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Home My WebLink AboutzD-3375SetLLI DWG NO., SHT NO. Q z GENERAL W uj G 1 0 2 G2 ry 3 G3 W z 0. G4 WATER UTILITY AND SANITARY SEWER NOTES AND SPECIFICATIONS 5 G5 SURFACE WATER DRAINAGE, EROSION CONTROL, w EROSION CONTROL SEQUENCE AND HPA NOTES AND SPECIFICATIONS 6 G6 CONSTRUCTION SEQUENCING NOTES, MODEL TOXICS NF Q CONTROL ACT NOTES AND SPECIFICATIONS CIVIL 7 Cl 4' -36" DIA STORM SEWER PLAN CL Li 4' -36" DIA STORM SEWER PLAN 9 C3 SANITARY SEWER IMPROVEMENTS (SS), TEMP 405 �� ST ujW C4 WATER IMPROVEMENTS (W) W STA 0 +00 TO STA 0 +93 11 C5 TESC /CONSTRUCTION ACCESS CO) C6 m 13 C7 PROJECT LANDSCAPING '\� 14 L1 NE 50TH ST DETAILS 15 DT1 OUTLET STRUCTURE PLANS AND SECTIONS 16 DT2 OUTLET STRUCTURE DETAILS AND SECTIONS 17 DT3 DETAILS AND SECTIONS 18 DT4 SECTIONS uj DT5 LOCATION 20 DT6 DETAILS k/ lho t,��\�,�,� \ / �. / \ � � %� � / / b, ��\ \.� � / ",\. `a^•, .`,.,' ^_ ',°\ \ °�\ �\, \ , " \ \� 11'3\ / ��,_ �' � ®// ! / / - � S / 7 w IF Af i0om PROPOSED STORM qd �.• �� \, � \� � �\ � , � f c� // �/ ,, , , , � / IMPROVEMENTS / \ / / , i' IAI O/V PROJECT PLAN SCALE: 1 " =50' INDEX TO DRAWINGS DWG NO., SHT NO. SHEET TITLE GENERAL SE 72ND ST G 1 COVER 2 G2 LEGEND 3 G3 W z 4 G4 WATER UTILITY AND SANITARY SEWER NOTES AND SPECIFICATIONS 5 G5 SURFACE WATER DRAINAGE, EROSION CONTROL, w EROSION CONTROL SEQUENCE AND HPA NOTES AND SPECIFICATIONS 6 G6 CONSTRUCTION SEQUENCING NOTES, MODEL TOXICS NF Q CONTROL ACT NOTES AND SPECIFICATIONS CIVIL 7 Cl 4' -36" DIA STORM SEWER PLAN Z� S /ST Li 4' -36" DIA STORM SEWER PLAN 9 C3 SANITARY SEWER IMPROVEMENTS (SS), TEMP 405 �� ST 10 C4 WATER IMPROVEMENTS (W) W STA 0 +00 TO STA 0 +93 11 C5 TESC /CONSTRUCTION ACCESS 0v z C6 m 13 C7 PROJECT LANDSCAPING '\� 14 L1 NE 50TH ST DETAILS 15 DT1 OUTLET STRUCTURE PLANS AND SECTIONS 16 DT2 OUTLET STRUCTURE DETAILS AND SECTIONS 17 DT3 DETAILS AND SECTIONS 18 DT4 SECTIONS 19 DT5 LOCATION 20 DT6 DETAILS k/ �w LAKE WASHINGTON sz� � ^x bi SE 76TH ST SE 76TH ST w SE 7 TH PL s Al Qv SE 7 TH PL EXIT 7 ui U) NE 44T Si Li SE 79TH PL Q Z� �( _✓ r O NE 43RD ST z SE 80TH ST 405 Lu D \QD w Q m z SE 81ST ST m Q 1328 ET s SE 82ND ST INDEX TO DRAWINGS DWG NO., SHT NO. SHEET TITLE GENERAL 1 G 1 COVER 2 G2 LEGEND 3 G3 SURVEY CONTROL TABLE AND MAP 4 G4 WATER UTILITY AND SANITARY SEWER NOTES AND SPECIFICATIONS 5 G5 SURFACE WATER DRAINAGE, EROSION CONTROL, EROSION CONTROL SEQUENCE AND HPA NOTES AND SPECIFICATIONS 6 G6 CONSTRUCTION SEQUENCING NOTES, MODEL TOXICS CONTROL ACT NOTES AND SPECIFICATIONS CIVIL 7 Cl 4' -36" DIA STORM SEWER PLAN 8 C2 4' -36" DIA STORM SEWER PLAN 9 C3 SANITARY SEWER IMPROVEMENTS (SS), TEMP SD DIVERSION SS STA 0 +00 TO STA 2 +28 10 C4 WATER IMPROVEMENTS (W) W STA 0 +00 TO STA 0 +93 11 C5 TESC /CONSTRUCTION ACCESS 12 C6 TESC /CONSTRUCTION ACCESS 13 C7 TESC /CONSTRUCTION ACCESS LANDSCAPING 14 L1 LANDSCAPING PLAN DETAILS 15 DT1 OUTLET STRUCTURE PLANS AND SECTIONS 16 DT2 OUTLET STRUCTURE DETAILS AND SECTIONS 17 DT3 DETAILS AND SECTIONS 18 DT4 SECTIONS 19 DT5 DETAILS AND SECTIONS 20 DT6 DETAILS VICINITY MAP NOT TO SCALE SURVEYED: SCALE: DATE: VERTICAL, NAVD 1988 HORIZONTAL: NAD ,983/199, •► CITY O RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08 DESIGNED: AS SHOWN .I } (� I T (� flELD800K: R. HERMES R E N I O I V PAGE: DRAWN: J. BETZVOG ONE I COVER DRAWING NO: I NCH DATU M CHECKED: AT FULL scALE Planning /Building /Public Works Dept. G 1 IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: 1 OF:2 0 3 L31,7 5 QLl i ti M M h N a T I 1231 FRYAR AVENUE SUMNER, WASHINGTON 98388 T. 253.883.5128 F. 253.883.8918 www.Feremetro�mm c CITY OF RENTON RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT PROJECT # SWP -27 -3375 CHECKED nR (.nMPI_IANCF WITH CITY STANDARDC By+ _ Datei_1 22- IO By 7,_C a Date-La to By'-- ---- -- ---- -- Date'------- - BY,---- --------- - -- Datel_------- @E0D) U. F�iP°yAL By, ,pN�'-�- __ - - -- Date1 �te�0� By J944'24- -_ --- Date, �za�a� By, - -__ - -_ -- Date, - By, - -- --- - - --- Date =-- --- - -- PROPERTY LINE DISCLAIMER The.. property lines shorn hereon are: based on available Information, not on a' surveyed location and are only approximate, BASE SURVEY_ INFORMATIO I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER MY SUPERVISION. J AA0 A 3 -24-o8 SURVEYOR'S NAME DATE NO. ° o I PROPOSED STORM I IMPROVEMENTS PROJECT PLAN SCALE: 1"=50' " =50' N SE 72ND Si w �- z a " c fSS w r 405 ST m m PROJECT _�° 50TI1 S LOCATION LAKE WASHINGTON r" z SE 76TH ST 2 SE 76TH ST ^ a� in SE 7 iH PL � a SE 7TH PL EXIT 7 ss NE hhi w SE 797 11 PL a' t NE 43RD ST N o m a SE 80TH ST � os I w 1° z n zi w q a z SE 81ST ST � o 1328 ET 3 SE 82ND ST REVISION D=1337502 INDEX TO DRAWINGS E' SHT NO. Z v WO w G1 a 2 G2 a. I 03 SURVEY CONTROL TABLE AND MAP CL G4 WATER UTILITY AND SANITARY SEWER NOTES AND SPECIFICATIONS W G5 SURFACE WATER DRAINAGE, EROSION CONTROL, EROSION CONTROL SEQUENCE AND HPA NOTES w AND SPECIFICATIONS 6 G6 CONSTRUCTION SEQUENCING NOTES, MODEL TOXICS CONTROL ACT NOTES AND SPECIFICA -IONS 0 a C1 4' -36" DIA STORM SEWER PLAN 8 C2 4' -36" DIA STORM SEWER PLAN 9 C3 SANITARY SEWER IMPROVEMENTS (SS), TEMP W SD DIVERSION SS STA 0 +00 TO STA 2 +28 10 C4 WATER IMPROVEMENTS (W) W STA 0 +00 TO STA 0 +93 11 C5 TESC /CONSTRUCTION ACCESS 12 C6 TESC /CONSTRUCTION ACCESS 13 C7 TESC /CONSTRUCTION ACCESS LANDSCAPING 14 L1 LANDSCAPING PLAN DETAILS 0 DT1 OUTLET STRUCTURE PLANS AND SECTIONS 16 DT2 OUTLET STRUCTURE DETAILS AND SECTIONS 17 DT3 DETAILS AND SECTIONS Z DT4 SECTIONS 19 DT5 DETAILS AND SECTIONS Z DT6 DETAILS W J IL J 7 m N I 1231 FRYAR AVENUE SUMNER, WASHINGTON 98388 T. 253.883.5128 F. 253.883.8918 www.Feremetro�mm c CITY OF RENTON RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT PROJECT # SWP -27 -3375 CHECKED nR (.nMPI_IANCF WITH CITY STANDARDC By+ _ Datei_1 22- IO By 7,_C a Date-La to By'-- ---- -- ---- -- Date'------- - BY,---- --------- - -- Datel_------- @E0D) U. F�iP°yAL By, ,pN�'-�- __ - - -- Date1 �te�0� By J944'24- -_ --- Date, �za�a� By, - -__ - -_ -- Date, - By, - -- --- - - --- Date =-- --- - -- PROPERTY LINE DISCLAIMER The.. property lines shorn hereon are: based on available Information, not on a' surveyed location and are only approximate, BASE SURVEY_ INFORMATIO I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER MY SUPERVISION. J AA0 A 3 -24-o8 SURVEYOR'S NAME DATE NO. ° o I PROPOSED STORM I IMPROVEMENTS PROJECT PLAN SCALE: 1"=50' " =50' N SE 72ND Si w �- z a " c fSS w r 405 ST m m PROJECT _�° 50TI1 S LOCATION LAKE WASHINGTON r" z SE 76TH ST 2 SE 76TH ST ^ a� in SE 7 iH PL � a SE 7TH PL EXIT 7 ss NE hhi w SE 797 11 PL a' t NE 43RD ST N o m a SE 80TH ST � os I w 1° z n zi w q a z SE 81ST ST � o 1328 ET 3 SE 82ND ST REVISION D=1337502 INDEX TO DRAWINGS DWG NO. SHT NO. SHEET TITLE GENERAL 1 G1 COVER 2 G2 LEGEND 3 03 SURVEY CONTROL TABLE AND MAP 4 G4 WATER UTILITY AND SANITARY SEWER NOTES AND SPECIFICATIONS 5 G5 SURFACE WATER DRAINAGE, EROSION CONTROL, EROSION CONTROL SEQUENCE AND HPA NOTES AND SPECIFICATIONS 6 G6 CONSTRUCTION SEQUENCING NOTES, MODEL TOXICS CONTROL ACT NOTES AND SPECIFICA -IONS CIVIL 7 C1 4' -36" DIA STORM SEWER PLAN 8 C2 4' -36" DIA STORM SEWER PLAN 9 C3 SANITARY SEWER IMPROVEMENTS (SS), TEMP SD DIVERSION SS STA 0 +00 TO STA 2 +28 10 C4 WATER IMPROVEMENTS (W) W STA 0 +00 TO STA 0 +93 11 C5 TESC /CONSTRUCTION ACCESS 12 C6 TESC /CONSTRUCTION ACCESS 13 C7 TESC /CONSTRUCTION ACCESS LANDSCAPING 14 L1 LANDSCAPING PLAN DETAILS 15 DT1 OUTLET STRUCTURE PLANS AND SECTIONS 16 DT2 OUTLET STRUCTURE DETAILS AND SECTIONS 17 DT3 DETAILS AND SECTIONS 18 DT4 SECTIONS 19 DT5 DETAILS AND SECTIONS 20 DT6 DETAILS VICINITY MAP 92L I .NOT TO SCALE N As -bul�T sem�lc¢ scuE RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/2t 08 9ES�CNEU� AS SHOWN x�a,1w �^ 1933 „�, E: CITY TY 0 F / R. HERMES 3�- R E N TO N RflL999N, 9R= =” COVER ASE J. BE2VOG IXlE erex DATUM o9Axae NO: CNECNEU ATAT iU� Oa7o r NOT CNE INCH Planning /Building /Public Works Dept. G1 BY DATE APPR ,rvxam: �"�"wNOO' T? 4gogm N R: 1 20 D-337S01 r. M M ti N a N z 0 z W W O 0 o: a a W W O 61d 0 Z W W J c. 70 t D c LINETYPES: SYMBOLS: SYMBOLS: EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION BUILDING LINE (EXISTING) = EMBANKMENT Fo -0- 1 SHRUBS CREEK /DITCH CENTERLINE (EX) o MAIL BOX CURB /PAVEMENT /SIDEWALK (EX) C.crx_t ROCKERY CSBC CONSTRUCTION ACCESS ROAD (PROPOSED) ----------------------- - - - - -- OPTIONAL CONSTRUCTION ACCESS ROAD (PROPOSED) TREE (CONIFER) QUARRY SPALLS FENCE (EXISTING) TREE (DECIDUOUS) x x x FENCE (PROPOSED) -❑- SIGN � � RIP RAP — ❑- ❑- ❑ -❑ -❑— SILT FENCE (PROPOSED) x( YARD. LIGHT SSAS FENCE PROPOSED METER g � F`g`n (PROPOSED) ® GAS ; 8; n n n agg;�ag STREAM GRAVEL n n n n n n PSI GAS VALVE GUARDRAIL (PROPOSED) - - - - - ORDINARY HIGH WATER MARK FP-1 POWER VAULT -o- UTILITY POLE CONC MARSH /SWAMP PERIMETER E-- UTILITY POLE ANCHOR CENTERLINE (EXISTING) ❑ TELEPHONE RISER D CDF - - CENTERLINE (PROPOSED) mT TELEPHONE VAULT ------------------------------ CONTOUR (EXISTING) o ANGLE POINT $ s,Y(T - — — — — — - CONTOUR (INDEX) 0 BLOCK CORNER �'„ ASPHALT ua.u.< CONTOUR (PROPOSED) ® MONUMENT (SURFACE) 0 SURVEY CONTROL POINT SHOULDER EASEMENT (PERMANENT) a SANITARY SEWER CLEAN OUT - — PROPERTY LINE (EXISTING) O OO • SANITARY SEWER MANHOLE CONSTRUCTION ACCESS ROADS RIGHT -OF -WAY (EXISTING) ❑ STORM DRAIN CATCH BASIN - - - -- JACKING PIT LIMITS (PROPOSED) STORM DRAIN CULVERT =L -_ Ill - III - III -I I EARTH ® O STORM DRAIN MANHOLE - III = III -IT_i SAWCUT LINE (PROPOSED) - - - -rv- - - - CABLE TELEVISION (AERIAL) ] COUPP NG \ \ / BEDDING T CABLE TELEVISION (BURIED) p REDUCER Fm FORCE MAIN � THRUST BLOCK IMPORT FILL c GAS ® WATER METER - - - - P - - - - POWER (AERIAL) HYDRANT P POWER (BURIED) M AIR RELIEF s SANITARY SEWER W N GATE /GENERAL t� PLUG VALVE u STORM DRAINAGE+ TEE - - - - t - - - - TELEPHONE (AERIAL) BEND T TELEPHONE (BURIED) Qd BORE Fo FIBER OPTIC (BURIED) ECOLOGY BLOCK w WATER o SANDBAG PROPOSED UTILITY CONCRETE BARRIER TYPE 2 STEEL PLATE AIR RELEASE VALVE \\\\\\ ABANDON ABBREVIATIONS: AC ASPHALT CONCRETE APPROX APPROXIMATELY ARV AIR RELIEF VALVE BNSF BURLINGTON NORTHER SANTE FE BOT BOTTOM CL CENTER LINE CCES CASCADE CASING END SPACER CDF CONTROLLED DENSITY FILL CLR CLEARANCE CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CSBC CRUSHED SURFACING BASE COURSE DET DETAIL DI DUCTILE IRON DIA DIAMETER DR DIMENSION RATIO DWG DRAWING E EAST, EASTING EA EACH EL ELEVATION EQ EQUAL EST ESTIMATED EOP EDGE OF PAVEMENT E.W. EX EXISTING FL FLANGED FT FOOT G GAS GALV GALVINIZED GND GROUND HDPE HIGH DENSITY POLYETHYLENE HMA HOT iMIX ASPHALT HP HIGH PRESSURE ID INSIDE DIAMETER IE INVERT ELEVATION K.C. KING', COUNTY LT LEFT' MAX MAXIMUM MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT N NORTH, NORTHING NOM NOMINAL O.C. ON CENTER CD OUTSIDE DIAMETER PLCS PLACES PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE RD ROAD RELOC RELOCATE REQ'D REQUIRED RT RIGHT R/W RIGHT OF WAY S SLOPE, SOUTH SD STORM DRAIN SDR STANDARD DIMENSION RATIO SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD STL STEEL TEMP TEMPORARY THK THICK TYP TYPICAL U/G UNDERGROUND W WATER, WEST W/ WITH D- 331503 wmEreo: scus wrt: BEQUt1LENDED FoR APPROVAi "' '— AS SHOWN "° �""" ""'' °�w°° ;; CITY OF RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08 By, ---------------- Date,._- R. HERMES aemwore Ey Dace$ -------- — --" - RENTON F•� 1231 FRYAR AVENUE - ONE INCH mmW M SUMNER. WASHINGTON 98390 y -- -_ ��• BETZVOG LEGEND END B , -------__ Date, ___ °--- cNECxN: DATUM T. 253.863.5128 F. 253.663.0916 , At NLL e N Planning /Building /Public Works Dept. G2 .'Pesm.ft'.. By--- -- - - - --- - --- Date:_._ -------- v xor are ww N0. REVISION BY DATE APPR .8fi"�OPD"CPY sNEn:. 2 oP:20 NONE r` M M ti N CL a POINT z V EASTING (FT) � W w DESCRIPTION 0 0 3333 ® VertiCd Only o_ 28.91 o. �� H T24N R5E '�• ON THE SOUTHEAST CORNER OF CONCRETE SPILLWAY AT GAUGING W ; W STATION, WEST SIDE OF LAKE WASHINGTON BOULEVARD AT SOUTH R�GOFl4ENnfn FOR APeanva�, SIDE OF MAY CREEK. LL Bye---- -- Datet -------- a 36.54 CITY OF RENTON BENCHMARK NO. 2186, WASHINGTON GEODETIC SURVEY 62 ? 16�*Z6 , 2 _.. 9" 3"5I +i1�1729 340 BRASS DISK (NGS ARCHIVE NO. SY0161), STAMPED "8 A 19 ", TOP OF By' - - -_ - -- Date.- W t CONCRETE POST BURIED APPROXIMATELY 1 FOOT BELOW THE GROUND, __._.._ 567+1816 -° WESTERLY SIDE OF LAKE WASHINGTON BOULEVARD, APPROXIMATELY 3.5 y� 0 MILES NORTHERLY FROM ITS INTERSECTION OF BRONSON WAY, AT THE N0. Z CROSSING OF A GRAVEL ROAD OVER A RAILROAD LEADING TO THE BARBEE I z J W EAST- SOUTHEASTERLY OF THE EAST - SOUTHEASTERLY RAIL. J 197566.1120 CL 30.77 J m a HORIZONTAL/ VERTICAL CONTROL TABLE POINT NORTHING (FT) EASTING (FT) ELEV (FT) DESCRIPTION BENCHMARK NO. 2100 3333 ® VertiCd Only 28.91 CITY OF RENTON BENCHMARK NO. 2100. TOP OF USGS BRASS DISC �� n: 32 T24N R5E '�• ON THE SOUTHEAST CORNER OF CONCRETE SPILLWAY AT GAUGING 1 '2542 f ; STATION, WEST SIDE OF LAKE WASHINGTON BOULEVARD AT SOUTH R�GOFl4ENnfn FOR APeanva�, SIDE OF MAY CREEK. BENCHMARK NO. 2186 Bye---- -- Datet -------- /2 36.54 CITY OF RENTON BENCHMARK NO. 2186, WASHINGTON GEODETIC SURVEY 62 ? 16�*Z6 , 2 _.. 9" 3"5I +i1�1729 340 BRASS DISK (NGS ARCHIVE NO. SY0161), STAMPED "8 A 19 ", TOP OF By' - - -_ - -- Date.- 6 t CONCRETE POST BURIED APPROXIMATELY 1 FOOT BELOW THE GROUND, __._.._ 567+1816 -° WESTERLY SIDE OF LAKE WASHINGTON BOULEVARD, APPROXIMATELY 3.5 y� By,-------- ------- Date----'-" MILES NORTHERLY FROM ITS INTERSECTION OF BRONSON WAY, AT THE N0. CROSSING OF A GRAVEL ROAD OVER A RAILROAD LEADING TO THE BARBEE MILL COMPANY, 189 FEET NORTHEASTERLY OF THE CROSSING, 3.6 FEET EAST- SOUTHEASTERLY OF THE EAST - SOUTHEASTERLY RAIL. 1001 197566.1120 1303282.0302 30.77 Y2" REBAR AND RED PLASTIC CAP, 3' EAST OF EASTERLY EDGE OF PAVEMENT ON RIPLEY LANE, AND 69' NORTH OF A 24" HIGH TENSION POWER POLE. 1004 197769.6787 1303405.7561 29.74 Y2" REBAR AND RED PLASTIC CAP, 4' EAST OF EASTERLY EDGE OF PAVEMENT ON RIPLEY LANE, AND 4' WEST OF A 24" HIGH TENSION POWER POLE. 1008 198067.2347 1303584.5987 29.67 y" REBAR AND RED PLASTIC CAP, 4.5' EAST OF EASTERLY EDGE OF PAVEMENT ON RIPLEY LANE, AT GYPSY CREEK. 3- z4 _o8 1231 FRYAR AVENUE SUMNER,WASHINGTGN 98390 T.253.663.5120 F.053.863.0948 ww".pammohdcmm G CITY OF RENTON CONTROL NETWORK VERTICAL CONTROL DATUM 3RD ORDER, 1ST CLASS NAVD 1988 HORIZONTAL CONTROL DATUM 2ND ORDER, 1ST CLASS NAVD 1983/ 1991 (STATE PLANE COORDINATES) 84 - Z9 TUN RM SW 1/4. 2' /+ /4T3 548+ °}547 / n / 2 4d3 irii J) �j,• 183 -ter; I i I I "'� i I i J+ 12 911`1,1,1 ax TUN RSE SW 1/4 LEGEND CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS & BENCHMARKS till 6 Horizontd & Vertical 2222 6 Horizontal Ody aq,*, TECH NICAL SERVICES PLANNING/BUILDING/PUBLIC WORKS OZ,/14 /00 3333 ® VertiCd Only ® 450 � 4°" Molwment - -- Renton City Limits �� n: 32 T24N R5E '�• 1 '2542 f ; R�GOFl4ENnfn FOR APeanva�, Bye---- -- Datet -------- /2 62 ? 16�*Z6 , 2 _.. 9" 3"5I +i1�1729 340 By' - - -_ - -- Date.- 6 t -._ __._.._ 567+1816 -° y� By,-------- ------- Date----'-" N0. 183 -ter; I i I I "'� i I i J+ 12 911`1,1,1 ax TUN RSE SW 1/4 LEGEND CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS & BENCHMARKS till 6 Horizontd & Vertical 2222 6 Horizontal Ody aq,*, TECH NICAL SERVICES PLANNING/BUILDING/PUBLIC WORKS OZ,/14 /00 3333 ® VertiCd Only ® 450 � 4°" Molwment - -- Renton City Limits �� n: 32 T24N R5E NW 1/4 R�GOFl4ENnfn FOR APeanva�, Bye---- -- Datet -------- By' - - -_ - -- Date.- By, - --- - ----- - ---- Dot2�--- - -° By,-------- ------- Date----'-" N0. R �Q c Q� / / / i' REVISION BY DATE APPR r / i If II / / / -1001 30.77 If I If /r r / 1004 29.74 PMX R /CAP If CONTROL LOCATION PLAN 1"=40' N Nro'm I 9ESi CITY OF aNE9: AS SHOWN norsartw ruo ,eea /�ae1 ►i R. HERMES TO 99rvm: rIL J. BETZVOG oN9 mcH cnECNE9, DATUM yJf� N Al w ONE E Planning /Building /Public Works 6 NOi G1 M1epgpy6p: 5%lE K'COPpNGLY 77 9nfSSF_T� If , 1!008 29.67 PMX R /CAP TAX LOT 2924059002 D= 331504 SW 29 -24 -05 A5 - Hu+t.T a,E RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/oa flE1LBWtl: SURVEY CONTROL TABLE AND MAP OMWBIC N0 I 0 ti M M ti N a � F- Z U W w O 0 o! � a. a W 2 W 0 a W F- U) 2 O Lu Z Z J a i j ca I c WATER UTILITY NOTES AND SPECIFICATIONS: 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430 -7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48 -HOUR LOCATORS 800 -424 -5555. w n• nnnnnvrn rrn nnmmRn n n REQUIRED TO BE n ,nE,mrrn AT :HIE 4. AN nr PROYED TRAF 5. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS. 6. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/421/4 -90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI /AWWA C110- A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.87 OR A COMBINATION OF ANSI /AWWA C110/A21.10.87 AND ANSI AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI /AWWA SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR. AND TRANSMITTED TO THE OWNER. 7. GATE VALVES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 8. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5 -1/4 INCH, TWO 2 -1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7 -1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1 -1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 9. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 10. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND /OR EXTRUDED 6061 -T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 11. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655 SAFETY YELLOW OR APPROVED EQUAL. 12. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 13. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 14. ALL WATERMAINS 12 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. INeHES AND b1RGER SHALL nr MINIMUM OF A° INGIIES BELOW r, n, GRAB E. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. ' 1231FRYARAWENUE SUMNER, WASHINGTON 90390 T. 253.863.5120 R 253.063.ON. Nvw.Dermm�tr#.mm RECOMMENDU EQ APPROVAL BYI- ----- --- ------ Date '-------- By, ---------------- Date, -------- DYl---------------- Datet_- __m_ -- BYI---------------- Dat ---------- WATER UTILITY NOTES AND SPECIFICATIONS (CONTINUED): 15. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 16. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 17. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7- 11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING 'rHE 2 HOUR TEST PERIOD. 18. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 19. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 20. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 24. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 25. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 26. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 27. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 28. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. * SANITARY SEWER NOTES AND SPECIFICATIONS: 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE, 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A' LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY, THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT', STANDARDS. 12. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND I SATISFACTION OF THE DEPARTMENT FOR THE PR COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON ACCORDANCE WITH THE STANDARDS AND SPECIFICAI PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT At WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS RENTON IN THE RENTON STANDARD PLANS & SPEC NECESSARY LEVELING OF THE TRENCH BOTTOM OR AS WELL AS PLACEMENT AND COMPACTION OF REQ GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL 3034, SDR 35, OR DUCTILE IRON CLASS 50, WASTEWATER UTILITY. OR OTHERWISE STABILIZED TO THE OF ON -SITE EROSION AFTER THE PROPERLY PREPARED FOUNDATION IN IS OF THE CITY OF RENTON THE LATEST EDITION OF THE 'ROVED AND MODIFIED BY THE CITY OF ATIONS. THIS SHALL INCLUDE E TOP OF THE FOUNDATION MATERIAL, ED BEDDING MATERIAL, TO UNIFORM .L BE SUPPORTED ON A UNIFORMLY :A GRAVEL 6 INCHES ABOVE AND BELOW (PVC) RUBBER GASKETED ASTM D OTHERWISE APPROVED BY THE 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL ;DIRECTIONS TO MATCH PAVING. D- 331505 N. STORM SYSTEM IMPROVEMENT WATER UTILITY AND SANITARY SEWER NOTES AND SPECIFICATIONS 3/21/08 G4 OF -• --'- AS SHOWN _ �w19 e99¢" x.D 1963.991 DATUM :; CITY OF _u RENTON K Planning /Building /Public Works Dept. RIPLEY DESFNEP. HEZVO - ... ._ MANN. J. J. BEIZVOG DN, E w� p1ECfE0/7% �D � ATAT NIL SCNE 6 Nm ONE IN S,WE 0W"' NO. REVISION BY DATE APPR "FF �nRS9rc D- 331505 N. STORM SYSTEM IMPROVEMENT WATER UTILITY AND SANITARY SEWER NOTES AND SPECIFICATIONS 3/21/08 G4 OF F us EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO FOLLOWING SPECIFICATIONS: M SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION 2 - 4 INCH ROCK / 30 - 40% PASSING; AND MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. LESS N 10 - 20% PASSING. 115. ALL BUILDIP46 vnn .� nvnv� IL 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD BTIEI:P( SEEitBf �j SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND V) THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS APPROVED AND MODIFIED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. z V 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS W IN PROGRESS. w i 0 0 5. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC a WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. IL 6. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND Z BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL W CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. W7. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN i CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC 0 WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 0. a 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. W 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN t1 ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD >- SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY to LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING 0 0 BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C ", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND U STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D- 1557 -70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. Z -, W .n .,,..., n.rn nTrr, PIPE AND ALUMINIZED n,-rr nnr FOR - •••••_ -. •- •_•••_- -••••- Z 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. W li. ALL e*e-11 BASIN GRATES SHALL BE BEPRESSED B.18 FEEf BEEBW PAVEMENT EEVEL. d" 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS ADMINISTRATOR. F 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO FOLLOWING SPECIFICATIONS: A DEPTH OF ONE (1) FOOT AND MUST MEET THE 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 115. ALL BUILDIP46 vnn .� nvnv� 06WNSPOUTS AND FOOTING roi uv,, vrvLES.r APPRBYED DRAINS SHALL BE e8NNEeTEB TO THE Sfffilk_ BY TiIE nrr.. T BTIEI:P( SEEitBf . 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 1231 FRYARAVENUE SUMNER, WASHINGTON 98390 T. 253.863.5128 F. 253.8010946 w .pemmeWwm c RECEIM14C FDR APPROVAL„ Byl---- ---------- -- Date--.' -- By,---- ------ ------ Date'-- ---- Dyl----- -- ------ - -- Date-- - -` -- BY,-- --- --- --- - - - -- Date'-- - -- EROSION CONTROL NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. EROSION CONTROL CONSTRUCTION SEQUENCE: 1. HOLD THE PRE - CONSTRUCTION MEETING. 2. FLAG CLEARING LIMITS (BY OWNER). 3. GRADE AND INSTALL CONSTRUCTION ENTRANCES. 4. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC). 5. GRADE AND STABILIZE CONSTRUCTION ROAD AS REQUIRED FOR MOVEMENT OF CONSTRUCTION EQUIPMENT. 6. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 7. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 8. RELOCATE SURFACE WATER CONTROLS OR EROSION CONTROL MEASURES, OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 9. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN (7) DAYS DURING THE DRY SEASON OR TWO (2) DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 10. STABILIZE ALL AREAS WITHIN (7) DAYS OF REACHING FINAL GRADE. 11. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 12. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMPS IF APPROPRIATE. D- 331506 HYDRAULIC PROJECT APPROVAL (HPA) NOTES AND SPECIFICATIONS: 1. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL PLAN PROVISIONS RELATED TO HYDRAULIC PROJECT APPROVAL AND MAY BE HELD LIABLE FOR ANY LOSS OR DAMAGE TO FISH LIFE OR FISH HABITAT THAT RESULTS FROM FAILURE TO COMPLY WITH THE PROVISIONS OF THE CONDITIONS RELATED TO HYDRAULIC PROJECT APPROVAL. THE CONTRACTOR MAY BE LIABLE FOR A CIVIL PENALTY OF UP TO ONE HUNDRED DOLLARS PER DAY AND /OR A GROSS MISDEMEANOR CHARGE, POSSIBLY PUNISHABLE BY FINE AND /OR IMPRISONMENT FOR FAILURE TO COMPLY WITH THE PROVISIONS OF CONSTRUCTION PLANS AND THE HYDRAULIC PROJECT APPROVAL. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL CONDITIONS OF THE HYDRAULIC PROJECT APPROVAL (HPA) ISSUED BY THE WASHINGTON DEPARTMENT OF FISH AND WILDLIFE (WDFW) ENTITLED, - RIPLEY LANE STORM IMPROVEMENTS" ON FEBRUARY 11, 2008 AND PLANS DATED JANUARY 31, 2008, EXCEPT AS MODIFIED BY CONTRACT PLANS AND SPECIFICATIONS. A COPY OF THE HPA AND PLANS SHALL BE AVAILABLE ON SITE DURING CONSTRUCTION. 3. IF AT ANY TIME, AS A RESULT OF PROJECT ACTIVITIES, FISH ARE OBSERVED IN DISTRESS, A FISH KILL OCCURS, OR WATER QUALITY PROBLEMS DEVELOP (INCLUDING EQUIPMENT LEAKS OR SPILLS), IMMEDIATE NOTIFICATION SHALL BE MADE TO THE WASHINGTON EMERGENCY MANAGEMENT DIVISION AT 1- 800 - 258 -5990, AND TO THE AREA HABITAT BIOLOGIST (AHB). 4. NOTIFICATION REQUIREMENTS 4A. AT LEAST FIVE DAYS PRIOR TO STARTING WORK, THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON CONSTRUCTION MANAGER TO ALLOW NOTIFICATION OF THE WASHINGTON DEPARTMENT OF FISH AND WILDLIFE (WDFW) AREA HABITAT BIOLOGIST (AHB): 4B. AT LEAST 10 DAYS PRIOR TO STARTING ANY IN -WATER WORK, THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON PROJECT MANAGER TO ALLOW NOTIFICATION OF THE WASHINGTON DEPARTMENT OF FISH AND WILDLIFE (WDFW) AREA HABITAT BIOLOGIST (AHB). THE CONTRACTOR MAY REQUEST ASSISTANCE FROM WDFW ASSIST IN CAPTURING AND SAFELY MOVING FISH LIFE FROM THE JOB SITE TO FREE - FLOWING WATER. SUCH ASSISTANCE MAY BE GRANTED BY WDFW IF PERSONNEL ARE AVAILABLE. NO CHANGE IN CONTRACT SPECIFICATIONS OR COST WILL BE ALLOWED WHETHER OR NOT WDFW ASSISTANCE IS PROVIDED IN FISH MOVEMENT. 5. ALL CONSTRUCTION OF THE NEW CULVERTS AND THE NEW CHANNEL, INCLUDING WEIR STRUCTURES WILL BE TAKE PLACE ENTIRELY OUTSIDE OF THE EXISTING STREAM ORDINARY HIGH WATER MARK (OHWM) EXCEPT FOR THE FINAL CONNECTION OF THE STREAM AND BLOCKING OF THE EXISTING CULVERT. WORK BELOW THE OHWM SHALL OCCUR ONLY BETWEEN JUNE 15 AND SEPTEMBER 30 AND SHALL INCLUDE NOTIFICATION OF THE RENTON PROJECT MANAGER PRIOR TO INITIATION OF THE CONNECTION AS PROVIDED IN CONDITION 4.B. 6. IF HIGH FLOW CONDITIONS THAT MAY CAUSE SILTATION ARE ENCOUNTERED DURING THIS PROJECT, WORK SHALL STOP UNTIL THE FLOW SUBSIDES. 7. LOG WEIR ELEVATIONS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM DESIGN ELEVATIONS OF +/- 0.1 FT 8. OVERBURDEN MATERIAL RESULTING FROM THE PROJECT SHALL BE DEPOSITED IN DESIGNATED STOCKPILE AREAS APPROVED BY THE CITY OR REMOVED FROM THE SITE IMMEDIATELY UPON EXCAVATION TO AVOID ENTERING SURFACE WATERS. 9. DURING CONSTRUCTION TO CONNECT THE UPSTREAM PORTION OF THE REALIGNED CHANNEL TO THE EXISTING CHANNEL, THE STREAM WILL BE MAINTAINED TO FLOW INTO THE EXISTING 24 -INCH CULVERT. REMOVAL OF THE REMAINING MATERIAL BELOW OHWM TO CONNECT THE NEW CHANNEL TO THE EXISTING STREAM CHANNEL WILL BE CONDUCTED WITHIN A DRY CHANNEL CREATED BY A TEMPORARY SAND' BAG DAM AFTER FISH REMOVAL AND DEWATERING. 10. PRIOR TO DEWATERING THE AREA BEHIND THE SAND BAG DAM, THE CONTRACTOR SHALL CAPTURE AND SAFELY MOVE FOOD FISH, GAME FISH, AND OTHER FISH LIFE FROM THE AREA ISOLATED BY THE SAND BAG DAM AND MOVE THEM TO AN UNDISTURBED REACH OF THE STREAM PRIOR TO CONNECTION OF THE NEW CHANNEL. THE CONTRACTOR MAY REQUEST ASSISTANCE FROM WDFW ASSIST IN CAPTURING AND SAFELY 'MOVING FISH LIFE FROM THE JOB SITE TO FREE - FLOWING WATER. SUCH ASSISTANCE MAY BE GRANTED BY WDFW' IF PERSONNEL ARE AVAILABLE. NO CHANGE IN CONTRACT SPECIFICATIONS OR COST WILL BE ALLOWED WHETHER OR NOT WDFW ASSISTANCE IS PROVIDED IN FISH MOVEMENT. 11. ANY DEVICE USED FOR DIVERTING WATER FROM THE FISH - BEARING STREAM SHALL BE EQUIPPED WITH A FISH GUARD TO PREVENT PASSAGE OF FISH INTO THE DIVERSION DEVICE PURSUANT TO RCW 77.57.010 AND 77.57.070. THE PUMP INTAKE SHALL BE SCREENED WITH 1/8 -INCH MESH TO PREVENT FISH FROM ENTERING THE SYSTEM. THE SCREENED INTAKE SHALL CONSIST OF A FACILITY WITH ENOUGH SURFACE AREA TO ENSURE THAT THE VELOCITY THROUGH THE SCREEN IS LESS THAN 0.4 FEET PER SECOND. SCREEN MAINTENANCE'' SHALL BE ADEQUATE TO PREVENT INJURY OR ENTRAPMENT TO JUVENILE FISH AND THE SCREEN SHALL REMAIN IN PLACE WHENEVER WATER IS WITHDRAWN FROM THE STREAM THROUGH THE PUMP INTAKE.XX. ALL EQUIPMENT USED TO MAKE THE FINAL CONNECTION TO THE EXISTING STREAM SHALL BE PLACED OUTSIDE THE EXISTING AND NEW CHANNEL. 12. AFTER CONNECTION OF THE NEW STREAM CHANNEL AND REMOVAL OF THE TEMPORARY SANDBAG DAM, THE EXISTING 24 -INCH CULVERT WILL BE BLOCKED IN THE FOLLOWING SEQUENCE. FIRST WITH A TEMPORARY SANDBAG DAM WILL BE INSTALLED, THEN FISH REMOVAL WILL TAKE PLACE WITHIN THE BYPASSED REACH WHICH WILL INCLUDE ANY FISH FOUND IN THE EXISTING CULVERT BETWEEN THE UPSTREAM INLET AND THE DOWNSTREAM CONNECTION POINTS WITH THE EXISTING 60 -INCH PIPELINE ON THE SEAHAWKS SITE. FISH REMOVAL WILL BE INCOMPLIANCE WITH CONDITION 9. DEWATERING WILL BE INCOMPLIANCE WITH CONDITION 10. THE EXISTING 24 -INCH CULVERT WILL BE BLOCKED WITH A CONCRETE PLUG IN THE CULVERT. THE INLET STRUCTURE WILL BE COMPLETELY COVERED WITH QUARRY SPALLS 13. THE STREAM BANK AND BUFFER AREAS SHALL BE PLANTED IN ACCORDANCE WITH LANDSCAPE PLANS BY DECEMBER 31 OF THE YEAR OF INSTALLATION OF THE CULVERTS AND LOG WEIRS. PLANTINGS SHALL BE MAINTAINED BY THE CONTRACTOR AS NECESSARY FOR THREE YEARS TO ENSURE 80 PERCENT SURVIVAL OF EACH SPECIES OR A CONTINGENCY SPECIES AS PROVIDED IN THE LANDSCAPE PLANS. 14. EQUIPMENT USED FOR THIS PROJECT SHALL BE FREE OF EXTERNAL PETROLEUM -BASED PRODUCTS WHILE WORKING AROUND THE STREAM AND WETLANDS ASSOCIATED WITH THE STREAM. ACCUMULATION OF SOILS OR DEBRIS SHALL BE REMOVED FROM THE DRIVE MECHANISMS (WHEELS, TIRES, TRACKS, ETC.) AND UNDERCARRIAGE OF EQUIPMENT PRIOR TO ITS WORKING BELOW THE OHWL. EQUIPMENT SHALL BE CHECKED DAILY FOR LEAKS AND ANY NECESSARY REPAIRS SHALL BE COMPLETED PRIOR TO COMMENCING WORK ACTIVITIES ALONG THE STREAM AND WETLANDS ASSOCIATED WITH THE STREAM. 15. EXTREME CARE SHALL BE TAKEN TO ENSURE THAT NO PETROLEUM PRODUCTS, HYDRAULIC FLUID, FRESH CEMENT, SEDIMENTS, SEDIMENT -LADEN WATER, CHEMICALS, OR ANY OTHER TOXIC OR DELETERIOUS MATERIALS ARE ALLOWED TO ENTER OR LEACH INTO THE STREAM OR WETLANDS ASSOCIATED WITH THE STREAM. A m _ -r Nw'9� CITY OF pescu6p; AS SHOWN xa+nwrtw "b few /tevi " au- R. HERMES - RENTON J. eErzvoc ONE 61CN DATUM c "ECNEO: A, A *.M Planning /Building /Public Works Dept. /9� 6 Nbf ONE INgI NO. REVISION BY DATE APPR rssarnm: c`"E "C0Rp1NCL T T1nRi V ?v' RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT I 3/21/08 SURFACE WATER DRAINAGE, EROSION CONTROL EROSION CONTROL SEQUENCE AND HPA NOTES AND SPECIFICATIONS D -33-/ PVS G5 L0 ti M M ti N a 7,L9 � F FOR ApPR(]VAAl:;,.. Z U .Date-... F W w :Date' -------- 0 'o Dote ---------- a Dote ......... a h Z Lu W O cc a W I- N O H Z W Z Q J W J a U f N Q I MODEL TOXICS CONTROL ACT NOTES AND SPECIFICATIONS: 1. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL PLAN AND SPECIFICATION PROVISIONS RELATED TO MODEL TOXICS CONTROL ACT APPROVAL OF CONTAMINATED MATERIALS HANDLING ON THE VULCAN /SEAHAWKS PROPERTY WEST OF THE BNSF. ALL HANDLING AND DISPOSAL OF CONTAMINATED MATERIALS SHALL BE IN CONJUNCTION WITH SPECIFICATIONS IN [REFER TO SPECIFIC SEAHAWKS SPECIFICATIONS]. APPROVAL OF ANY STOCKPILING OR DISPOSAL ON THE VULCAN /SEAHAWKS SITE SHALL BE PROVIDED SOLELY BY THE DESIGNATED VULCAN /SEAHAWKS REPRESENTATIVE. 2. THE CONTRACTOR SHALL PROVIDE SPECIFIC HANDLING AND DISPOSAL PLANS FOR CONTAMINATED SOILS CONSISTENT WITH BID SPECIFICATIONS TO THE CITY OF RENTON CONSTRUCTION MANAGER AT LEAST TO FIVE DAYS PRIOR TO CONSTRUCTION. 1231 FRYAR AVENUE SUMNER.WASHINGTON 80390 T.253.863.5120 F 263 083.0918 w pammeW.mm RECOhl1A�Nllpj1 FOR ApPR(]VAAl:;,.. BY; ---------------- .Date-... By, ---------------- :Date' -------- BY----------------- Dote ---------- BY' ---------------- Dote ......... POSSIBLE CONSTRUCTION SEQUENCE FOR STORM SYSTEM IMPROVEMENTS, 1. INSTALL TESC IMPROVEMENTS. 2. INSTALL CONSTRUCTION ACCESS EAST OF RIPLEY LANE, AND WEST OF RIPLEY LANE. 3. CONSTRUCT SOIL CONTAINMENT AREA FOR INITIAL SOILS TESTING OF JACKING AND RECEIVING PITS. 4. INSTALL DEWATERING SYSTEM, FOR JACKING PIT AND EAST OF RIPLEY LANE EXC. 5. CONSTRUCT TEMP DETOUR ROAD EAST OF RIPLEY LANE (SEE SHT C7) EAST ROAD DETOUR DETAIL. 6. CONSTRUCT JACKING PIT (EAST OF KC 84-SS). 7. EXPOSE PILE CAPS- KC 84 "SS. 8. CONSTRUCT RECEIVING PIT (WEST OF BNSF). 9. INSTALL 45" DIA STEEL CASINGS (4) AND CARRIER PIPES. 10. RESTORE WEST Y2 OF RIPLEY LANE. 11. REMOVE TEMP DETOUR ROAD, EAST OF RIPLEY LANE. CONSTRUCTION SEQUENCE- EAST OF BNSF (AFTER CASINGS INSTALLED): 1. CONSTRUCT TEMP DETOUR ROAD WEST OF RIPLEY LANE (SEE SHT C7) WEST ROAD DETOUR DETAIL. 2. INSTALL 4- 36 INCH DIA SD, EAST OF JACKING PIT AREA. 3. EXCAVATE CHANNEL. 4. CONSTRUCT LOG WEIRS. 5. CONSTRUCT STREAM CHANNEL AND BANK ARMOR. 6. INSTALL SLOPE PROTECTION / LANDSCAPE, 7. REMOVE TEMPORARY DETOUR ROAD, WEST. 8. RESTORE RIPLEY LANE ROADWAY/ SHOULDER (SEE DETAIL PROVIDED) ON SHT DT5. 9. INSTALL GUARD RAIL. CONSTRUCTION SEQUENCE- WEST OF BNSF* (AFTER CASINGS INSTALLED): 1. INSTALL DEWATERING SYSTEM FOR OUTLET STRUCTURE W/ GROUNDWATER TREATMENT UNIT. 2. CONSTRUCT TEMPORARY STORMWATER BYPASS (0 TO 35 CFS) FROM 36 INCH DIA STORM DRAIN TO 60 INCH DIA STORM DRAIN. 3. INSTALL TEMPORARY SANITARY SEWER PUMPS (75 GPM) IN SSMH 6 AND 4 INCH DIA FORCEMAIN TO SSMH 7. 4. INSTALL 2 CONCRETE DEADMAN ANCHORS ON EXISTING 12"W. 5. INSTALL 2- 12" GATE VALVES, BLOW -OF" ASSEMBLIES, AND CAPS. SHACKLE GATE VALVES TO DEADMAN ANCHORS. 6. SHEET/ SHORE EXCAVATION FOR OUTLET STRUCTURE. 7. EXCAVATE/ HAUL OFFSITE EXCAVATED MATERIAL, SEE SPECIFICATIONS. 8. CONSTRUCT OUTLET STRUCTURE. 9. CONSTRUCT 4- 36 INCH DIA STORM DRAIN FROM RECEIVING PIT TO OUTLET STRUCTURE. 10. CONSTRUCT SANITARY SEWER IMPROVEMENTS. 11. PLACE SITE EMBANKMENT, EAST OF OUTLET STRUCTURE. 12. CONSTRUCT 12 -INCH DIA WATER MAIN IMPROVEMENTS. 13. LANDSCAPE -GRADE AREA DISTURBED BY CONSTRUCTION, INSTALL CURB/ PAVERS AND HYDROSEED AREA. *THE CONTRACTOR SHALL SCHEDULE HIS WORK ACTIVITIES, WEST OF BNSF, SO THAT NO CONSTRUCTION ACTIVITY OCCURS BETWEEN AUGUST 4 AND SEPTEMBER 1, 2008. OR a MAIL POSSIBLE CONSTRUCTION SEQUENCE FOR 12 INCH SANITARY SEWER RELOCATION: 1. INSTALL TEMPORARY 4" (MIN) SANITARY SEWER FORCEMAIN BETWEEN EXISTING SSMH'S 6 AND 7, OUTSIDE OF ACTIVE CONSTRUCTION ZONE. 2. INSTALL TEMPORARY SANITARY SEWER PUMPS (2) IN SSMH 6 WITH AUXILIARY POWER. PUMPING RANGE, 0 -75 GPM. INSTALL SEWER PLUG IN 12 -INCH SANITARY SEWER SOUTH OF SSMH 6. 3. REMOVE EXISTING 12 INCH SANITARY SEWER AS REQUIRED FOR 4 -36 INCH STORM SEWER PIPELINES. 4. INSTALL NEW SSMH 6A WITH EXTERNAL DROP CONNECTION ON EXISTING SANITARY SEWER. 5. REMOVE /ABANDON EXISTING SSMH 6A. 6. CONNECT 6" SEAHAWK SIDE SEWER TO NEW SANITARY SEWER MANHOLE 6A. 7. REMOVE /ABANDON EXISTING 12 -INCH DIA SANITARY SEWER AS REQUIRED TO CONSTRUCT 145 FEET OF NEW 12 -INCH DIA SANITARY SEWER FROM NEW SSMH 6A TO SSMH 6. 8. TEST /FLUSH NEW SECTION OF 12 -INCH DIA SANITARY SEWER. 9. REMOVE SEWER PLUG, TEMPORARY SEWER PUMPS IN SSMH 6, ACTIVATE NEW SEWER PIPELINE. 10. REMOVE TEMPORARY SEWER FORCEMAIN. wmarE9 R. HERMES wwN: J. BETNOG ONE MCN AT wu WE 6 W ONE INCH E 40ORmay :: CITY OF RENTON Planning /Building /Public Works Dept. RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 1 wie 3/2 CONSTRUCTION SEQUENCING NOTES MODEL TOXICS CONTROL ACT NOTES AND SPECIFICATIONS 0 -3 Puce aw"w W. G6 SNEEF: 6 OF: ASO L0 ti M co ti N a ri T a ~ z V W L) 00 a a H W W a W H N2 w 0 H Z Lu Z } W J a� h 1231 FRYAR AVENUE SUMNER, WASHINGTON 90380 T. 253.8835128 F. 253,063.0996 wwx.pereme9ie.wm ,O: TAX LOT 2924059015 CHAINLINK CONST FENCE SEE DWG C5 FOR LIMITS AND NOTE 5 I SEAHAWK lFOR DRIVEWAY CONSTRUCTION ISEE DET DT5 TE BY IE =18.09 (TYP) N 198066.70 E 1303401.42 J 7'x 8' PLUNGE EX 60 "SD I I Ix O 1 i A I REMOVE & REPLACE 145' -12 "SS 3�EEE NOTE 6 �-- 517�9�9YZJ N 198090.95 E 1303404.73 1 EX 6 "SS =A X 60" IE -18.01 REMOVE -,EX 84" MH, CUT'36'-'SD_ & CUT 60 "SD-PIPE AS NECESSARY FOR 10'x-2.8' OUTLET STRUCTURE CONSTRUCTION CB TO BE REMOVED BY I2 "(N)1� =18.40 6 "(W)IE o 18,71 so 60`4> PIPE NO'i�: T0 Go. co u eR EpP (TOP OF esu - TD FLOL,1- 1.1Nre = (v7. S ") TOP sLev- 23,62' INV B1. ®V = 18.00 13Ecp1Es6NDE 1D FOR < ,OPR vAi BY'....___ __ Date! -------- -- - -__ - Date i__. - -__ D` ----- --- - - - -- Datr-:-- -- ---- w fi= M A9 -13 ILT EX 48" MH CSSP40 12" [E=24.58 21,8;:' (IM) AS -SwVT 12" IE =21.72 (ovT) As- su1Cr / I / III i 2 "ARV I i I 0 �1 JUTLET- SIRUCTURE REMOVE & 'REFLAGE DWG �T1 \ 5 I \12 "W (DI) I i ST, 1 +01, 5,RT \ I I 1 SEE DWG C4 N (198061.64 \ I 1 1 a'I , E 1303399.73 NEW SSMH 6A- 48" PLAN oP W /OUTSIDE DROP CONN O SCALE IN FEET IUej2' (N) IE= 2-1-86 21.39(A BuI�T (h12 - va92" (S) ]E=48.94 18.30 -dul t (Ovt) 0 10 20 m EX 60 "SD (LOWER) BQT EL STREAM GRAVEL MOT eL I' 10----J tbP OF STREAM GRAVEL ,uPPBR) 6 R, 1 a,. an -1DP OF No. 1 - to 3 NORT1 CASINGS =21.38 2 "SS TO BE ELOCATED EE DWG C3 F BERM,- - ELOC 12 "W DWG C4 7.31 4 4 EACH, 725-48" DIA STL CASING W/36" NOM DIA HDPE, (DR21) CARRIER PIPE. 3 NORTHERN PIPE AND CASING @ S= 0.50 %, SOUTHERN PIPE @ S =0 %. PIPE AND CASING INSTALLED BY JACK AND BORE METHOD ' I I 1 1 1L 1 1 1 1 I 1 1 ,1 � N Z I- m W 1= co 1 W IW i c �+ 1 N I1co Iw Iz --1 v= III 3 NORTHERN -i 36'1 BO. EL 18.47;- 1 I 1- 36" HDPE j BOT EL 17.95 ' M EX 84 "S EX HDPE 'PIPE I - FOR UNDERCROSSING OF 84 "SS SEE DET AND I . DA RIPE PILE 25' or HNSr I 47.5' PROFILE _ HORIZ: 1"=10' VERT: 1 " =10' 4=:-48 "DIA z STL CASINGS 1 36" BOT EL t; 3 NORTHERN PIPET 36' BOT EL 18.47 1 -150 3 w -z 40 m 30 TOP OF GotSCR. rTS eL =26,22 <AS- (AS -BU16T suaVEY) I �20 -1 1- 48" CASING IE =17.49 3 NORTHERN PIPES- 48" CASINGS IE =18.03 w,sae CITY OF NOPoZDNIIL N,➢ ,991/1991 ' .GE R.H. 4, 08 D59,6NED: 1 " =10' ., CRETE REVISION R.H. 4, 08 R. HERMES RENTON - DM N: J. BETNGG oNl l IUPA ,F X11 ME Ml G'lar�;�y; ?wilding /Public Woks Dept, RE \'S'ON BY A`E APP^ .ronwm: sc.'c �cc6DnNC�r GENERAL: 1. THE CONTRACTOR SHALL PROTECT ALL PRIVATE AND PUBLIC UTILITIES FROM DAMAGE WHEN TRENCHING ACROSS OR BESIDE THESE UTILITIES. 2. PIPE TRENCH SHALL BE IN ACCORDANCE WITH SECTIONSeANDe. DT5 DT5 3. EXCAVATION ON SEAHAWK SITE (WEST OF BNSF R /W) WILL ENCOUNTER EITHER A SOIL CAP INDICATOR FABRIC OR A 30 MIL MEMBRANE CAP AS SHOWN ON SECTIONS1 A7 D5 DT5 DT5 CONTRACTOR SHALL EXPOSE CAP MATERIAL(S), AND CUT BEFORE CONTINUING EXCAVATION FOR PIPELINES OR STRUCTURES. 4. FOR STORMWATER DIVERSION THROUGH SITE SEE SPECS, SECT 7 -04, AND DWG C. 5. CONSTRUCTION FENCE LOCATION IS SUBJECT TO 'CHANGE DURING CONSTRUCTION AND TC BE COORDINATED' WITH FNW AND IT'S CONTRACTORS. 6. PERMANENT FENCE LOCATION. TO BE CONSTRUCTED BY FNW AND LOCATION OF PERMANENT FENCE WILL BE LEFT OrEN UNTIL THIS PROJECT IS CONSTRUCTED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FNW'S PERMANENT FENCE CONTRACTORS ON WHEN AND WHERE FINAL FENCE LOCATION IS TO BE. CONSTRUCTED ALONG THE SOUTH ACCESS ROAD ADJACENT TO THE RAMP. SW 29 -24 -05 AS - Bulyr DAiE: RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08 itE1D6WN: 4- 36" DIA STORM SEWER PLAN DPA W ND: c SHFE': 7 OF:2O J I V Ley= IIB,G� [c!50 IrJV LeV =IS.OS - NOTE: FO VER?ICALrLOCATION HORIZONTAL AND IS Y �IQ STA 1 +61 ESTIMATED (DO NOT DAMAGE) o w _ N o- CL - - - - -- FO S A56', /. (Ag) -36 A� 191' NOM D HD E - - -_ -_ -- �__- - - - --- PROFILE _ HORIZ: 1"=10' VERT: 1 " =10' 4=:-48 "DIA z STL CASINGS 1 36" BOT EL t; 3 NORTHERN PIPET 36' BOT EL 18.47 1 -150 3 w -z 40 m 30 TOP OF GotSCR. rTS eL =26,22 <AS- (AS -BU16T suaVEY) I �20 -1 1- 48" CASING IE =17.49 3 NORTHERN PIPES- 48" CASINGS IE =18.03 w,sae CITY OF NOPoZDNIIL N,➢ ,991/1991 ' .GE R.H. 4, 08 D59,6NED: 1 " =10' ., CRETE REVISION R.H. 4, 08 R. HERMES RENTON - DM N: J. BETNGG oNl l IUPA ,F X11 ME Ml G'lar�;�y; ?wilding /Public Woks Dept, RE \'S'ON BY A`E APP^ .ronwm: sc.'c �cc6DnNC�r GENERAL: 1. THE CONTRACTOR SHALL PROTECT ALL PRIVATE AND PUBLIC UTILITIES FROM DAMAGE WHEN TRENCHING ACROSS OR BESIDE THESE UTILITIES. 2. PIPE TRENCH SHALL BE IN ACCORDANCE WITH SECTIONSeANDe. DT5 DT5 3. EXCAVATION ON SEAHAWK SITE (WEST OF BNSF R /W) WILL ENCOUNTER EITHER A SOIL CAP INDICATOR FABRIC OR A 30 MIL MEMBRANE CAP AS SHOWN ON SECTIONS1 A7 D5 DT5 DT5 CONTRACTOR SHALL EXPOSE CAP MATERIAL(S), AND CUT BEFORE CONTINUING EXCAVATION FOR PIPELINES OR STRUCTURES. 4. FOR STORMWATER DIVERSION THROUGH SITE SEE SPECS, SECT 7 -04, AND DWG C. 5. CONSTRUCTION FENCE LOCATION IS SUBJECT TO 'CHANGE DURING CONSTRUCTION AND TC BE COORDINATED' WITH FNW AND IT'S CONTRACTORS. 6. PERMANENT FENCE LOCATION. TO BE CONSTRUCTED BY FNW AND LOCATION OF PERMANENT FENCE WILL BE LEFT OrEN UNTIL THIS PROJECT IS CONSTRUCTED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FNW'S PERMANENT FENCE CONTRACTORS ON WHEN AND WHERE FINAL FENCE LOCATION IS TO BE. CONSTRUCTED ALONG THE SOUTH ACCESS ROAD ADJACENT TO THE RAMP. SW 29 -24 -05 AS - Bulyr DAiE: RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08 itE1D6WN: 4- 36" DIA STORM SEWER PLAN DPA W ND: c SHFE': 7 OF:2O c ti M M ti N (L ESTIMATED JACKING PIT FOR JACK/ TUNNEL/ BORE CROSSING OF BNSF� IL Nl Z 00 a ~ By: -- Z U Dotei ........ U W W By'--- --- ---- - - -- 0 O a IL Z 2 W a W H N 0 Z W J W J CL 0' J 1 in 2 REMOVE EX FENCE ' AS REQ'D ( -95'). STA 3t� \ I ; STA 2+55,144..6' LT ;I ; x REPLACE WITH \ `` ` LOG, WEIR I I BEAM GUARDR 11- Q CHAINLINK FENCE �`, 19'/961,88 3 +31 l ANCHOR PE 1 ; ; I ;E.I9303595.6� STA 3±36= III I TYPE 1. \ EL 19si LOG WEIR 9- ; CITY OF R NT9fN S D ; I O �� EL 8 i5- X195 )N 197957.11 ° I I PLAN COO•/ N 198029 40 II - E_7303609.85 = -= �%1i�� -" EL'_ 24. CT! j E 130355 5 O L- fi9 69-4 o -01 STA 2+90 - 1 SAWCU E AC /CQNC II 3- 36 "� 4tt , III PAVEMNT(TYP) i 3 I 1 x :: cL 11 -- - - - - -- II / - - - -- STORM DRAIN ALIGNMENT -I� -I- I - - -1 : ; i i -- LINE 4 iI i I--- - - - --- - W 3:1 S 0 I, ) EL W W W u il 1 U) II ii I c II 1 I IN it 1 N Q I -- I -J I, - N i i I I ! 'I S 2 +55 3' LT W B IN 65' GUARD IL TYPE 1 W I I S CITY OF RENT N STD -I i I I j Z a II P N C001 _3 DT 5' II �i I N:197993.23 \ �. I I I Ex1303538.24 ` I W II REMOVE FENCE �I PROTECT JACKING PIT w (I I ;I ; I x \ AS REQUIRED SEE SHT C7 STRAIGHT F I RED II Ii I 10 TERMINAL SEE Cby Of RENTON 10 I ; STD PLAN 1D04.2 ;I I 1a„ G , h I >r x ----- - -12 "G 12 „G_�F ' CL "G 1 G i _1 i INSTALL 20'- CHAINLINK GATE N 19]7970 61 I E 1303528146 i ! a e DT4 PROTECT EX FENCE m RENTON TO KENNYDALE SR405 OHWM x'Z5 �'� -" \\ / LOG WEIR q� U-1-97966:65 E 1303581.40 3t5o EL 18.8 ISIS ('mP STA 3 i 5i EL i$ i9 0 u His cIEV� 9 LOG WEIR N 197952.34' 2 +93 E 1303624.07 IE =;"9- EL 21.E 20-A -0 (TCr _ 197972.1.132 "G ---- 12 "G- EL-�3f�= 19.30 (P u 13Q3569.66 PLASTIC (SSAS) FENCE ; 1y' x x- •--- B Nb COG ENTRANCE v SEE C5 PLAN - A*, TAX LOT 2924059002 SCALE IN FEET FILTER FABRIC FENCE CITY STD PLAN 8069.1 (TYP) 0 EC-21.68 (AS -Sul STA 3+6633046 9 LOG WEIR EL 24.65 -2L75 ( WETLAND BOUNDARY TEMP SAND BAG BERM DURING CHANNEL CONST (TYP) SEE DET C2 -WETLAND BOUNDARY 1 -EX 24 "SD IE =22.56 ) r STA 4+01 EX 48 "SD IE= 21.69 I N 197920.16 ' E 1303655.13 , Parametrix 431FRYARAVENUE. SUM"" WASHINGTON 88390 T. 253.863.5128 F. 253.863.0846 xxw.vammavFxcom RECOhI'lChIED FOR APPROVAL By: -- --- Datei -------- By -------- -------- Dotei ........ By' _ Date'-- - --- -- By'--- --- ---- - - -- -- Date:-- - - - - -- �ro' OOO r CITY OF J. HEZVO .0 RENTON ..._... . .... BRnwx: J. BEfZVGG or, c wc" DATUM °XE0 "EDi%J7 "T �a s --I Planning /Building /Public Works Dept. W xm ONE INCH NO. REVISION BY DATE APPR ""rnc�o 50NE "CC°"" "B`r TJ�fli,� <vTY STREET: REMOVE EXISTING ASPHALT AND CONCRETE PAVEMENT BY SAW CUTTING WHEN REQUIRED. STORM SEWER: OPRESERVE AND PROTECT U/G GAS LINE. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. OFOR LOG WEIRS AND PLUNGE POOLS, SEE DET 3 DT3 10 PROTECT OVERHEAD POWER 11 DEBRIS BARRIER, SEE CITY STD 8047 GENERAL: 1. THE CONTRACTOR SHALL PROTECT ALL PRIVATE AND PUBLIC UTILITIES FROM DAMAGE WHEN TRENCHING ACROSS OR BESIDE THESE UTILITIES. 2. PIPE TRENCH SHALL BE IN ACCORDANCE WITH SECTIONSeANDe DT5 DT5 3. LOCATION OF GEOTECH BORINGS ARE APPROXIMATE. 4. CHANNEL SECTIONS SHALL BE IN ACCORDANCE WITH SECTIONS DB I AND D . 5. FOR HPA NOTES AND SPECIFICATIONS FOR CHANNEL CONSTRUCTION SEE DWGI G5. 60 D- 331509 40 TEMP SANDBAG BERM EL 24.0 30 �EX EL 220 20 TEMP SANDBAG BERM DETAIL NO SCALE C2 10 NOTE: 1. FOR CONNECTION TO EXISTING CHANNEL AND STREAM BLOCKAGE SEE HPA NOTES & SPECIFICATIONS, DWG G5. SW 29 -240 AS- BuIL..T L3L±/C RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 4- 36" DIA STORM SEWER PLAN NO: . mom M M ti C4 N 120'- TEMP CONSTRUCTION ACCESS ROAD I SEE CITY STD PLAN 8068 z U Lu 0 a l 1 I cS SS SS "�. �,5 --�' 10, — .—chi. S Ll.1 OT a I W w -- -- W - 10- 1 �- W _ _ - - -- --- - - - - - - 1 - - - - - - ---- __ - - o- - - - - --- _ - Z > - --- - - - - -- --------------------------- - - - - -- -- JW ----- - - - - -L -----------/----------------------- a _ 0 � I I I i / OPTIONAL ACCESS ROAD TO AVOID PUMP STATION CONST. CONTRACTOR TO COORDINATE W/ P.S. CONTRACTOR AND FNW ON PREFERRED ROUTE PROVIDE STEEL T PLATES OVER / °° DRAIN NOTES: 1. CONSTRUCTION ACCESS ROAD IS A SINGLE LANE WITH MOVEMENT, NORTH TO SOUTH. TAX LOT 2924059001 -- -- -- -- —N -- -- -_ 3-- 0'56'16 "E \ (W Lu_- - Z ------------------------------------------------------------ pt MP STATION ---------- - - -�'� .BE CONSTRUCTED BY OTHERS) - --- - - - - -- ------------------------------ - - - - -1 �� -- - - - -- g RIPLEY LANE - -- -- RIIN - -- -- RECOMMENDED FOR APPROVAL . � •: =20• nomi"an"u; -wN4n ie'wj�ec, - I Dye - - - -- Date_ oESCxeR. HERMES A� �- CITY OF s T. S'-Y3 10.,..T.NN E. %'-------- - - - - -- Datp- - - - - -- 11 • - -• UMW: RENTON D '-"` J. BEIZVOG GYE wcn w»•+.a.mm.vn.mm -- N0. REVISION cxecxm DATUM D —_— Gi "T1 '� U Planning/Building/Public Works Dept. Y — Da'te`--- --- v NOT one ixex � BY DATE APPR � � ��5� scuc'canwnw.r N30'56'16 "E D- 337510 SW 29 -24 -05 RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08 REWDO0N: TESC/ CONSTRUCTION ACCESS PRAe: gNWINO NIX C R SN. 1 D- 337511 EX CONST ACCESS ROAD ( (- 10 -12') —N -- -- -_ 3-- 0'56'16 "E \ (W Lu_- - Z ------------------------------------------------------------ pt MP STATION ---------- - - -�'� .BE CONSTRUCTED BY OTHERS) - --- - - - - -- ------------------------------ - - - - -1 �� -- - - - -- g RIPLEY LANE - -- -- RIIN - -- -- RECOMMENDED FOR APPROVAL . � •: =20• nomi"an"u; -wN4n ie'wj�ec, - I Dye - - - -- Date_ oESCxeR. HERMES A� �- CITY OF s T. S'-Y3 10.,..T.NN E. %'-------- - - - - -- Datp- - - - - -- 11 • - -• UMW: RENTON D '-"` J. BEIZVOG GYE wcn w»•+.a.mm.vn.mm -- N0. REVISION cxecxm DATUM D —_— Gi "T1 '� U Planning/Building/Public Works Dept. Y — Da'te`--- --- v NOT one ixex � BY DATE APPR � � ��5� scuc'canwnw.r N30'56'16 "E D- 337510 SW 29 -24 -05 RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08 REWDO0N: TESC/ CONSTRUCTION ACCESS PRAe: gNWINO NIX C R SN. 1 D- 337511 Q0 _. 0 LO TERP ECOLOGY o M I BLOCK WALL ° 80'- CONSTRUCTION ACCESS ROAD TEMP CHAIN LINK PROTECT EX 12 "W NpTES Ci CONSTRUCTION FENCE x SEE CITY STD B068 N 1 W/ FILTER FABRIC FENC ]-X °X — _ 1. CONSTRUCTION ACCESS ROAD IS A _- INGLE LANE WITH MOVEMENT, NORTH TO 1 + OUTH. TA LOT TAX LOT X _ fl 292059001 2924059015 EX 10 -12' 1 CONST ACCESS RD -- - - - - - -=- -L. -= x —x- - -- O w — — X – – _ — — — — — — — — — — 1— — �, u..-.. A 7 � N30 ?56_1-6 -E ., - W �---� `FILTER-FABRI z 1 - I - - - - -- ITY- STD = PLAN= 8066 - -. 1 -- ---- W --I - CONTRACTOR CONSTRUCTED- ACCESS RD __________________ _ __._. z _- _ _ `— CLEAR TREES AND - SHRUBS -A� -REO`D-FOR-CONST-ACCESS RD-- - - - - - --L ----- - - - - -- -- - -F --- - - 1 j Ij j`jlj�j�"jj'(j PONTRACTOR SHALL TRY TO ,RETAIN/ PROTECT -2 CARGE y - 0 BNSF RR � � 17 1 Fd � I I -I l I -I EN I I'COTTONWOOD TREES CON 1 ACTOR SHALL - COORDINATE - -- �1 _ xd_ I _____ _ .— - ANY CLEARING ,�Nl/ CITY & FNW ` �i� 1 - - - - -_ - - - - -- - - -- -- - - - - - -- --------- - - - - -- - - - - - -- - -- W - - �- W W I a . - - - - CP M — - - _ W l — --- -- - -_ -EX 84 SS W _ - - - -- -- ° ^ - 2— - - -- -- - - Ll � ? (- - _ - -- NSF RIW- -- - -_ - _ - - - - . - - - - -- = - - - - - -- - -y - -- - - - -- - _ __ - -- - - I� -I _ tl-i 3 ? = y; - - - - -- - -- - - -- -- - -`�- _ - - -- --------- - - - - -- - - -- - - -- I r� - -- - -- - - - - -- - 0 i ( -- -- - -._ °"--_^ --------- ---- -- yw._x� -- -� -_ - -- — '— '- 7•` � It � -- -- -- ----- I' _ ----- - -- - - - = ---------------=----------------- - - - - -- ------ - - - - -- z I i 2 1 RIPLEY LANE PLUG AND AB NDO _. @3'- 24'SD / o _ ----------------------- - - - - - - - -- -- - - - - - -- -- - - - --- - - -------- - -- - -- -- - -- - - - -- - -- -- - - - - -_ _- W ---- -- -- -� - - - - - ' ---------- -- - - -- I I - - - - -- m e� - - -- - P= ld wd N30'56'16 "E R/W ---, __ -- ' , ., x I xt' z-- -x x- --.`\ \`� �__'� - /yz —i 'L — x'�X — — x ' x —T — — — — — — — S, j 50'- TEMP CONSTRUCTION ACCESS ROAD SEE CITY STD PLAN 8068 nii TAX LOT If: iil i RENTON TO KENNYDALE 2924059002 1 q i + Riiiii SR405 1 �, I iiiiiil OHWM I , I ' 11 12 x CONST TEMP PLASTIC (SSAS) FENCE I `. ' i '��' i ' 12" QUARRY ECOLOGY BLOCK WALL EX CULVERT SPALLS EL 27.0 FILTER FABRIC FENCE CITY STD PLAN 8066 IE =18.4 WETLAND BOUNDARIES r i� i ✓ _ �J i iij/ � __ -____ _ — EX 12"W OV wasyik� SECTION �A1 TEMP SAND BAG BERM FOR CONNECTION TO EX CHANNEL NO SCALE C6 u - - -' SEE DWG C2 & HPA NOTES & SPECIFICATIONS DWG G5 .n 12636 w4' – �a E"ISTEIF� /9 PLAN - - -- - - - -- N� AL 1 SCALE IN FEET D LE'� SW 29 -24 -05 EXPIRES: _ { 0 20 40 _ , y- 3u aR4 : 9CNL a rF: BLENDED -FOR APPROVAL � 1 " =20 om wrta woise jtev :: — CITY OF RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08 By, - - -_ - Date(_ - R. HERMES nmsooK: ___ ___ _ "^ "u RENTON TESC /CONSTRUCTION ACCESS Pm" BY$ _ Dnter__ v. eErzvoc SUM ER,WIk AVE HINUE - Dates , - 7!✓1 ei NaWUNE DATNi�t Planning /Building /Public Works Dept, o�� ryC6 SUMNER. WASHMGTON 90390 Y _ —_ ....r -.... CNECKEO: 9Yl g ry0i d1E INW r. zs3.es3.rze P. zs3.eo3.o9ee NO. REVISION BY DATE APPR A WE" 12 X20 mhv.Perema'm.mm BY' --- -' - Dater -------- TZa E>'TS - 227212'i ti M M n N CL T Z V w w � o O a CL z w 2 w O a w r� !i O H N z Qz J } w J M RIPLEY LANE TAX LOT 1 2924059002 1 I 1 1 JACKING PIT-j I 1 CONCRETE BARRIER TYPE 2 EAST ROADWAY DETOUR PLANw_ SCALE IN FEET !� 0 20 40 TEMP ECOLOGY BLOCK WALL 2- 1 f, 1f 1f f ECOLOGY BLOCK WALL RENTON TO KENNYDALE SR405 EAST ROADWAY DETOUR L 30.0 2" COLD MIX ASPHALT EX ROADWAY -EL 29.0 EX SHOULDER 1% `- CSBC EL 26.0 EL 25.0 SECTION iA1 NO SCALE C7 RECOUNCNDED By, ---------------- Parametr'x 1231 FRYARAVENUE W SUMNER, WASHINGTON 88390 $ T. 253.083.5128 F. 253.8830948 Bye- -- -----`--- ---- wmv.yeremafftccom c TAX LOT 1 2924059002 1 I 1 1 JACKING PIT-j I 1 CONCRETE BARRIER TYPE 2 EAST ROADWAY DETOUR PLANw_ SCALE IN FEET !� 0 20 40 TEMP ECOLOGY BLOCK WALL 2- 1 f, 1f 1f f ECOLOGY BLOCK WALL RENTON TO KENNYDALE SR405 EAST ROADWAY DETOUR L 30.0 2" COLD MIX ASPHALT EX ROADWAY -EL 29.0 EX SHOULDER 1% `- CSBC EL 26.0 EL 25.0 SECTION iA1 NO SCALE C7 RECOUNCNDED By, ---------------- FOR APPknVAI Datef__ Byl ---------------- _ Date-_r -__ By, —._.._ ---------------- Datef - -` Bye- -- -----`--- ---- Datef________ TAX LOT 1 2924059002 1 1 EX ROADWAY S� SME vEFncu: ww 10ee 1 rr_20 XOfl120MIL WD 19PJ /f88t OLND: R. HERMES OMRN: J. BETZVOG oxS INEX DATUM CNECNm: D� Ai NLL SGLLE IF HOT ONE INGI NO. REVISION BY DATE APPR A"°Rp my D Yo�E27� WEST ROADWAY DETOUR PLAN SCALE IN FEET y 0 20 40 WEST ROADWAY DETOUR COLD MIX ASPHALT--I SECTION IT\ NO SCALE C7 CITY OF RENTON g /Public Works Dept. RENTON TO KENNYDALE SR405 D=337512 SW 29-24-05 RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT —3/21/08 FlEID X5 TESC/ CONSTRUCTION ACCESS EMW OM'MNG N10^: 7 V / sxm oF : 3 20 D- 33513 , CLN � I III f < h z W 00 Of Z i 1 w > ' 4. O�/ I II CL , II II I l I` z I I ' J H I � I � )„ l >_ II _I N N CL + I O I' I , � N � II I w I II Z Q I 12 G7�' U.11 a m I t Q 3 it EXISTING TREES \\ � II ,01'070 OOO O X00 000( !I !CiI �_y{1�'' I i) In 111A r'*,i /nom 1 0 00 1000 00001 X0,000 RENTON TO KENNYDALE SR405 V 0 0 0145-0�� O O—O O O—O —O \0 �� -- O - -O - -O - c ' -- O 0 0 0-1 TAG - -_, -- 00000 0000-6,0000 -0 c 00.- —00- OQ�C —C bO;o 0 10;000,0{ 0000;;000 , I l, _--12 "G_.^--- -12 "G -- G--- -- t —1 G a CONSTRUCTION ro) x ENTRANCE i I I x 3" DEEP x 24" DIA BARK MULCH RING. KEEP MULCH OFF STEM FINISHED GRADE 3" WATERING BASIN THOROUGHLY LOOSEN SURROUNDING SOIL SCARIFY SIDES AND BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION SHRUB PLANTING DETAIL i1 NO Sr.AI F .1231 FRVPA AVENUE SUMNER, WASHINGTON 96309 T. 253.863.5129 F. 253.663.0946 wxw.pammatrlx.com OOOOOOO_- Cf-O"O 0 012 „GI,�J_l.J.�12 „n_v— �12 "�` 0OQ00a0000-__1O ^0 PLAN TAX LOT 2924059002 SCALE IN FEET t 0 10 20 0 0 T 0 0 5' OC OC = DISTANCE FEET ON CENTER SHRUB SPACING DETAIL n NO SCALE 01 TREE STAKING "ARBOR TIE" "BVC” HEMLOCK /FIR STAKE, 2” DIA. (1 PER TREE) DRIVEN INTO UNDISTURBED SUBSOIL MIN 24" DEPTH — — WETLAND BOUNDARY PROTECT EX FENCE 50' BUFFER LINE FROM PROPOSED STREAMBANK APPROXIMATE LIMITS OF EXISTING VEGETATION WETLAND BOUNDARY LOCATE ROOT FLARE ABOVE GROUND LINE FOR BALLED AND BURLAP PLANTS', CUT AND REMOVE ALL PLASTIC, WIRE AND TWINE, AND REMOVE BURLAP FROM UPPER TWO THIRDS OF ROOTBALL, 3" DEEP x 24" DIA MULCH RING. KEEP MULCH OFF TREE TRUNK 3" DEEP WATERING BASIN SCARIFY SIDE AND BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION THOROUGHLY LOOSEN SURROUNDING SOIL COMPACT SUBGRADE TO PREVENT''; SETTLING PLANTING NOTES 1. PRESERVE AND PROTECT ALL EXISTING TREES NOT DESIGNATED FOR REMOVAL IN THE PLANS OR SPECS. PROVIDE, ERECT AND MAINTAIN BARRICADES NECESSARY TO PREVENT EQUIPMENT ACCESS TO AREA WITHIN DRIPLINE OF EXISTING TREES. 2. DO NOT DRIVE OR PARK ANY VEHICLES OR EQUIPMENT, STORE MATERIALS, STOCKPILE SOIL OR GRAVEL, OR DISPOSE OF ANY CONSTRUCTION OR WASTE MATERIALS WITHIN DRIPLINES OF EXISTING OR NEWLY— INSTALLED PLANTS. RESTRICT FOOT TRAFFIC WITHIN PROTECTED AREAS. 3. AFTER CLEARING, STRIPPING, AND GRUBBING HAS BEEN COMPLETED, PREPARE SOIL BY THOROUGHLY CULTIVATING GRADED AREAS TO BE PLANTED TO A DEPTH OF 12 ", AND AMENDING SOIL WITH 4" OF ORGANIC COMPOST. COMPOST SHALL BE THOROUGHLY TILLED INTO SOIL TO CREATE A 10" DEPTH OF AMENDED SOIL 4. PRIOR TO PLANTING, ENGINEER WILL INSPECT PREPARED SOIL FOR DEPTH, AMOUNT OF COMPOST, AND THOROUGHNESS OF CULTIVATION AND TILLING. NOTIFY ENGINEER A MIN OF 48 HOURS BEFORE PROCEEDING WITH SOIL CULTIVATION /AMENDMENT INSPECTION. 5. AFTER ENGINEER HAS APPROVED PREPARED SOIL LAYER, NO VEHICLES, CONSTRUCTION EQUIPMENT, OR STACKING OR STORING MATERIALS SHALL BE ALLOWED IN PLANTING AREAS. LIMIT FOOT TRAFFIC IN PLANTING AREAS. SOIL OMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE RE— TILLED PER THE PLANS AND SPECIFICATIONS. 6. SHRUB MASSES SHALL CONSIST OF MULTIPLE SAME — SPECIES GROUPS, SEE PLANTING SCHEDULE FOR NUMBERS OF PLANTS IN SAME — SPECIES GROUPS. 7. INSTALL 24" DIA, 3" DEEP MULCH RINGS AROUND TREES AND SHRUBS LOCATED ABOVE PROPOSED BANKFULL ELEVATION. 8. PLANTING AREAS SHALL BE HYDROSEEDED WITH HABITAT RESTORATION SEED MIX CONDITING OF THE FOLLOWING APPLIED AT A RATE OF 1 POUND PER 1,000 SF: Scientific Name Common Name % by weight Festuca rubra "Chewings" Red fescue 40 Elymus glaucus Blue wildrye 20 Festuca idahoensis Idaho fescue 30 Dechampsia cespitosa Tufted hairgrass 10 DO NOT OVERSPRAY ONTO MULCH RINGS. 9. PLANT NO TREES WITHIN 20' OF HIGHWAY AND NO BIG LEAF MAPLES, PACIFIC WILLOWS OR COTTONWOOD TREES WITHIN 50' OF HIGHWAY. PLANT NO SHRUBS WITHIN 10' OF HIGHWAY. 10. TREE LOCATIONS SHALL BE INDIVIDUALLY, STAKED BY THE ENGINEER. PLANTING SCHEDULE & LEGEND I I~ � W SPECIES COMMON NAME ly CONDITION, SIZE, SPACING TREES + M I OREGON ASH + , -6'HT IN PICEA SITCHENSIS SITKA SPRUCE 10 S -4' HT ca SALIX LUCIDA PACIFIC WILLOW I 1 GAL MIN 15' ON I� WESTERN RED CEDAR J , -4' HT CENTER i IQ ' CORNUS SERICEA REDTWIG DOGWOOD 28 I 4= I1 GAL 1 LOCATE ROOT FLARE ABOVE GROUND LINE FOR BALLED AND BURLAP PLANTS', CUT AND REMOVE ALL PLASTIC, WIRE AND TWINE, AND REMOVE BURLAP FROM UPPER TWO THIRDS OF ROOTBALL, 3" DEEP x 24" DIA MULCH RING. KEEP MULCH OFF TREE TRUNK 3" DEEP WATERING BASIN SCARIFY SIDE AND BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION THOROUGHLY LOOSEN SURROUNDING SOIL COMPACT SUBGRADE TO PREVENT''; SETTLING PLANTING NOTES 1. PRESERVE AND PROTECT ALL EXISTING TREES NOT DESIGNATED FOR REMOVAL IN THE PLANS OR SPECS. PROVIDE, ERECT AND MAINTAIN BARRICADES NECESSARY TO PREVENT EQUIPMENT ACCESS TO AREA WITHIN DRIPLINE OF EXISTING TREES. 2. DO NOT DRIVE OR PARK ANY VEHICLES OR EQUIPMENT, STORE MATERIALS, STOCKPILE SOIL OR GRAVEL, OR DISPOSE OF ANY CONSTRUCTION OR WASTE MATERIALS WITHIN DRIPLINES OF EXISTING OR NEWLY— INSTALLED PLANTS. RESTRICT FOOT TRAFFIC WITHIN PROTECTED AREAS. 3. AFTER CLEARING, STRIPPING, AND GRUBBING HAS BEEN COMPLETED, PREPARE SOIL BY THOROUGHLY CULTIVATING GRADED AREAS TO BE PLANTED TO A DEPTH OF 12 ", AND AMENDING SOIL WITH 4" OF ORGANIC COMPOST. COMPOST SHALL BE THOROUGHLY TILLED INTO SOIL TO CREATE A 10" DEPTH OF AMENDED SOIL 4. PRIOR TO PLANTING, ENGINEER WILL INSPECT PREPARED SOIL FOR DEPTH, AMOUNT OF COMPOST, AND THOROUGHNESS OF CULTIVATION AND TILLING. NOTIFY ENGINEER A MIN OF 48 HOURS BEFORE PROCEEDING WITH SOIL CULTIVATION /AMENDMENT INSPECTION. 5. AFTER ENGINEER HAS APPROVED PREPARED SOIL LAYER, NO VEHICLES, CONSTRUCTION EQUIPMENT, OR STACKING OR STORING MATERIALS SHALL BE ALLOWED IN PLANTING AREAS. LIMIT FOOT TRAFFIC IN PLANTING AREAS. SOIL OMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE RE— TILLED PER THE PLANS AND SPECIFICATIONS. 6. SHRUB MASSES SHALL CONSIST OF MULTIPLE SAME — SPECIES GROUPS, SEE PLANTING SCHEDULE FOR NUMBERS OF PLANTS IN SAME — SPECIES GROUPS. 7. INSTALL 24" DIA, 3" DEEP MULCH RINGS AROUND TREES AND SHRUBS LOCATED ABOVE PROPOSED BANKFULL ELEVATION. 8. PLANTING AREAS SHALL BE HYDROSEEDED WITH HABITAT RESTORATION SEED MIX CONDITING OF THE FOLLOWING APPLIED AT A RATE OF 1 POUND PER 1,000 SF: Scientific Name Common Name % by weight Festuca rubra "Chewings" Red fescue 40 Elymus glaucus Blue wildrye 20 Festuca idahoensis Idaho fescue 30 Dechampsia cespitosa Tufted hairgrass 10 DO NOT OVERSPRAY ONTO MULCH RINGS. 9. PLANT NO TREES WITHIN 20' OF HIGHWAY AND NO BIG LEAF MAPLES, PACIFIC WILLOWS OR COTTONWOOD TREES WITHIN 50' OF HIGHWAY. PLANT NO SHRUBS WITHIN 10' OF HIGHWAY. 10. TREE LOCATIONS SHALL BE INDIVIDUALLY, STAKED BY THE ENGINEER. PLANTING SCHEDULE & LEGEND RIPARIAN PLANT ZONE SPECIES COMMON NAME QUANTITY CONDITION, SIZE, SPACING TREES FRAXINUS LATIFOLIA OREGON ASH 8 4' -6'HT PICEA SITCHENSIS SITKA SPRUCE 10 S -4' HT SPACE TREES SALIX LUCIDA PACIFIC WILLOW 5 1 GAL MIN 15' ON THUJA PLICATA WESTERN RED CEDAR 10 3' -4' HT CENTER SHRUBS CORNUS SERICEA REDTWIG DOGWOOD 28 1 GAL PLANT IN LONICERA INVOLUCRATA BLACK TWINBERRY 28 t GAL SINGLE SPCIES MALUS FUSCA PACIFIC CRABAPPLE 19 1 GAL GROUPS OF 3 ROSA NUTKANA NOOTKA ROSE 38 1 GAL TO 7 PLANTS. RUBUS SPECTABILIS SALMONBERRY 38 1 GAL SPACE SHRUBS SYMPHORICARPOS ALBUS SNOWBERRY', 38 1 GAL 5' ON CENTER TREE PLANTING DETAIL NO SCALE D=3375 1 3 SW 29 -24 -05 warEV69: wu: wie i RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT / 1/08 96vcn6o: 1 " =10� w>tv¢oxrw x4n �9w/+99, �. 3 2 J. SWENSON CITY 1 OI— n°°6o°ro J. SWENSON R R E N TO N LANDSCAPING PLAN ` ox6 ixar DATUM °PAN1N6 N° °ryf� wLL Planning /Building /Public Works Dept. n xm ox6 prox ?e5 —BUILT L1 BY 'DATE APPR sxEm 08€.] srx2 Kaadxc�T P. ,� 14 or:20 D- 33714 f` M M ti N a W < 0 z ci W w O 0 a � IL I0000 Z W W O IL W i— ca 0 N Z W Z W J a J 1 Q c I I 1 EDT2 I ACCESS F HI - - -- - - - - - - - -- VSTRUCT EXC LIMITS 0 I n 60 "DIA SD I I I - - -- 1 - - -- - - -- -------- - - - - -- ------ - - - - -- -- - I I I I I I I I I I J I 1 I 1 1110 III'D I I° I I° I I I I I I I I I I I I 110 I° I I 1 I i I I I 1I0° I I I I I I I I I i 110 I° I I I I I I I I it I I I I 1110 I I° I I I I —I I I i I I i — I I I I I PANEL I I � I 0 i 17 I I F I TOP PLAN 3/8 " =1' -0" EX 60 "DIA SD ACCESS LADDER 12" TYP 0 ------ I 1 - - 1 3' -0" I 6' -0" 5' -0" IVA I N X E 36 " DIA SD c� -1 I I I I I I i I d I I -I 1 - ACCESS, LADDER j EX. 36 "DIA SDI 1- -F j -I +- - -+ +- — °F �- -F +- — I _ _ I 36" WALL ANCHOR I LJ LJ I LJ I LJ LJ LJ I LJ LJ 1 I 4' -0" (TYP) - - -� - -I - - - -- - + - -I -- -- -I- - -I -- -- - - -1 - -- I N I-- � -- I I 36 "DIA (HDPE) SO I g 2 Yx}4 GALV TYP 4 PLCS ( DT1' SERRATED OGRADING 7 EQ SPACES AT 3'- 0 "= 21' -0" 3' -6" VSTRUCT 28'-0" EXC LIMITS F I TOP PLAN 3/8 " =1' -0" EX 60 "DIA SD ACCESS LADDER 12" TYP 0 ------ I 1 - - 1 3' -0" I 6' -0" 5' -0" IVA I N X E 36 " DIA SD c� w 0 � I ACCESS, LADDER I 12 "DIA STEEL PILES I j ( TYP 6 PLCS — - � I ( I I 36" WALL ANCHOR (CAST IN PLACE) I STN 1 0 0 Lo I ' I I N 1231 FRYAR AV ENUE SUMNER, WASHINGTON 9-90 T. 253.883.5128 F. 253.883.0918 xxw.p8On bixmm I !36 "D DPE TYP 4 PLCS 61 5' -0" ( 6' -0" 3' -0" --- - - - I -r- tjcJ ------ I 1 - - I -- - - - - - -- I 3' -0" I 6' -0" 5' -0" 3/8 " =1' -0" RECOMI4ENDrILZQ&_6EERQYAL Byl ---------------- D,t .......... Byl ---------------- Date, -------- ily ------ - - - -- Date1 -------- By, ----- -- - --- Date.---'- -__ 111 REVISION 2,7.145 ROGHEN JOINT 27.45 #5 ®8" - - - - I - I I i -- - K - -1 -I IVA J U z7v ROUGHEN JOINT wSr�TD: D mx D. R. HERMES gym: J. WN6 " N 8' -5}Y44" GALV GRADING PANELS W8X24 IS. 15 (AS- QUILT) I `\ 0 SLOPE 60 "DIA SO IE =18.00 17.95 (AS- OVILr) 'DIA HDPE IE =18.99 POSITE WALL SHOWN R REFERENCE 36'DIA (HDPE) SD IE= 48:99 - 17.95 (as BU / / I \ / EL= �Pr99L CLR TYP 1' -0" I 4) #5 0F I 12 "DIA- 45' LONG STEEL PILES TYP 6 PLCS SECTION n 3/8 " =1' -0" DT1 27.45 EL =29-.& ® 8" EW FILL f0 I ROUGHEN JOINT WATERSTOP \45 DOWELS ® 8" SECTION 3/8 " =1' -0" DT1 9DUE VERIp:":N1W '9 CITY OF AS SHOWN xanlzoxrw NV low +ea1 �� RENTON ONE 1N0N DATUM ^T Z. . Planning /Building /Public Works Dept. D NOT DN5 " $CNE /CCbRaMELY � ve/ 27. EL =27:fr 45 I� �I /-EX. 36 "DIA SD - - - - - -L EL =1F.5 ITS 3• D- 331514 AS -BUILT RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT a,M s /27 /os RE06`gQ OUTLET STRUCTURE DFAmxc xD PLANS AND SECTIONS DT 1 SNEET: Dff 75 20 D- 33515 IVA c� w CLR TYP 1' -0" I 4) #5 0F I 12 "DIA- 45' LONG STEEL PILES TYP 6 PLCS SECTION n 3/8 " =1' -0" DT1 27.45 EL =29-.& ® 8" EW FILL f0 I ROUGHEN JOINT WATERSTOP \45 DOWELS ® 8" SECTION 3/8 " =1' -0" DT1 9DUE VERIp:":N1W '9 CITY OF AS SHOWN xanlzoxrw NV low +ea1 �� RENTON ONE 1N0N DATUM ^T Z. . Planning /Building /Public Works Dept. D NOT DN5 " $CNE /CCbRaMELY � ve/ 27. EL =27:fr 45 I� �I /-EX. 36 "DIA SD - - - - - -L EL =1F.5 ITS 3• D- 331514 AS -BUILT RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT a,M s /27 /os RE06`gQ OUTLET STRUCTURE DFAmxc xD PLANS AND SECTIONS DT 1 SNEET: Dff 75 20 D- 33515 I ti M M a a ~ z V W w 0 'o a � n III— Z 2 W 0 w a W II— V) 0 I.- Z W Z W J CL i L 3x303/8 %x6 WELDED STUD BEYOND ® 12" OC #5 ® 12 "D ROUGHEN JOINT 6" GALV GRATING L 3x3x3/8 %x6 WELDED STUD 174 #5 ® 12 "-\ ROUGHEN JOINT / b \ 3 \ \ • • `-i "DIA HOLE W / #5 x 2'-0" \ i LONG REBAR THRU 8 ® 12" 8 r L=1-077 cO (AS -8LT) 14.4 � EL= CD Q / \ 1 I I -I-I- � D II 66 N 3 SEE DT2 FOR REINGFORCEMENT AROUND OPNG TYP ® ALL OPNGS i I I �— 1' -0" - 4) #5 SECTION n 3/8 " =1' -0" DT1 FA ril F. We ::. F5 EXT PAST OPNG IS NOT POSSIBLE, TYP 4 - #5 TRIM BARS EACH LAYER OF REINF EXTEND 2' -0" PAST INTERSECTION WALL OR SLAB- - 12" MIN TO BE REINF SMALLER OPENINGS USE STEEL SLEEVE 1/2 REINF TERMINATED AT OPENING. 2 BAR MINIMUM EA SIDE 2" CL FROM OPNG WALL OR SLAB REINF TERMINATED AT OPNG - REINF AROUND OPENING DETAIL �1 NO SCALE TYP EL =2.7 -& 27.4:5 (a5- Ovlt -'T) 36 "DIA SO - - - - -�r EL= 971x&605 -StT) EL = 14.5, (A5 -GLr,) 36 "DIA HOPE IE =18.09 TYP 4 PCLS OPTIONAL CORNER BAR IF MAIN BARS NOT BENT AROUND CORNERS —\ L1 L1 4 L1 4 DETAIL n DETAIL /1� 1 1/2 " =1' -0" DT1 1 1/2 " =1' -0" DT1 (3) #5 ® 3" L2/4. STANDARD HOOK 2" CLR FROM OPENING NP EA SIDE OF PIPE #5 ® 8" EW :29 fr 27. ws (as -oul Lr ��7\\/�/ \ \7 ---- - - - - -� -- - I - - - -- 1C - - - -� - - - - -� -� --- -� - - -- r L=1-077 cO (AS -8LT) 14.4 � EL= CD Q / \ 1 I I -I-I- � D II 66 N 3 SEE DT2 FOR REINGFORCEMENT AROUND OPNG TYP ® ALL OPNGS i I I �— 1' -0" - 4) #5 SECTION n 3/8 " =1' -0" DT1 FA ril F. We ::. F5 EXT PAST OPNG IS NOT POSSIBLE, TYP 4 - #5 TRIM BARS EACH LAYER OF REINF EXTEND 2' -0" PAST INTERSECTION WALL OR SLAB- - 12" MIN TO BE REINF SMALLER OPENINGS USE STEEL SLEEVE 1/2 REINF TERMINATED AT OPENING. 2 BAR MINIMUM EA SIDE 2" CL FROM OPNG WALL OR SLAB REINF TERMINATED AT OPNG - REINF AROUND OPENING DETAIL �1 NO SCALE TYP EL =2.7 -& 27.4:5 (a5- Ovlt -'T) 36 "DIA SO - - - - -�r EL= 971x&605 -StT) EL = 14.5, (A5 -GLr,) 36 "DIA HOPE IE =18.09 TYP 4 PCLS OPTIONAL CORNER BAR IF MAIN BARS NOT BENT AROUND CORNERS —\ L1 L1 4 L1 4 a J J J STANDARD HOOK Lt 4 TO MATCH REINFORCEMENT 1 - #6 a 2 - #6 i L2 L2 4 SPLICE _ LENGTH HORIZONTAL CORNER BARS OF SAME SIZE AND SPACING TO MATCH REINFORCEMENT OF THINNER WALL L2/4. STANDARD HOOK STD HOOK IF OTHER CORNER BAR EXTENDED L/4 OR CONT PLACE VERTICAL REINFORCEMENT L UNLESS OTHERWISE NOTED, VERTICAL CORNER OUTSIDE EXCEPT AS OTHERWISE BARS SHALL BE THE SAME SIZE TABULATED FOR SHOWN OR NOTED MIN WALL REINF FOR THE THICKER WALL NOTES: 1. SEE SCHEDULE OR PLANS FOR REINFORCING REQUIRED. ALL BARS SHALL BE CONTINUOUS OR LAP SPLICE. 2. L/4 SHALL NOT BE LESS THAN SPLICE LENGTH. 3. SPLICE LENTHS AND BENDS AS NOTED ON GENERAL NOTES OR ON PLANS. STANDARD CORNER REINFQRCEMENT DETAIL ia1 NO SCALE DT1 D- 331515 j AS -i' vivr ® .BLENDED FOR APPROVpI "i rro.aoNEw wn ieaajl..1 CITY OF .� N. As sHOwN �, RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08 Bye ---------------- _ Date,___ R. HERMES REX`XtlN By, ---------------- Date1___ a"w" J. LUND =� RENTON OUTLET STRUCTURE `"" 1231 FRYAR AVENUE ^^ ONE I N � mmw NO: EUMNER,WM IN 883.0 Dyi_____ ___ Datr'1 ,;______. cxEa AT Nu swe� DATDM DT2 T. 233.863,5128 F. x63.663....86 Lb6 Planning /Building /Public Works Dept. DETAILS AND SECTIONS IF A ONE INCH w"w verem "w.com By ----------------- Date! -------- NO. REVISION BY DATE APPR wr6wm: 3 ALC0R MLT sxECi: or: .�o$iPZT3 16 20 D- 3371516 u� M M ti N a LL a ~ Z U W W 'O 0 a IL z W 2 W O w 0. cG G W I- 2 W Z Q J W J a 2' -6" EX 84" DIA SS IE =25.06 IE =24.39 22.9 EL 36" NOM DIA (32.3 "ID) HDPE, DR21 SD PIPE IE =19 (49 48" CASING IE =I;E.49 RIP RAP BANK PROTECTION AT AND AROUND EXCAVATED AREA INSURE ALL LARGE ROCK WILL CONTACT EACH OTHER AND THAT ALL VOIDS ARE FILLED WITH SMALLER ROCK, PLACE A MINIMUM OF 2' DEPTH 1231 FRYAR AVCNUE SUMNER, WASHINGTON 98380 T 253.863.5128 F. 253.863.0948 vxxi paremeWCC"m cc DT3 UPPER LOG 3/4" BOLTS OR THREADED RODS 6' ON CENTER i` SD UNDERCROSSING OF 84" DIA SS DETAIL 1/4 " =1' -0" Cl TOE OF CHANNEL - PLUNGE POOL �i2'I- LOW FLOW NOTCH CHAIN OR BOLT TO HOLD LOC TO CONCRETE ANCHOR wl 0 A DT3 48" STL CASING 1 CDF BACKFILL UNDER 84 "SS - CCES END SEAL (TYP) LINE 1 3to" IE a 16.Wf (AS$l.T� LINE3 3(o "IEaI$.72 (PES —Bi-Ti LInSH4 3(e "IE =1$.80 (µ5- 4i1.T) 2x4 WOOD CLEAT FULL LOG LENGTH — SEAL GAP WITH 2x4 - 12" SPAWNING GRAVEL OR SUITABLE BED MATERIAL - FILL OVER " GEOTEXTILE" WITH 6" �UJ WOOD SHIMS FOR LEVELING (QUARRY PALLS)ION MAT - CONCRETE ANCHOR BLOCK (USE EQUATION BELOW TO DETERMINE SIZE OF BLOCK) (APPROX 3x4x1) GEOTEXTILE ATTACH TO LOG (0.29D2x (2L- 10))/2= CONCRETE ANCHOR VOLUME NEEDED AT EACH END (CUBIC FT) AND EXTEND INTO BANKS- WHERE: D= DIAMETER LOG IN FEET 4 L= LENGTH LOG IN FEET SECTION iAAI NO SCALE DT3 FN'O C{$QQI,�!F-NDFD FOR APPROVAL By' - -_ - -_ Dater- ______ By,---- -- --- -- Aate'--`--- -- By °---' __ Aateke- - - By' --- -------- Dater---- - -' REVISION af 32.72 EL af° f -100" DIA (OD) U 12" DIA EX 84" DIA SS SECTION 1/4 " =1' -0" C1,DT3 FLOW mmm)lm.- CENTERLINE 4TOO LOW FLOW NOTCH DETAIL r4-"�N NO SCALE TYP FLOW 11111011;111. TOP LOG, DIAMETER 15" TO 18" (� DRILL 1 }B" DIA HOLE 0 30' DRIVE I' DIA REBAR THROUGH / 1(4 FT O.C.) IMBED INTO STREAM BED A MINIMUM OF 3 FT PLUNGE PCOL i `.7'0 � z RIP RAP V N SEAL LOG, DIAMETER 12" TO GEOTEXTILE FABRIC 15" ' SECTION BB NO SCALE DT3 IffliIIIIIIIII CASCADE CASING SPACERS ® 10' O.C. 1L'- 3 M 10° CASING END SEAL DETAIL tl1 1/2„ 1' -Q" TYP 6° CHANNEL TOE V CONST LOW FLOW NOTCH (SEE DETAIL 4) - UPPER LOG -22' (EST), 18" DIA J PLACE CONCRETE BALLAST BLOCKS AS NEAR TO END OF SEAL LOG AS POSSIBLE 3UAJE ; SCNE: YER11f11: NAro IOU AS SHOWN Ho91:D„rw xAn 16W /�sa, D ro D: R. HERMES DMMM: J. BETZ�VOG q1E INCH CHECKED:m (" DATUM NLL IF NOi ONE E INCH Ti�$CLLE ACLCfldNGIY ¢i 9TC 1' ,,,,,,,,,— CASING SPACERS NOTES: 1. LOG WEIR SHALL BE INSTALLED WITH A MAX TOLERANCE FROM DESIGN ELEV OF 2. GECTEXTILE SHALL CONF^RM TO STD SPEC 9- 33.2(1), TABLE 4 FOR PERMANENT EROSION CONTROL. �t 2 --j1 3 MINIMIZE EXCAVATION TO AS SMALL AS PRACTICAL FOR LOG WEIR PLACINGS L-12" SPAWN GRAVEL SEAL LOG, (11' EST) CONC BLOCK (3'x4'xt') 12 " -15" DIA LOG WEIR D=337516 SECTION cc 1/4 „ -1' -0” DT3 ®_ AS -BUILT H �% CITY" OF RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT � RENTON DETAILS AND SECTIONS DRM „D ND: Planning /Building /Public Works Dept. DT3 y sxEEr. 2C limmmill AA BB I DT3 DT3 0 J lL LOG WEIR DETAIL NO SCALE C2 CHAIN OR BOLT TO HOLD LOC TO CONCRETE ANCHOR wl 0 A DT3 48" STL CASING 1 CDF BACKFILL UNDER 84 "SS - CCES END SEAL (TYP) LINE 1 3to" IE a 16.Wf (AS$l.T� LINE3 3(o "IEaI$.72 (PES —Bi-Ti LInSH4 3(e "IE =1$.80 (µ5- 4i1.T) 2x4 WOOD CLEAT FULL LOG LENGTH — SEAL GAP WITH 2x4 - 12" SPAWNING GRAVEL OR SUITABLE BED MATERIAL - FILL OVER " GEOTEXTILE" WITH 6" �UJ WOOD SHIMS FOR LEVELING (QUARRY PALLS)ION MAT - CONCRETE ANCHOR BLOCK (USE EQUATION BELOW TO DETERMINE SIZE OF BLOCK) (APPROX 3x4x1) GEOTEXTILE ATTACH TO LOG (0.29D2x (2L- 10))/2= CONCRETE ANCHOR VOLUME NEEDED AT EACH END (CUBIC FT) AND EXTEND INTO BANKS- WHERE: D= DIAMETER LOG IN FEET 4 L= LENGTH LOG IN FEET SECTION iAAI NO SCALE DT3 FN'O C{$QQI,�!F-NDFD FOR APPROVAL By' - -_ - -_ Dater- ______ By,---- -- --- -- Aate'--`--- -- By °---' __ Aateke- - - By' --- -------- Dater---- - -' REVISION af 32.72 EL af° f -100" DIA (OD) U 12" DIA EX 84" DIA SS SECTION 1/4 " =1' -0" C1,DT3 FLOW mmm)lm.- CENTERLINE 4TOO LOW FLOW NOTCH DETAIL r4-"�N NO SCALE TYP FLOW 11111011;111. TOP LOG, DIAMETER 15" TO 18" (� DRILL 1 }B" DIA HOLE 0 30' DRIVE I' DIA REBAR THROUGH / 1(4 FT O.C.) IMBED INTO STREAM BED A MINIMUM OF 3 FT PLUNGE PCOL i `.7'0 � z RIP RAP V N SEAL LOG, DIAMETER 12" TO GEOTEXTILE FABRIC 15" ' SECTION BB NO SCALE DT3 IffliIIIIIIIII CASCADE CASING SPACERS ® 10' O.C. 1L'- 3 M 10° CASING END SEAL DETAIL tl1 1/2„ 1' -Q" TYP 6° CHANNEL TOE V CONST LOW FLOW NOTCH (SEE DETAIL 4) - UPPER LOG -22' (EST), 18" DIA J PLACE CONCRETE BALLAST BLOCKS AS NEAR TO END OF SEAL LOG AS POSSIBLE 3UAJE ; SCNE: YER11f11: NAro IOU AS SHOWN Ho91:D„rw xAn 16W /�sa, D ro D: R. HERMES DMMM: J. BETZ�VOG q1E INCH CHECKED:m (" DATUM NLL IF NOi ONE E INCH Ti�$CLLE ACLCfldNGIY ¢i 9TC 1' ,,,,,,,,,— CASING SPACERS NOTES: 1. LOG WEIR SHALL BE INSTALLED WITH A MAX TOLERANCE FROM DESIGN ELEV OF 2. GECTEXTILE SHALL CONF^RM TO STD SPEC 9- 33.2(1), TABLE 4 FOR PERMANENT EROSION CONTROL. �t 2 --j1 3 MINIMIZE EXCAVATION TO AS SMALL AS PRACTICAL FOR LOG WEIR PLACINGS L-12" SPAWN GRAVEL SEAL LOG, (11' EST) CONC BLOCK (3'x4'xt') 12 " -15" DIA LOG WEIR D=337516 SECTION cc 1/4 „ -1' -0” DT3 ®_ AS -BUILT H �% CITY" OF RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT � RENTON DETAILS AND SECTIONS DRM „D ND: Planning /Building /Public Works Dept. DT3 y sxEEr. 2C limmmill ti M M ti N a � F- z U W W O'o a n Z W 2 O w CL W H U) 2 CO) Z QW J W J a 4 J 7 e ut 0 r EX GROUND ___ - - - - -- I/—CONST BASELINE 11 ---- 3 12" QUARRY GEOTEXTILE h14�NllFD FDR APPROVAL Bye- ---- ------ -- Date---- --- Byl--- -------- --- Date'--- _-- Ey'--------------- Date1 --- Bye- --- - -- ------ Date,.--' -- -- 12" QUARRY -EL 19.0 2" STREAM GRAVEL GEOTEXTILE L L-6" QUARRY SPALLS 12" STREAM GRAVEL CHANNEL SECTION 1/4 " =1' -0" C2 EX GROUND ' 11 2 �CONST BASELINE �1 2 L-6- QUARRY SPALLS 2" STREAM GRAVEL CHANNEL SECTION 1/4 " =1' -0" C2 r ---- - - - - -- EX GROUND -- - - - - -- - - -- --------------------------- CONST BASELINE 3 m GEOTEXTILE zf ' I REVISION 2- QUARRY SPALLS L-6" QUARRY SPALLS 2" STREAM GRAVEL CHANNEL SECTION 1/4 " =1' -0" C2 wf7w=w-' 776 suRr .. R. HERMES aRw: J. BE7ZVGG 2 Scue AS SHOWN oxl � •T NLL SwtE Y' NOT ONE INCH SWE KCOR OPWICLY EX FENCE NOTES: 1. GEOTEXTILE SHALL CONFORM TO STD SPECIFICATION 9- 33.2(1) TABLE 4 FOR PERMANENT EROSION CONTROL CONST ACCESS RD SEE CITY STD PLAN 8068 0 12 "G (HP) CONST ACCESS RD SEE CITY STD PLAN 6068 EX FENCE 0 2 "G (HP) 0 12 "G (HP) EX FENCE D- 331511 As -Suicr w1E �% >= CITY 0 F RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08 nF : RENTON SECTIONS PM` DATUM oRAxlxc NO Planning /Building /Public Works Dept. DT4 SHEE: OF: 18 20 D- 33751E 1231 FRYAR AVENUE SUMNER, WASHINGTON 98390 T. 253.863.5128 F. 253.883.0948 www.Paremetrb.com � c i GEOTEXTILE h14�NllFD FDR APPROVAL Bye- ---- ------ -- Date---- --- Byl--- -------- --- Date'--- _-- Ey'--------------- Date1 --- Bye- --- - -- ------ Date,.--' -- -- 12" QUARRY -EL 19.0 2" STREAM GRAVEL GEOTEXTILE L L-6" QUARRY SPALLS 12" STREAM GRAVEL CHANNEL SECTION 1/4 " =1' -0" C2 EX GROUND ' 11 2 �CONST BASELINE �1 2 L-6- QUARRY SPALLS 2" STREAM GRAVEL CHANNEL SECTION 1/4 " =1' -0" C2 r ---- - - - - -- EX GROUND -- - - - - -- - - -- --------------------------- CONST BASELINE 3 m GEOTEXTILE zf ' I REVISION 2- QUARRY SPALLS L-6" QUARRY SPALLS 2" STREAM GRAVEL CHANNEL SECTION 1/4 " =1' -0" C2 wf7w=w-' 776 suRr .. R. HERMES aRw: J. BE7ZVGG 2 Scue AS SHOWN oxl � •T NLL SwtE Y' NOT ONE INCH SWE KCOR OPWICLY EX FENCE NOTES: 1. GEOTEXTILE SHALL CONFORM TO STD SPECIFICATION 9- 33.2(1) TABLE 4 FOR PERMANENT EROSION CONTROL CONST ACCESS RD SEE CITY STD PLAN 8068 0 12 "G (HP) CONST ACCESS RD SEE CITY STD PLAN 6068 EX FENCE 0 2 "G (HP) 0 12 "G (HP) EX FENCE D- 331511 As -Suicr w1E �% >= CITY 0 F RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08 nF : RENTON SECTIONS PM` DATUM oRAxlxc NO Planning /Building /Public Works Dept. DT4 SHEE: OF: 18 20 D- 33751E 1231 FRYAR AVENUE SUMNER, WASHINGTON 98390 T. 253.863.5128 F. 253.883.0948 www.Paremetrb.com � c GEOTEXTILE h14�NllFD FDR APPROVAL Bye- ---- ------ -- Date---- --- Byl--- -------- --- Date'--- _-- Ey'--------------- Date1 --- Bye- --- - -- ------ Date,.--' -- -- 12" QUARRY -EL 19.0 2" STREAM GRAVEL GEOTEXTILE L L-6" QUARRY SPALLS 12" STREAM GRAVEL CHANNEL SECTION 1/4 " =1' -0" C2 EX GROUND ' 11 2 �CONST BASELINE �1 2 L-6- QUARRY SPALLS 2" STREAM GRAVEL CHANNEL SECTION 1/4 " =1' -0" C2 r ---- - - - - -- EX GROUND -- - - - - -- - - -- --------------------------- CONST BASELINE 3 m GEOTEXTILE zf ' I REVISION 2- QUARRY SPALLS L-6" QUARRY SPALLS 2" STREAM GRAVEL CHANNEL SECTION 1/4 " =1' -0" C2 wf7w=w-' 776 suRr .. R. HERMES aRw: J. BE7ZVGG 2 Scue AS SHOWN oxl � •T NLL SwtE Y' NOT ONE INCH SWE KCOR OPWICLY EX FENCE NOTES: 1. GEOTEXTILE SHALL CONFORM TO STD SPECIFICATION 9- 33.2(1) TABLE 4 FOR PERMANENT EROSION CONTROL CONST ACCESS RD SEE CITY STD PLAN 8068 0 12 "G (HP) CONST ACCESS RD SEE CITY STD PLAN 6068 EX FENCE 0 2 "G (HP) 0 12 "G (HP) EX FENCE D- 331511 As -Suicr w1E �% >= CITY 0 F RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08 nF : RENTON SECTIONS PM` DATUM oRAxlxc NO Planning /Building /Public Works Dept. DT4 SHEE: OF: 18 20 D- 33751E to M M ti N IL Q F- z (% W w 'O 0 a a W 2 W 0 w a W H to CO) 0 i- N Z W Z W J IL _ J co to qqc CONST BASELINE EX GRADE (VARIES) SEE DETAIL FOR RIPLEY LANE r___ ___ _____ _ ___ rRESTORA— REQUIREMENTS FORPRE RESTORATION SHORE I ( �/— FORPRESTORATION SHORING 3.5' 6' 6' 6' BANK RUN BACKFILL FOR TRENCH EXCAVATION OF UNSUITABLE BACKFILL SECTION 9 -03.19 OF SOIL AND BACKFILL OF THE SPECIAL PROVISIONS 36" FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS / / /j CLASS F BEDDING APPROVED BY ENGINEER. MATERIAL SHALL MEET SECTION 9- 03.13(6 QUARRY SPALLS W/ MAX STONE SIZE= 0 0 0 0 0 0 0 0 0 0 0 0 ICSBC BEDDING UNDER PIPE (6" MIN, 12" MAX) GEOTEXTILE 18" TYP PIPE TRENCH 4- 36 "SD (HDPEI SECTION /A, 1/4 " =1 - -0" TYP RIPLEY LANE PAVEMENT RESTORATION SECTION TYP IMPORTED FILL SOIL/ CRUSHED SEAHAWK SITE MEMBRANE CAP SECTION SECTION n 1/2 " =1' -0" TYP @E&p1,iLENDED POR aPPRDVat _ I FENCE AND _CONCRETE f BYI:.___ _ Datel BYI---------------- Datel________ 1231 FRYAR AVENUE SUMNER, WASHINGTON 99399 Byi________________ Dat ---------- 7.253.883.5129 F.253863.99C6 ^ Iw.w,p9remaWxcom By' ---------------- Date:________ NO. / \ REVISION 1\IDl10TCn CU 1 _._. SOR FABRIC SEAHAWK SITE INDICATOR FABRIC SECTION rD'�\ 3/8 " =1' -0" TYP PAY LIMIT TRENCH BACKFILL 6' -0" FOR 18" TO 6" SEWER LINES AND 12" WATERMAIN 5' Typ a a i d, a '. 4 a � a a . a a d 4 a a q / . 0 g a a 12" DR 35 PVC SEWER PIPE AND 12" WATER MAIN TYPICAL TRENCH BEDDING AND BACKFILL SECTION n NO SCALE TYP BY I DATE I APPR D vcx 9: R. HERMES DM.: J. SETZVOG SEE DETAIL FOR RIPLEY LANE RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL OR IMPORT PER SECTION 9 -03.19 BANK RUN GRAVEL FOR TRENCH BACKFILL OF THE SPECIAL PROVISIONS. BEDDING MATERIAL GEOTEXTILE EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER. MATERIAL SHALL MEET SECTION 9- 03.9(1) QUARRY SPALLS W/ MAX STONE SIZE= 4" AS SHOWN ONE INCH AT NLL $CNE IP NOi ONE INCH SCP1E ACC9RDINCLT GENERAL NOTES; 1. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS'' BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM PLACE EXPANSION AN CONTRACTION JOINTS CITY STD PLAN F005 D- 331518 wenrx New Iaee �- �- CITY OF NOR2QYVL Wn 1983/1991 1 RENTON DATUM Planning /Building /Public Works Dept. R =37 m DRIVEWAY VARIES —6' -0" MIN Y2 "R (TYP) Y4" PREMOLDED JOINT FILLER 12" CSBC SECTION CEMENT DRIVEWAYJOINT PLACEMENT DETAIL rl"�\ NO SCALE Cl AS— SUILI- 9,1E RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08 FlEID K: DETAILS AND SECTIONS FEE W..G 0: DT5 Q-131317ffll ti M M ti N a T Z U W w O O CG N a LIB a Z W W 0�y Li aC C W C� NG I.f. O Z W 2 W J LL J 1 N 0 TOP SECTION VIEW `; `n,, , NOT TO SCALE I 18" J n /�,.r`��j✓K�,' 3/4' CORTEN CONTINUOUS -. THREAD RODS INSTALLED SYMMETRICALLY AROUND PIPE TO MATCH BOLT HOLES (SEE TABLE BELOW) SIDE SECTION VIEW NOT TO SCALE r3 SEE TRENCH DETAIL -T A` MAX.. AT COLLAR 8 "" -A` II MIN. ' MAXIMUM DEAD END ANCHOR SCHEDULE _ III OF LINE SIZE "A" "B" C. "D" 3/4" RODS 6" 2' -0" 1' -0" 1' -6" 1' -0" 2 8" 2' -0" 1'-6" V -6" V -6" 2 10" 2' -6" V -6" V -6" 1' -6" 2 12" 2' -6" 2' -0" 1' -6" V -6" 4 16" 3' -0" 2' -6" 2' NOTES: I, CONCRETE SHALL 3000 P,S.L 2, REINFORCED BARS SHALL BE DEFORMED BARS AND TIED TOGETHER. 3: PLACE THRUST COLLAR ON ONE FULL JOINT OF PIPE FORMWORK AT FACE OF ANCHOR WALLS MUST BE REMOVED. BACKFILL AT COMPACTED. TO 95% MAX DRY DENSITY BASED ASTM 01557 PRIOR TO REINSTATING SERVICE OF THE WATER MAIN, 3' MIN. (10: & SMALLER) 4' MIN. (12` PIPE h LARGER) 14 REBAR AT 8` ON CENTER WITH 180' STANDARD HOOKS O BOTH ENDS MEGALUG SERIES 1100 MECHANICAL JOINT RESTRAINER GLAND FOR O.I.P. /ATION VIEW NOT TO SCALE THRUST COLLAR & BLOCKING DETAIL NO SCALE C4 EXISTING OR PROPOSED WATER MAIN 5' MIN � •'.. - to CONCRETE THRUST COLLAR BLOCKING WITH WEDGE ACTION RETAINER GLAND SEE DETAIL 2 EACH (MIN) 3/4" ALL THREAD CORTEN SHACKLE RODS NOTE: 1. DETAIL IS FOR INFORMATIONAL GUIDANCE ONLY, SEE SHEET C4 FOR BEND OVER QTHE PROPOSED STORM DRAIN PIPE. 1 i 1 :c u ► FM •C : 6 Fwj : ► NOT TO SCALE � Parametrix 1231 FRYARAVENUE fiUMNER, WASHINGTON 98390 T. 253.863.5128 F. 253.863.0948. wwx.peremetra.wm 1 THRUST COLLAR & BLOCKING WITH MEGALUG RETAINER GLAND NOT TO SCALE R.H. 50f1E1Ev. AS SHOWN xox¢anw ra 19w/119m DPTDM R_EGCf,4ENDFD FOR APPROVAL I ST DAIS,, ' - _3108 BY' __________ ____ Date:_;,__:___ BY,____ ____________ Dntel__ BY'- .-_ _____ ________ Date: —„ __ —_ By:__ ___________ _ Date:........ ,.. % % K d!C^rla .. fizT" R'Ji 0A 0, NAME: TCFS ^. .. . eM �... -- THRUST COLLAR & BLOCKING DETAIL NO SCALE C4 EXISTING OR PROPOSED WATER MAIN 5' MIN � •'.. - to CONCRETE THRUST COLLAR BLOCKING WITH WEDGE ACTION RETAINER GLAND SEE DETAIL 2 EACH (MIN) 3/4" ALL THREAD CORTEN SHACKLE RODS NOTE: 1. DETAIL IS FOR INFORMATIONAL GUIDANCE ONLY, SEE SHEET C4 FOR BEND OVER QTHE PROPOSED STORM DRAIN PIPE. 1 i 1 :c u ► FM •C : 6 Fwj : ► NOT TO SCALE � Parametrix 1231 FRYARAVENUE fiUMNER, WASHINGTON 98390 T. 253.863.5128 F. 253.863.0948. wwx.peremetra.wm 1 NOTE REVISION R.H. 50f1E1Ev. AS SHOWN xox¢anw ra 19w/119m DPTDM R_EGCf,4ENDFD FOR APPROVAL ' - _3108 BY' __________ ____ Date:_;,__:___ BY,____ ____________ Dntel__ BY'- .-_ _____ ________ Date: —„ __ —_ By:__ ___________ _ Date:........ ��E R. HERMES _... �... -- wom: J. BETZVOG ox6 ncx G6c8N may/ � / NLL SGtE scu ,wconow N0. _ REVISION BY DATE APPR ,wpp � 5' MIN. D.I. WATER EXISTING /PROPOSED FINISHED GRADE EXISTING /PROPOSED STORM DRAIN OR SANITARY SEWER D.I. PIPE SPOOL - (LENGTH VARIES) 5' MIN a 3' MIN. (10" PIPE & SMALLER) 4' MIN. (12" PIPE & LARGER) 5' MIN h� 45' BENDS (MJxMJ) WITH MEGALUG SERIES 1100 MECHANICAL JOINT WEDGE ACTION RETAINER GLAND (TYP) VERTICAL ADJUSTMENT FOR WATER MAINS (EXISTING OR PROPOSED) S ADOPTED CITY OF RENTON STANDARD PWNS LST DATE: DWG. NAME: VERT -ADJ SP PAGE: XXXXX D- 331519 AS -SU1 L.T w1e CITY O E RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21 /08 m t R ML E N TO N .DETAILS om owxulc NO: Planning /Building /Public Works Dept. DT6