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Home My WebLink AboutzD-3440Set0 et v Cr) 04 r d- N t U L v' t QX� b N c 0 -y T.Y 'O x 1 i C VICINITY MAP NO SCALE I Lq MIMM • 1 1111 111 1 R =,A SHT NO. DWG N0, TITLE 1 G1 TITLE SHEET, LOCATION MAP, VICINITY MAP, AND INDEX OF DRAWINGS 2 G2 LEGEND, ABBREVIATIONS, GENERAL NOTES, AND SURVEY CONTROL 3 C1 TEMPORARY EROSION AND SEDIMENT CONTROL 4 C2 PLAN AND PROFILE 5 C3 CIVIL SECTIONS AND DETAILS 6 S1 STRUCTURAL PLAN AND SECTIONS 7 S2 STRUCTURAL DETAILS B S3 STRUCTURAL DETAILS �l I� NW1 /4 SEC 32 TWN 22N R 5E v- bctAi g�e u ,i� w � t Lq $ S 3�it tr a ,`A t. 1liiptlJ I t d > I t s Is @ r t Y {[ I 19►- _ - 1L a r, 5ga8t6't Kirkland D Redmond Boinbrldg S.a Island F 5 a 2 901 _ ��Svw - - Elliott Buy m el vue k So momis - � 0 u arcs 9 laid '0 G g Isacquah - O f �f LP o • "° Renton Project a Area 0 Cd Yashon 99 9�4 Island 6 DES an MOINE 16 16 16 161 s Au rn 0� eaY °j'h� 99 TACOMA 6 6 VICINITY MAP NO SCALE I Lq MIMM • 1 1111 111 1 R =,A SHT NO. DWG N0, TITLE 1 G1 TITLE SHEET, LOCATION MAP, VICINITY MAP, AND INDEX OF DRAWINGS 2 G2 LEGEND, ABBREVIATIONS, GENERAL NOTES, AND SURVEY CONTROL 3 C1 TEMPORARY EROSION AND SEDIMENT CONTROL 4 C2 PLAN AND PROFILE 5 C3 CIVIL SECTIONS AND DETAILS 6 S1 STRUCTURAL PLAN AND SECTIONS 7 S2 STRUCTURAL DETAILS B S3 STRUCTURAL DETAILS �l I� NW1 /4 SEC 32 TWN 22N R 5E v- bctAi g�e u ,i� w � t Lq $ S 3�it tr a ,`A t. 1liiptlJ I t d > I t s Is @ r t Y {[ I 19►- _ - 1L a r, 5ga8t6't la fi �� n ; . r t� I PROJECT STREET ADDRESS: 9840 CARR RD SE, RENTON LOCATION MAP NO SCALE N CHECKED FOR COMPLIANCE RECOMMEN ED TO CI TANDARDS P VAL pf DA>E� Zb� BY F AP 4 j�^ CALL 48 HOURS TE BY BEFORE YOU DIG AiE 8 P4* BY 1- 800 - 424 -5555 PACE AS SHOWN «mow We "1 ® CARR ROAD - PANTHER CREEK 8/19/08 CITY OE AS EMERGENCY CULVERT REPAIR PROJECT - RENTON Y oa.K 5Lb6'b1 DATUM 0 100% SUBMrrrAL B 19 OB aaCB n�aaa I Planning /Building /Public Works Dept. TITLE SHEET, LOCATION MAP, VICINITY MAP, {� j s er a[.o NO. REVISION BY OATS APPR `- AND INDEX OF DRAWINGS 1 B D- 344001 S.a F 5 �K Q ��Svw -1 °Y 7�tY t f - � f �f ih la fi �� n ; . r t� I PROJECT STREET ADDRESS: 9840 CARR RD SE, RENTON LOCATION MAP NO SCALE N CHECKED FOR COMPLIANCE RECOMMEN ED TO CI TANDARDS P VAL pf DA>E� Zb� BY F AP 4 j�^ CALL 48 HOURS TE BY BEFORE YOU DIG AiE 8 P4* BY 1- 800 - 424 -5555 PACE AS SHOWN «mow We "1 ® CARR ROAD - PANTHER CREEK 8/19/08 CITY OE AS EMERGENCY CULVERT REPAIR PROJECT - RENTON Y oa.K 5Lb6'b1 DATUM 0 100% SUBMrrrAL B 19 OB aaCB n�aaa I Planning /Building /Public Works Dept. TITLE SHEET, LOCATION MAP, VICINITY MAP, {� j s er a[.o NO. REVISION BY OATS APPR `- AND INDEX OF DRAWINGS 1 B D- 344001 et c*? N CL .1� 8 d t g8 S m N 0 0 N V i a i m m N O J LEGEND: EXISTING: PROPOSED: — — CLEARING LIMITS — TEMPORARY CONSTRUCTION EASEMENT 20 NEW CONTOUR (INDEX) NEW CONTOUR (NOMINAL) �- -o o—�— STEEL PIPE GUARDRAI Q SURVEY CONTROL POINT �'ji KEYED NOTES MATERIAL SYMBOLS ® STREAMBED GRAVEL (SECTION) ® STEEL (SECTION) CRUSHED SURFACING (SECTION) NEW HMA (PLAN) CONCRETE (PLAN NEW HMA (SECTION) OR SECTION) EXISTING CONCRETE (PLAN OR SECTION) RIP RAP 7i EARTH (SECTION) :l EXISTING CONTOUR (INDEX) LB EXISTING CONTOUR (NOMINAL) -- — — LF RIGHT -OF -WAY LINES -- - LP ROAD CENTER LINE -- -- - -- PROPERTY LINE BOT EASEMENT l r ORDINARY HIGH WATER (OHW) - WETLANDS BOUNDARY - - - -6,. - WATER LINES MH 10" POWER CAST IN PLACE 2" POWER CJ 12" SEWER MIN GAS LINE -- - -- - SECT•ON LINES CL LOT LINES STORM DRAIN LNES - UNDERGROUND TELEPHONE LINES ss - -- SANITARY SEWER NE STREET LIGHT ASSEMBLY CLEAN OUT NO COMM FIRE HYDRANT NTS CONC <I GATE VALVE CSBC MONUMENT IN CASE OC STORM DRAIN CATCH BASIN CRUSHED SURFACING TOP COURSE STORM DRAIN CLEANOUT CTJ STORM DRAIN MANHOLE OHW CONIFER TREE r� f,) DECIDUOUS TREE PSE SIGN POTHOLE DI SANITARY SEWER MANHOLE r UTILITY POLE WITH LIGHT DIAMETER LIGHT POLE DWG ORDINARY HIGH WATER FLAG ^i POWER VAULT ji TRANSFORMER TRAFFIC BOX RT WATER METER EASTING, EAST TELEPHONE VAULT EF STREET LIGHT BOX PROPOSED: — — CLEARING LIMITS — TEMPORARY CONSTRUCTION EASEMENT 20 NEW CONTOUR (INDEX) NEW CONTOUR (NOMINAL) �- -o o—�— STEEL PIPE GUARDRAI Q SURVEY CONTROL POINT �'ji KEYED NOTES MATERIAL SYMBOLS ® STREAMBED GRAVEL (SECTION) ® STEEL (SECTION) CRUSHED SURFACING (SECTION) NEW HMA (PLAN) CONCRETE (PLAN NEW HMA (SECTION) OR SECTION) EXISTING CONCRETE (PLAN OR SECTION) RIP RAP 7i EARTH (SECTION) :l ANGLE POINT LB APPROX APPROXIMATE LF l 164381,56 LP v Pj3 BENCH MARK LT BOT BOTTOM l r 5S� � PIP L4T G ED ABBREVIATIONS: AP ANGLE POINT LB APPROX APPROXIMATE LF FND MON IN CASE NAIL & CONC 164381,56 LP BM BENCH MARK LT BOT BOTTOM LWO CB CATCH BASIN MAX CI CAST IRON MH CIP CAST IN PLACE MIC CJ CONSTRUCTION JOINT MIN 164436.27 CENTER LINE MON CL CLASS CLF CHAIN LINK FENCE N CMP CORRUGATED METAL PIPE NE CO CLEAN OUT NO COMM COMMUNICATION NTS CONC CONCRETE CSBC CRUSHED SURFACING BASE COURSE OC CSTC CRUSHED SURFACING TOP COURSE OD CTJ CONTROL JOINT OHW CTR CENTER CY CUBIC YARD PSE PVC DI DUCTILE IRON OIA DIAMETER R DWG DRAWING RCP DWL DOWEL ROW RT E EASTING, EAST EF EACH FACE S EL, ELEV ELEVATION SO EDP EDGE OF PAVEMENT SDMH ESC EROSION AND SEDIMENT CONTRO SE EW EACH WAY SHT EX, EXIST EXISTING SIM SS FNO FOUND SSMH FOW FACE OF WALL STA STD GALV GALVANIZED SW SWPPP HOPE HIGH DENSITY POLYTHENE P PE HOOK HK TESC HORIZ HORIZONTAL TOG HPA HYDRAULIC PROJECT APPROVAL TYP ID INSIDE DIAMETER VA IE NVERT ELEVATION VERT WDFW WSEL WT NO. I REVISION SURVEY CONTROL PLAN SCALE: 1 " -40' SEE TABLE 1, THIS DWG POUND LINEAR FEET LOW PONT LEFT LARGE WOODY DEBRIS MAXIMUM MANHOLE MONUMENT 4N CASE MINIMUM MONUMENT NORTHING, NORTH NORTHEAST NUMBER NOT TO SCALE TABLE 1: SURVEY CONTROL POINT TABLE ON CENTER OUTSIDE DIAMETER ORDINARY HIGH WATER PUGET SOUND ENERGY POLYVINYL CHLORIDE RADIUS REINFORCED CONCRETE PIPING RIGHT OF WAY RIGHT GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARDS AND SPECIFICATIONS AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 2006, AND AS AMENDED BY THE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS AND THE CONTRACT SPECIAL PROVISIONS. 2. ALL WORK WITHIN THE SITE SHALL BE SUBJECT TO THE INSPECTION OF THE CITY ENGINEER OR DESIGNATED REPRESENTATIVE. 3. A COPY OF THESE APPROVED PLANS AND PROJECT SPECIFICATIONS MUST BE ON THE SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4, PRIOR TO ANY SITE CONSTRUCTION THAT INCLUDES CLEARING OR GRADING, THE SITE CONSTRUCTION LIMITS SHALL BE LOCATED AND IDENTIFIED BY THE CONTRACTOR'S PROJECT SURVEYOR AND APPROVED OF BY THE CITY. 5. TEMPORARY EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH APPROVED TEMPORARY EROSION AND SEDIMENT CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 6. PUBLIC STREETS SHALL BE CLEANED ONCE PER DAY OR AS DIRECTED BY THE CITY. FLUSHING OF STREETS WITH WATER WILL NOT BE ALLOWED. 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION. UTILITIES SHOWN HERE ARE FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID UTILITIES. CONTRACTOR SHALL CONTACT UNDERGROUND UTILITIES LOCATION CENTER (1 -800- 425 -5555) 48 HOURS PRIOR TO BEGrNNING OF CONSTRUCTION AND OBTAIN ON -SITE UTILITY LOCATIONS. 8. THE CONTRACTOR SHALL COMPLY WITH ALL OTHER NECESSARY PERMITS AND REQUIREMENTS BY THE CITY OF RENTON. SEE APPROVED PERMITS AND PERMIT REQUIREMENTS IN PROJECT SPECIAL PROVISIONS. 9. IN ACCORDANCE WITH APPROVED PERMITS, CONSTRUCTION WITHIN THE ORDNARY HIGH WATER (OHW) MARK WILL BE LIMITED TO BETWEEN JUNE 15, 2008 AND OCTOBER 15, 2008. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF TRAFFIC CONTROI PLANS. CONTRACTOR SHALL SUBMIT PLANS TO ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION. POINT DESCRIPTION NORTHING EASTING ELEV A FND MON IN CASE NAIL & CONC 164381,56 1299953.45 156.BD QB FNO MON IN CASE BRASS NAIL & PUNCH 164411.43 13DD334.67 174.97 C.O.R. # 1865 QC TEMPORARY BM 1139 -11.4 SET PACE NAIL & WASHER 164436.27 13DD318.06 175.21 SLOPE STORM DRAIN HORIZONTAL DATUM: NAG 83/91 CITY OF RENTON CONTROL POINT 1865 STORM DRAIN MANHOLE SOUTHEAST VERTICAL DATUM: NAVD 88 CTY OF RENTON BENCHMARK 1865 SHEET ELEV =174.97 SIMILAR SANITARY SEWER SANITARY SEWER MANHOLE STATION STANDARD SOUTHWEST STORMWATER POLLUTION PREVENTION PLAN TEMPORARY EROSION AND SEDIMENT CONTROL TOP OF GRATE TYPICAL VAULT VERTICAL WASHINGTON DEPARTMENT OF FISH AND WILDLIFE WATER SURFACE ELEVATION WEIGHT ffm 4 =I SL SECTION INDICATOR DRAWING ON WHICH SECTION IS CUT (Cl) A SECTION LETTER C2 DRAWING REFERENCE NUMBER ON WHICH SECTION APPEARS DRAWING ON WHCH SECTION APPEARS (C2) D ETAI L A SECTION LETTER DESCRIPTION (OPTIONAL) C1 DRAWING REFERENCE NUMBER SCALE: 1" = XX' ON WHICH SECTION IS CUT MIICY: MMl 1 AS SHOWN n�j CITY OF eDAT an RENTON Planning /Building /Public Works Dept s xmaw� suc ,�mmr � CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 DETAIL INDICATOR DRAWING ON WHICH DETAIL IS REFERENCED (Cl) DETAIL NUMBER C2 ORAWNG NUMBER ON WHICH DETAIL APPEARS DRAWING ON WHICH DETAIL APPEARS (C2) D ETAI L DETAIL NUMBER DESCRIPTION (OPTIONAL) C1 DRAWING REFERENCE NUMBER SCALE: 1" = XX' ON WHICH IS REFERENCED CARR. ROAD - PANTHER CREEK 8/19/08 EMERGENCY CULVERT REPAIR PROJECT LEGEND, ABBREVIATIONS, C2 GENERAL NOTES, AND SURVEY CONTROL 2 e /7 C ITRA ACCESP o C'O' D S AN TAGING AREAS cr) 10 NO. 31230�90DI'\ CL N CLEARING LiMr*D n GRAVC. G, SURFACINI sl_,� V, ASPHALT v, LAT T) PAVEMEN PID 110 7616OF 20, I-- CONSTRUC11ON EASEMENT (TYI O'DEC; 7 15, PE EASEVEN, 'M R "'C cc e 58 )9278 BfA I SEY I WAS �FNI - CIO I RM.1- 75,a5 W m "I , " IE 20"Vi GQ OR M, 31: 1- i2 - E 12,' �,IT(S tz C! 1 LH- 1,a, r"o PE EASEM� _—p.-_c_; 5845M CLEARING IJMiTS-- t: T RfiARY EMPO /'CONSTRUCTION .... .. EASEMENT,., it) f -0, 81358'9 D_Ij . .. . .... . . ...... PLAN SCALE: l'-2D' I G, �I\D I DEG 4 END �xpol Di RIK 1756 3 < CONSTRUCTION NOTES: (D CONTRACTOR TO INSTALL TEMPORARY CREEK 13YPASS SYSTEM, BYPASS SYSTEM SHOWN ON THIS DRAWING IS SCHEMATIC AND CONTRACTOR SHALL SUBMIT 13YPASS PLAN IN ACCORDANCE WITH THE SPECIFICATIONS FOR APPROVAL BY THE CITY. LOCATE PIPE AND COFFER DAMS TO ALLOW FOR CONSTRUCTION OF OTHER ;MPROVEMENTS INCLUDING HEADWALL, BOULDER CASCADE AND CULVERT BAFFLES. UPON COMPLETION OF PROJECT, ALL MATERIAL USED FOR THE TEMPORARY BYPASS SHALL BE REMOVED FROM THE SITE AND THE SITE RESTORED TO PRE-PROJECT CONDITIONS. AT A MINIMUM CREEK BYPASS SHALL BE W/24" DIAMETER BUTT-FUSED HOPE PIPE. THE SECTION UPSTREAM AND OUTSIDE OF THE EXISTING CULVERT SHALL BE 36" OtA AT MIN. 2% SLOPE AND SHALL RAVE A MITERED INLET. 36' PIPE SHALL TRANSITION TO 240 DIA USING SPECIALLY MADE FUTING THAT MATCHES INVERTS. 240 PIPE SHALL BE SUPPORTED WITHIN EXISTING CULVERT USING CONTRACTOR-DESIGNEO SYSTEM. BYPASS PIPE SHALL EXTEND FAR ENOUGH OOWNSTRF)M TO ELIMINATE NEED FOR A DOWNSTREAM COFFER DAM AND SHALL EXTEND FAR ENOUGH THAT OUTLET ELEVATION IS A MINIMUM OF 2 VERTHA FEET BELOW WORK AREA. ELEVATION OF INLEF SRALL BE 152.5 FT. PROVIDE SAND OR GRAVEL-FILLEO BAG COFFI]i DAM SYSTEM TO ELEVATION 156.5 FT ON UPSTREAM SIDE OF CULVERT, COFFER DAM SYSTEM TO BE CONTRACTOR-DESIGNED TO WITHSTAND ANTICIPATED HYDROSTATIC FORCES AND WITHSTAND OVERTOPPING. ALSO SEE GENERAL NOTE 1. CONNECT 12' TEMPORARY STORM DRAIN TO EXISTING 12" CMP AND DIRECT FLOW TO UPSTREAM SIDE OF COFFER OAM. INSTALL CATCH BASIN INSERTS (4) AT FIRST CB WEST AND EAST OF CULVERT. SEE DETAIL I ON DWG C3. EXCAVATE SUMP AT LOW POINT WHERE FLOMi EXIT EXISTING CULVERT. LINE SUMP WITH PLASTIC. DIRECT ANY CONTAMINATED CONSTRUCTION WATER/SEEPAGE (E.G., AFTER SAND BLASTING OPERATIONS OR CONCRErE WORK) DISCHARGING FROM CULVERT TO SUMP AND PUMP TO HOLDING TANK FOR HAUL TO DISPOSAL SITE UPON REMOVAL OF EXISTING DAMAGED CULVERT SECTION, RELOCATE LINED SUMP TO CAPTURE CULVERT SEEPAGE AT NEW OUTUET LOCATION. INSTALL TEMPORARY SILT FENCE ACROSS CREEK BOTTOM AND AT TOP OF CHANNEL BANKS ALONG CREEK, SEE DETAIL :2 ON DWG C2. AS CONSTRUCTION PROCEEDS, RELOCATE SILT FENCE WHEN NECESSARY AND AS DIRECTED 13Y ENGINEER. INSTALL SUMP AND PUMP SYSTEM TO COLLECT ANY LEAKAGE FROM COFFERDAM AND PUMP TO UPSTREAM SIDE OF COFFERDAM. SUMP TO BE M NIMUM OF 3 FT DEEP, WITH PERF PIPE AND BACKnLLEo WITH WASHED ROCK. CONTRACTOR MAY USE EXISTING PAVED AREAS WITHIN EASEMENT FOR ACCESS AND STAGING. ANY ADDITIONAL STAGING AREA NEEDED SHALL BE CONTRACTOR OBTAINED. 100 CLEARING LIMITS TO CULVERT INLET IS FOR TEMPORARY ACCESS AND INSTALLATION OF TESC FEATURES. NOTE AN ENSTING CMP HALF-PIPE IN THIS AREA WILL NEED TO BE RESTORED IF DISTURBED. A LARGE CLEARING LIMITS AREA IS PROVIDED IN THIS AREA TO PROVIDE CONTRACTOR Fl EXIBILITY IN SELECTING MAIN POINT OF ACCESS TO WORK AREA. ONCE MAIN POINT OF ACCESS IS SELECTED, CONTRACTOR TO REDUCE CLEARING LIMITS TO EXTENT PIRACTICAL GENERAL NOTES: 1. BYPASS SYSTEM IS SIZED TO PASS MODERATE TO HEAVY FALL STORMS WED ON 2 YEARS OF GAGED FLOW. CONTRACTOR SHALL MAINTAIN SUFFICIENT i I MATERIALS ON SITE TO RAISE HEIGHT OF COFFER OAM 1.5 FT IN CASE OF LARGE STORM EVENT. PACE AS SHOWN AS 0 100% SUBMITTAL — SL DATL I — — JCB NO. REVISION APPIR TESC NOTES: 1. TIHE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE. REPLACEMENT, AND UPGRADiNG OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 2. THE BOUNDARIES OF THE CONSTRUCTION LIMITS SHOWN ON THIS PLAN S14ALL BE CLEARLY FLAGGED BY THE CONTRACTOR USING YELLOW CONSTRUCTION TAPE WITH 20W WOODEN STAKES SPACED AT 20' MAXIMUM PRIOR TO CONSTRUCTION. ELECTRONIC FILES WILL BE PROVIDED TO THE CONTRACTOR FOR LOCATION OF THE LIMITS. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CONSTRUCTION UMITS SHALL BE PERMITTED. THE CONSTRUCTION LIMITS SHALL BE MAINTANED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. LARGE WOODY DEBRIS MAY BE PLACED OUTSIDE THE CONSTRUCTION LIMITS. 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED- 4. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR CONSTRUCTION SEQUENCING AND UNEXPECTED STORM EVENTS AND SHALL BE MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ErC.). 5. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. DAMAGED OR IMPROPERLY FUNCTIONING EIMPS SHALL BE REPLACED AT NO ADDITIONAL COST TO THE CITY. 6. ANY AREAS OF D(POSED SOILS THAT WILL NOT BE DISTURBED FOR TWO DAYS SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEED'NG, MULCHNG, PLASTIC COVERING, ETC.). 7. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHN A CATCH BASIN. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LAOEN WATER INTO THE DOWNSTREAM SYSTEM. B. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL 15 REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 9. USE REINFORCED PLASTIC FABRIC TO COVER STOCKPILED ITEMS WHEN NOT IN USE. THE REINFORCED PLASTIC FABRIC SHALL BE HELD DOWN BY A MINIMUM OF 10LB SANDBAGS PLACED EVERY 1D FEEr ALONG THE EDGE AND ACROSS THE PILE. 10. IN ACCORDANCE WITH THE DEPARTMENT OF ECOLOGY REQUIREMENTS, WASTEWATER FROM CEMENT CONCRETE, MASONRY, ASPHALT CONCRETE CUTTING OR POURING OPERATIONS, PETROLEUM PRODUCTS, HYDRAULIC FLUID, SEOIMENT-LADEN WATER, CHEMICALS, OR ANY OTHER TOXIC OR DELETERIOUS MATERIAL SHALL NOT BE ALLOWED TO ENTER OR SEP INTO STORM DRAANAGE SYSTEMS OR SURFACE WATERS. ANY WASTAGE OR WATER COMING IN CONTACT WITH FRESH CONCRETE SHALL BE COLLECTED IN AN IMPERVIOUS SUMP FOR COMPLIETE REMOVAL AND DISPOSAL TO PREVENT CONTAMINANTS FROM ENTERING GROUND OR SURFACE WATERS. 11. CONTRACTOR SHALL COMPLY WITH ALL APPROVED LOCAL STATE AND FEDERAI - REQUIREMENTS FOR PROTECTION OF WATER QUALITY. SEE PROJECT SPECIFICATIONS FOR COPIES OF PROJECT PERMITS. A COPY OF THE APPROVED HYDRAULIC PROJECT APPROVAL (HPA) SHALL BE KEPT IN A VISIBLE LOCATION. ALL WORK BELOW THE ORDINARY HIGH WATER LINE (OHWL) SHALL BE BEWEN JUNE 15, 2008 AND OCTOBER 15, 2008. 12. CONTRACTOR SHALL CAPTURE AND SAFELY REMOVE AND RELOCATE FISH WITHIN THE TEMPORARY DIVERSION AREA IN ACCORDANCE WITH THE HPA REQUIREMENTS. PRIOR TO INSTALLING TEMPORARY BYPASS, CONTRACTOR SHALL OBTAIN A WASHINGTON DEPARTMENT OF FISH AND WILDLIFE (WDFW) SCIENTIFIC COLLECTING PERMIT PER SPEC SECTION 1-07.6 AND INSTALL FISH BLOCK NETS AND HAND NET FISH FROM WORK AREA PER PERMIT REQUIREMENTS. CONTRACTOR SHALL HAVE A QUALIAEO BIOLOGIST CAPTURE AND SAFELY MOVE FOOD FISH, GAME FISH, AND OTHER FISH LIFE FROM THE JOB SITE. CONTRACTOR SHALL HAVE FISH CAPTURE AND TRANSPORTATION EQUIPMENT READY AND ON THE JOB SITE. CAPTURED FISH SHALL BE IMMEDIATELY AND SAFELY TRANSFERRED TO FREE-FLOWING WATER DOWNSTREAM OF THE PROJECT SITE. CITY OF RENTON Planning/Building/Public Works Dapt. 20 0 20 40 1"=20'-V I — — - Scale Feet CARR ROAD - PANTHER CREEK EMERGENCY CULVERT REPAIR PROJECT TEMPORARY EROSION AND SEDIMENT CONTROL C 1 3 '8 � 1 ,A 1 iP ,141 2t \ n JvI' Q \ 1 y `" \ ` ' EX;ST OH J ti ��7 / L5 �'.\ \ \ 78 ctrl` /i Ir P k T 180 ' CV /Vr! L v jr i > • i CARR ROAD CL P \ \ I'JLG GY Di `>Iv"� ,'1 [ C R 13 f 170 _ ! � 3 C — I_i .- ' SOLDIER PILE WALL EXISTING GRADE r r f r ` 6:5 L �- - i � t F � ,1' �� `� � , � �' �� i � I_ YE" li� 3COh ?7c`3 i60 - -r _ �o ' , `�� 1 i C� ' J- 1 % 1$ 1 EXISTING �2 ORDINARY HIGN WATER LINE '' '� � 15 � g� '� �., t� 1 1( I h� J' � DAMAGED :�, - { F T , r r , NAIL 15D CULVERT (TO BE 4d r� REMOVED) _ — 175 _ j BOULDERS � \ `CASCADE, _,. t 140 BAFFLES 11-# 1 =V -' 71 PROPOSED 7.5'('(YP} (^ _ _.,: J- C �f =1 7w�, 3�� A� EX IE 144.4 I } _ (} 5 -- _ ,i / ._ . - 11 . � [�' r' _ `yak _ ,i 1, �%1 ' t ti PROPOSED _ E �� l•,�5�?� 13D STREAM BEDS a ` ��... "-- - a D0'0ih?`NARD 0 +00 1 +00 � BOULDER CASCADE 2 +00 TEMPORARY CONSTRUCTION' 1 ' a EASEMENT SEE NOTE 3 4 SOLDIER ' _ _ _ _ — __ - PROFILE -- `� PILE WALL _ HORIZ SCALE. 1 " -20 CC VERT SCALE: 1 " -10' OPE - -MEi�! _- - " t _ ''� j �. Jr 8�5357 ` D - 1 I r _ J Y , E�_ I�, i g �� ;_ t , .r KEYED NOTES. C3 1 / t, v: Jr,� ' -tiCR�1 � DRIVE GENERAL NOTES INSTALL 16 OF BAFFLES TNG CULVERT INVERT WITH _ a - _ - -__. .,+ 8 1' f' ` r'01�1 pu 1. APPLY EROSION CONTROL BLANKET (JUTE MATTING) TO ALL CONCRETE. SEE SECTION A ON DWG C -3 FOR TYPICAL SECTION. 1 T3 Gtit \ SLOPES 2:1 AND STEEPER. TLL - ! O2 REMOVE AND DISPOSE OF APPROXIMATELY 33 FEET OF DAMAGED 2. ELECTRONIC FILE WILL BE PROVIDED FOR LOCATION OF FINISHED _ SECTION OF 7B INCH DIAMETER CMP PIPE. — \ ORIV lN.� GRADE CONTOURS. " C' w .. O3 NEW SOLDIER PILE WALL. SEE DRAWINGS S -1 AND S -2. 3. SEE DWG C1 FOR FULL EXTENT OF TEMPORARY CONSTRUCTION - - o i ,, �0 itjf -- i pq & G' 1T1i R `, - FND PAitri�P\ Gl�i z� ,'r' EASEMENTS. ® 88 LF OF NEW 4' HIGH CHAIN LINK FENCE, TYPE 6. SEE CITY OF V " CHAIN LINK® 1 ' J 0" , ah RENTON STD PLAN L002. SET FENCE APPROX 6 INCHES FROM a O FENCE ✓ 4. ANY TEMPORARY FILL MATER AL PLACED TO FACILITATE WALL. \ / BR, )S NAIL UCTION .AC I CONSTR CESS SHALL BE COMPLETELY REMOVED TO b441 1 " RE- ESTABLISH EXISTING GRADES, EXCEPT WHERE SHOWN ON BOCATON E JOCS '. THESE DRAWINGS. O INSTALL BOULDER CASCADE WITHIN AREA BOUND BY NEW / 7A. c7 / HEADWALL BOULDER CASCADE SHALL TRANSITION TO MATCH 5. RESTORATION. BOULDER CASCADE SHALL BE PLANTED WITH \` 31 }� WILLOW STAKES AS SHOWN ON THE DRAWINGS. ALL OTHER EXISTING GRADE AT END OF NEW HEADWALL. SEE DETAIL 3 ON DWG C -3 FOR PLAN OF BOULDER PLACEMENT. ALSO SEE KEYED DISTURBED AREAS SHALL BE HYDROSEEOED. NOTE 15. \ -- EXISTING 78' ^� 6 A A CONCRETE R A CORRUGATED STEEL E , OR ® CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES AND -- l S DEWALKH DAMAGED DURING CONSTRUCTION DSHALL BE RESTORED PLATE CULVERT —� T NO COST TEMPORARILY RELOCATE OVERHEAD POWER AND TELEPHONE TO A TO THE OWNER � �` LOT 3123059001 FOR ACCESS TO WORK AREA CLEAR AND REMOVE TREES WITHIN UMfTS OF HEADWALL AND I 26 -INCH AND 36 -INCH MAPLES. SALVAGE 4 25 TO 30 FOOT LONG SECTIONS OF MAPLE TO USE AS WOODY DEBRIS IN KEYED NOTES CONTINUED: CHANNEL. ENGINEER SHALL SELECT LOG SECTIONS. LOCATE AND -17TER \ SET WOODY DEBRIS IN LOCATION SPECIFIED BY DESIGN ENGINEER BOULDER CASCADE - - ° MATERIALS SHALL BE VERTICAL AS POSSIBLE (R W BECK) CONTRACTOR SHALL PROVIDE 2 DAYS NOTICE TO �._ C VA I CREEK FOR PLACEMENT N TWO LOGS OGS ENGINEER THE ENDS OF�THE SOLD(2D6-695-4608). ER PILE WALL 3HAUE BE \, I5 "'RCF - fir, - -- > o_— - O TALL PR PIPE AND _ . STRUCTURE RAND PIPING. ANY DAMAGE TO PIPING IORI STRUCTURE CONNECTING CABLE WRAPPED AROUND LOG. SHALL BE REPLACED AT NO COST TO OWNER. $� O O EAST-WEST —` \ iyi i iiu 1 t, c'� _ l „IBC , - SE EXTREME CAU110N $ f J X;? s _ j1 CONTFACTOR TG REMOVE EXISTING RIP RAP OVERFLOW PAD AS NOTRSHOWN TF RIECLARITYI CONTRACTOR TO USE 1. C +- _ — - - J S - 701---", NECESSARY FOR PiLE/WALL CONSTRUCTION. RIP -RAP SHALL BE AROUND OVERHEAD UTILITIES. 14 -r -' i :. G — — -- r; •? STOCKPILED AND USED TO RESTORE TO MATCH EXISTING v; n E ); t_?, G± 11, eM1r`= '` CONDITIONS. 0 REGRADE LOCALIZED AREA OF EXISTING SLOPE TO PROVIDE UNIFORM SIDE SLOPE BETWEEN BACK OF SIDEWALK AND NEW Y HEADWALL MAX SLOPE= 1 5 PROVIDE 2H 1V SLOPE FROM NORTHWEST END OF HEADWALL EXTEND LIMITS OF BOULDER CASCADE ONLY AS NECESSARY TO •?, - � - � (� �1 r='� � `, �t 10 CONTRACTOR MAY TEMPORARILY REMOVE 4' CHNN LINK FENCE �Ci�.'j ~li \ FOR ACCESS. FENCE SHALL BE REPLACED WITH NEW FENCING AT � _ h V A •' `. ° ,1I I 5:1 - r�� NO COST TO THE OWNER. - -- 20 SLOPE Ef�SEMEftiI�T .; , \ i x - �j�4j3�% �� .. °" �, J - A �` r 11 IN ADDITION TO LINED SUMP USED TO COLLECT ANY f� 1} \ \ I b 1 -10 _p 10 CONTAMINATED SEEPAGE FROM CULVERT OUTLET CONTRACTOR yy F SPECIFICATION. t 5 D 0 ScG'e eet SHALL INSTALL SEPARATE DEWATERING SYSTEM PER SPECIFlCA A SEPARATE SUMP AND PUMP SYSTEM TO $ / by S• J _ _ !` — '`" "t' 20 0 20 4D CON ROLMGROUNDWATER DURING INSTALLATION OF SOLDIER PILE ORDINARY HIGH WATER 1 "= 20' -O" WALL. PUMP TO BAKER TANK OR VEGETATED AREA APPROVED BY ( Scale Feet ENGINEER. PACE CARR CARR ROAD - PANTHER CREEK 8/19/08 1 „� AS SHOWN AM CITY OF PLAN N r �,,� ® AS -ice EMERGENCY CULVERT REPAIR PROJECT srAt �' _ REN TON «� SCALE: 1 " =10' 0 100% SUBMITTAL B 14 OB asp L m.� 2 -04 oe jce DAT IAi P PLAN AND PROFILE C2 unu r�ss Planning/Building/Public Worlca De t NO. REVISION BY DATE APPR �+*" �,or�.o, MSG 4 ' 8 �a�oo�oc plt qqt C*? T�. N CL 3 N 0 i ! N S u a v 1; M a n ADAPTOR SKIRT, TRIM TO WITHIN r RETRIEVAL STRAP 3" - 5° OF GRATE OVERFLOW BYPASS FOR PEAK STORM VOLUMES GEOTEXTILE FABRIC SEDIMENT ACCUMULATION NOTES: 1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON PLACEMENT OF A NEW CATCH BASIN. 2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL (12- INCHES FROM THE TOP OF THE SEDIMENT TO THE BOTTOM OF THE GRATE.) 3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING, AND RE- INSERTING IT INTO THE CATCH BASIN. DISPOSE OF SEDIMENT IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. DETAIL CATCH BASIN INSERT C1 NO SCALE CONCEPTUAL PLAN OF BOULDER PLACEMENT NO SCALE I DETAIL 2 TEMPORARY SILT FENCE C1 NO SCALE EXSTING STRUCTURAL STAINLESS STEEL PLATE CU_VERT, APPROX BAFFLE, TACK WELD TO 75" WGH x 68" W DE, EXISTING CULVERT TO 2X6 CORRUGATIONS HOLD IN PLACE DURING SEE NOTE 2 ` 1 CONCRETE PLACEMENT. SEE DETAIL 4, THIS OWG. C CLASS 400D CONCRETE 4#4 3 — 1 1(3 #4x3D "x32" RAD ` 06" SPACING SAND BLAST AND APPLY EPDXY BONDING AGENT TO CONCRETE CONTACT AREAS NO. I REVISION TYPICAL SECTION PROPOSED PIPE CROSS SECTION C2 SCALE: 1 ° =1' TEMPORARY 24" CREEK BYPASS (CONTRACTOR TO DETERMINE ACTUAL LOCATION AND METHOD FOR ATTACHMENT TO CULVERT) AS SHOWN I s B 19 D8 a6.m co unu cuc .,m.a BY DATE APPR �.__ NOTES: 1. THE INTENTION IS TO CREATE A ROUGH, NOT SMOOTH, CHANNEL RANDOM ROCK PROTRUSIONS NEEDED TO PROMOTE CASCADING WATER. 2. EXISTING CORRUGATED STEEL PLATE CULVERT DIMENSIONS VARY ALONG ITS LENGTH. ORIGINAL DESIGN IS LIKELY A VERTICAL EWPSE HAVING NOMINAL DIMENSIONS OF 76 -INCH HIGH BY 66 -INCH WIDE. ACTUAL MEASUREMENTS SHOW THE HEIGHT AND WIDTH CAN VARY BY INCHES AND POSSIBLY MORE IN SOME LOCATIONS. 3. STAINLESS STEEL BAFFLES SHALL BE POSITIONED IN THE TROUGH OF THE CORRUGATIONS. WHERE BAFFLE EXTENDS ABOVE THE CONCRETE PLACED ON FLOOR, GROUT VOID SPACE BETWEEN BAFFLE AND CORRUGATION TO OBTAIN A COMPLETE SEAL STAINLESS STEEL BAFFLE PL. SEE NOTES 2 AND 3. CONTRACTOR TO CUT WOOD TEMPLATE AT EACH BAFFLE LOCATION TO CONFIRM PLATE FIT WITH EXISTING PIPE. DETAIL 4 STAINLESS STEEL BAFFLE - SCALE: 1"=l' TYPICAL SECTION B BOULDER CASCADE C2 SCALE: 1"=4' CARR ROAD - PANTHER CREEK EMERGENCY CULVERT REPAIR PROJECT CIVIL SECTIONS AND DETAILS GRADE TAKES 4T 3' O.C. ;KNESS OF BOULDERS. )TE 1 1 AND GRAVEL 8/19/ goo LL 8 S 8 8 N 0 0 U O i N N16476.27 El 300260.25 /`FS sA T `r�O,nc�yC N164485.88. E13DD282.20 FACING LOWER WALER LOWER 8" PIPE BRACE LOWER / WALER r WE L Q3 W6X20 TEMPORARY BRA( CONCRETE FACING ODU/TT�UNI 1 PIPE 7 KEL 158.0 8 BRACE- t s TY'P >- EL SOLDIER PILE, TYP OF 17 EL 149.9 8 15 d' 14o, EL 147.5 �c^Jj EL 145.0 14 ® s S• �% I `a. 13 �( EL 140.0 8 UPPER 8" PIPE BRACE LOWER 8" PIPE BRACE N16445< E13003( (�CUU 4164452.08 131)0285.54 11' ,i• SOLDIER PILE WALL SCALE: 1 " =5' ►11101 . Oy y SOLDIER PILE SCHEDULE PILE NO. PILE SIZE BOTTOM ELEVATION (FT) O TOP ELEVATION (FT) TOTAL LENGTH (FT) MIN PILE SHAFT OIA (IN) O 12X79 125.0 149.7 24.7 18 O 12X79 125.0 152.3 27.3 18 O 12X79 125.0 154.8 29.8 18 ® 12X79 125.0 157.3 32.3 18 0 12X79 125,0 159.8 34.8 18 © 12X79 125.0 162.1) 37.0 18 70 12X79 125.1) 163.3 38.3 18 ® 12X79 125.1) 165.0 40.0 18 U9 12X79 125.0 163.4 38.4 18 10 12X79 125.0 162.8 37.8 18 11 12X79 125.0 165.0 40.1) 18 12 12X79 125.0 163.9 38.9 18 13 12X79 125.0 162.1 37.1 18 14 12X79 125.0 158.1 33.1 18 15 12X79 125.0 155.2 30.2 18 16 12X79 125.0 152.4 27.4 18 17 12X79 125.0 149.0 24.1) 18 TYP/---j PIPE BRACE-. APPROX EXISTING GROUND i TEMPORARY rtTOP WALER EL 159.50 : 0 • Q -CONCRETE OUTLINE s ff BOTTOM i&6 EL 151.50 © EL 125.0 1 i, /TIMBER y y LAGGING, JS3 SOLDIER PILE 11 17 16 15 14 13 RAC NG�2 t0a ELEVATION SOLDIER PILE WALL, TEMPORARY CONSTRUCTION CONDITION NOTES: SCALE: 1 " =5' 1. SEE DWG S2 FOR GENERAL AND END WALL KEYED NOTES. EL 164.0 ,y Il I 1 I EAST SIDE WALL 1 WEST SIDE WALL TRIM PILES TOP WALERI I 11 1 1 TO TOP OF WALL PIPE I I 1 (I ` I I I BRACE 1 S2 1 1 1 1 ( BOT WA RI ,-C7 I I I I � � I � I r A, I II -II EL 146.0 n II I I II 1 1 I I GIRADEI I I I II II I1 II II II EL 138.0 f°l i"1 F1 Y Y Y y i 17 1'6 15 14 13 I WLLP I 1 1 I I I I I I I I 11 1 1 HOLES 71 i I I I I n 11 1° I I EXIST CMP I I° ° ° I I 1 1 1 1 I I I I EL 146.0 I 1 II II 1 11 II I 1 II 11 II II EL 140.0 II II 11 11 II I1 II I1 11 Li 11 n BOTTOM(" 1"'I F1 � F1 EL 138.0 - SOLDIER PILE y Y FACING Y y y I I I I 1 1 EL 125.0 12 N 111 ELEVATION SOLDIER PILE WALL, FINAL CONOITION SCALE: 1 " =5' °wr PACE s� AS SHOWN �� ^' • "� CITY OF RML RENTON 4 °� I ��rv�� Planning /Building /Public Works Dept SASr 5 15 D 5 1D 1"=5'-O" Scale Feet CARR ROAD - PANTHER CREEK 8/19/06 EMERGENCY CULVERT REPAIR PROJECT STRUCTURAL PLAN AND SECTIONS S 1 6 'e IM ©©I ME 0 v m Cm CI .1. p U D 0 t 0 L) 7 N 0 0 r w a: g v 0 i e °o v a I a r` M I a R N N ..oi PILE CENTERED IN HOLE, SEE PILE SCHEDULE FOR REQ'O SECTION -\, FIELD TRIM STEEL PILE AT TOP OF WALL FINISH COAT EXPOSED AREAS OF STEEL PILE---, AT TOP OF WALL SEE EXTRA REBAR DETAIL TOP OF WALL EL VARIES 4: SEE ELEVATIONS REMOVE EXPOSED TYP WALER TO " 3/8 STEEL PILE a TYP PIPE BRACE (Lv EXCAVATED SOIL /\ j 4 ° 1/4 TO WALER UPPER PIPE BRACE FOR LAGGING TIMBER LAGGING FILL W /CONCRETE TO TOP OF FLANGE SLOPE TO DRAIN, TYP STEEL PILE k4' LOWER PIPE BRACE BORED HOLE CONCRETE FACING 3" SCH 40 WEEP HOLE Q9 PILE CENTERED IN HOLE, SEE PILE SCHEDULE FOR REQ'D SECTION BOT OF FACING SECTION A TYPICAL SOLDIER PILE SECTION S 1 SCALE: 3/4 " =1' -D" w #5®12 g HORZ NW 17 g l� 0 �a LEAN CONCRETE SHAFT BACKFILL 4 7/8x6 HEADED STUD @ 12" VERT SPACING, #5012 TYP VERT FILL VOIDS BEHIND LAGGING W /SANG - TIMBER LAGGING (TREATED) - PREFABRICATED DRAINAGE MAT #6 @12 HORZ SECTION B TYPICAL SOLDIER PILE SECTION S1 EAST AND WEST SIDE WALLS SCALE: 3/4 " =1' -0" 1 iii;,' l>•�Ir�Ji�� \--- #6 @12 #5@12 HORZ VERT 7/8x8 HEADED STUD @ 12" VERT SPACING, TYP SECTION TYPICAL SOLDIER PILE SECTION S 1 END WALL SCALE: 3/4 " =1' -D" FILL VOIDS BEHIND LAGGING W /SAND TIMBER LAGGING (TREATED) - PREFABRICATED DRAINAGE MAT " o 1 2" MINIMUM BEARING W12 OR W18 WIDTH FOR LAGGING WALERS TO STEM WEB Td - REMOVED PILE FLANGE 3/8 CONCRETE FOR FLANGE TO\ N1 LAGGING FLANGE ct9r 4 CONTINUOUS 1/4" BENT PL TO SUPPORT LAGGING SHOP WELD TO STEEL PILE - CONCRETE FACING LAGGING CONTINUOUS 1/4" BENT PL TO SUPPORT LAGGING, SHOP WELD TO STEEL PILE DETAIL 2 CORNER Si SCALE: 3/4 "=1' -1)" 1 0 1 2 3 Scale Feet _P -E °°° _ —A5 SHOWN ` ® CITY OF aML RENTON .a 0 100% SUBMITTAL 8 19 OB >cw: L DATUM ` dCB °r Planning /Building /Public Works DepL a��ea NO. REVISION BY DATE APPR LICt: 1 g TYPICAL CORNER REINFORCEMENT D ETAI L CORNER ST SCALE: 3/4 " =1' -0" GENERAL NOTES LAGGING 1. ALL PILES, WALERS AND BRACES EXCEPT TEMPORARY BRACING NOT REMAINING AND CROSS BRACING SHALL BE PAINTED. ALL STEEL SHALL BE SHOP PRIME COATED. PILES SHALL BE PRIME COATED ONLY EXCEPT EXPOSED AREAS IN THE FINAL CONFIGURATION SHALL ALSO RECEIVE 2ND AND 3RO COATS. WALERS AND PIPE BRACES SHALL RECEIVE PRIME, 2ND AND 3RD COATS, AREAS OF WALERS WHICH WILL BE EMBEDDED IN THE CONCRETE FACIA SHALL RECEIVE FINAL PAINTING PRIOR TO FACIA PLACEMENT. 2. TIMBER LAGGING SHALL BE TREATED, HEM -FIR #1. LAGGING FOR END WALL SHALL BE 6X MEMBERS, LAGGING FOR SIDE WALLS SHALL BE 4X MEMBERS. 3. HEADED STUDS SHALL BE NELSON S& SHEAR CONNECTORS OR EQUAL. STUDS SHALL BE WELDED TO PILES USING STUD MANUFACATURERS WELDING TOOL TO PROVIDE FULL CAPACITY OF STUD. CONSTRUCTION NOTES \,_L/ wmnmwi rMLU vLmr i LVl AIIV 4 yr LA101JINU wLVLn1 TO AVOID INTERFERENCE WITH PILES 9 AND 10, Q2 TOP ELEVATION OF PILE IS FOR TEMPORARY CONDITION FOR LAGGING AND TEMPORARY STRUCTURAL STABILITY. 30 TEMPORARY BRACE SHALL REMAIN IN PLACE UNTIL CONCRETE FACING IS PLACED AND ACHIEVED STRENGTH OF 30DD PSI. ® CONTRACTOR MAY WELD A PLATE IN THE LOWER WALER OVER THE EXISTING CULVERT TO "SHOOT" SHOTCRETE AGAINST AS NECESSARY TO ACHIEVE CONSOLIDATION IN THIS AREA, O INSTALL W6 TEMPORARY BRACE AND TOP WALER PRIOR TO EXCAVATING BELOW EL 155. © INSTALL BOTTOM WALER PRIOR TO EXCAVATING BELOW EL 147. (7 INSTALL CROSS BRACING AS EXCAVATION PROCEEDS. EXCAVATE A MAXIMUM OF 2' BELOW BOTTOM OF INDIVIDUAL CROSS BRACING MEMBERS BEFORE INSTALLING THE CROSS BRACING. O8 CROSS BRACING ELEVATION INDICATES INTERSECTION OF PILE CENTERLINE AND CROSS BRACING CENTERLINE O9 INSTALL WEEP HOLE PIPE BY CAREFULLY CUTTING THROUGH DIMPLED BACKING BUT NOT CUTTING FILTER FABRIC MATERIAL. INSTALL WEEP HOLE PIPE THROUGH CUT HOLE AND SEAL HOLE WITH DUCT TAPE TO PREVENT INTRUSION OF CONCRETE WC CARR ROAD - PANTHER CREEK 8/19/08 EMERGENCY CULVERT REPAIR PROJECT r ' STRUCTURAL DETAILS S2 7 ,B III mW4 00 r" cv IL 0 ii U U 0 o° `n v 0 0 0 0 m N O a Z O h Z W z m G �o S i a M 0 m i D 0 t u z YL 2 EXTRA 6X ' HORZ. NF 2 EXTRA 5X1 HORZ,iFF i 13 12 11 10 2 EXTRA #6 AT TOP OF WALL AT WALL SLOPE 2 EXTRA #5X10' VERT, NF EACH SIDE, HK 0 TOP EXTRA #5X8' DIAG, 4 SIDES WALL ELEVATION EXTRA REINFORCEMENT SCALE 3/16 " =1' -0" DETAIL 2 SCALE: 1 1 /2" =1' -0" S 1 4x1 CORNER PILES TEt 0&(D NO. DETAIL 3 SCALE: 11/2 " =t' -0" S1 RBASION Ilm 44� / 1` TYP BOTH ENDS i CORNER PILES I! �n I I I I I I I it I I II I I I I I I I I I I I I I I I I I I Ili \ I'L 43 /8 TENSION BAR PLACED EtUSH WITH PILE l FLANGE AND / ATTACHED WITH SPLICE PLATE, SEE X-1\1NOTES 1, 2/ m PL 43/8 TENSION 13AR PLACED ON TOP OF FLANGE SEE NOTE 1, 2 — NOTE- 1. TENSION BAR MAY BE INSTALLED FLUSH WITH PILE FLANGE WITH SPICE PLATES OR MAY BE BENT OVER HSS COMPRESSION MEMBER AND WELDED TO FACE OF PILE WITH REQUIRED LENGTH OF WELD. 2. TENSION BARS ARE 43 /8 EXCEPT AT THE TWO LOCATIONS INDICATED ON ELEVATION DWG St. 1 HSS 6x2x1 /4 COMPRESSION MEMBER D ETAI L TYPICAL CROSS BRACING S 1 SCALE: 3/4 " =1' -0" & 11 i � --3x3/4x12" SPLICE PLATE ii II ii 1/4 I II 4X3 /8 TENSION BAR i I LOCATED RUSH W/ PILE I 1 FLANGE ii II II II II DETAIL 4 SCALE: 11/2 " =1' —O" — 12" 4" 6" 3" 0 1 Scote Feet 1 0 1 2 3 Scale Feet 2 0 2 4 6 8 10 12 14 3/16 " =1' -0" Scale Feet CARR ROAD - PANTHER CREEK 8/19/08 EMERGENCY CULVERT REPAIR PROJECT STRUCTURAL DETAILS S3