\\-EXIST. GRADE OVEREXCAVATE it MIX 6" TOPSOIL TYPE A WITH 6" NATIVE SOIL (TYP, BOTH SIDES) / I1 2 --- F I N I SH GRADE UPSTREAM SECTION NTS Washington State Department of Transportation DAVID EVANS ANoASSOGIATES ANC. M OVEREXCAVATE 6 it 0 MIX 6" TOPSOIL TYPE A WITH 6" NATIVE SOIL (TYP. BOTH SIDES) I` THICK STREAMBEQ GRAVEL 0 FOR "AS CONSTRICTED PLANS" ONLY SR 167 D D 1 SPRINGBROOK CREEK CULVERT REPLACEMENT SKEET 13 OF DRAINAGE DETAIL 30 SHEETS 0 ry 3 E� L to c Ln llqr CD U 0 0 0 N 0 0 0 C7 F—" 0 L .n CL 0 a 06 cn 0 R O 0 9`4 n 0 0 0 Y2" THICK STEEL PLA t. e r 1 r% w 10 r% r A $ r A r r• r% r" % I r s` r r r i r. . r r^ llr 11FT x7FT TEMP. ST. RESTRICTOR PLATE, I NTS E n v ISTAT DESIGNED BY A. NGUYE N 2 /02 10 iASH ENTERED BY G. WUTH 2 /02 CHECKED BY J . ST. JOHN 1/03 JOB NUMBER 02AO02 PROJ. ENGR. I. GOLLER 1/03 REGIONAL ADM. L, ENG 1/03 CrnrTRACY NO. HATE I DATE REVISION BY ITH CONCRETE IN. THICK DETAIL FED. AI o PROJ . NO.�5 ST. r{ lO xG' CONCRETE BOX CULVERT 2 PRECAST 1 CONCRETE * V 9■ V 4■ 9 P r SLAB ■ .• . END OF CDF BACKFILL HAND PLACED RIP RAP Adft V.0 Washington State Department of Transportation w © 10 DAVID EVANS AN* ASSOCIATES ma. 0 PLAN SECTION NTS HAND PLACED RIP RAP 00 0 Qc 0000 a fl 000 C%i STREAMBED GRAVEL 0 D f �V Q 00000° n�� 0 0 0 00 10'x6' CONCRETE BOX CULVERT --- -FLOG! LINE w a- va cr • v- c " UDa � ��0-8 q QQQQ �Q 000 C5 b 00 & 0 °6° QQ STREAMED GRAVEL FOR "AS CONSTRUCTED PLANS" ONLY SR 167 D D 2 SPRINGBROOK CREEK CULVERT REPLACEMENT SHEET I� CULVERT END DETAIL 30 SHEETS