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Home My WebLink AboutAttach C.4 - 10 Pct Bridge Design DrawingsPANTHER CREEK CULVERT REPLACEMENT PROJECT SHEET INDEX SHEET SHEET TITLE SHEET NO. CV01 COVER SHEET AND SHEET INDEX X GN01 LEGEND, ABBREVIATIONS, AND SURVEY CONTROL X EC01 EXISTING CONDITIONS PLAN X RW01 RIGHT-OF-WAY PLAN X RD01 ROADWAY PLAN & PROFILE X TS01 ROADWAY TYPICAL SECTION X DR01 DRAINAGE AND UTILITY PLAN X ST01 EXISTING STREAM CONDITIONS X ST02 STREAM PLAN X ST03 STREAM PROFILE AND SECTION X ST04 TEMPORARY STREAM BYPASS PLAN X ST05 LARGE WOOD DETAILS X LS01 LANDSCAPE RESTORATION PLAN X S01 BRIDGE PLAN AND ELEVATION X S02 FOUNDATION PLAN X S03 TYPICAL SECTION X TC01 DETOUR PLAN X VICINITY MAP PANTHER CREEK CULVERT REPLACEMENT CITY OF RENTON 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 10 % D E S I G N - N O T F O R C O N S T R U C T I O N City of Renton 1055 S. Grady Way Renton, WA 98057 (425) 430-6400 Know what's below before you digCall R COVER SHEET AND SHEET INDEX CV01 ATTACHMENT C.4 PANTHER CREEK CULVERT REPLACEMENT CITY OF RENTON 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 10 % D E S I G N - N O T F O R C O N S T R U C T I O N City of Renton 1055 S. Grady Way Renton, WA 98057 (425) 430-6400 Know what's below before you digCall R LEGEND AND ABBREVIATIONS GN01 PANTHER CREEK CULVERT REPLACEMENT CITY OF RENTON 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 10 % D E S I G N - N O T F O R C O N S T R U C T I O N City of Renton 1055 S. Grady Way Renton, WA 98057 (425) 430-6400 Know what's below before you digCall R PANTHER CREEK CULVERT REPLACEMENT EXISTING CONDITIONS PLAN EC01 PANTHER CREEK CULVERT REPLACEMENT CITY OF RENTON 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 10 % D E S I G N - N O T F O R C O N S T R U C T I O N City of Renton 1055 S. Grady Way Renton, WA 98057 (425) 430-6400 Know what's below before you digCall R PANTHER CREEK CULVERT REPLACEMENT RIGHT-OF-WAY PLAN RW01 PANTHER CREEK CULVERT REPLACEMENT CITY OF RENTON 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 10 % D E S I G N - N O T F O R C O N S T R U C T I O N City of Renton 1055 S. Grady Way Renton, WA 98057 (425) 430-6400 Know what's below before you digCall R PANTHER CREEK CULVERT REPLACEMENT ROADWAY PLAN AND PROFILE RD01 PANTHER CREEK CULVERT REPLACEMENT CITY OF RENTON 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 10 % D E S I G N - N O T F O R C O N S T R U C T I O N City of Renton 1055 S. Grady Way Renton, WA 98057 (425) 430-6400 Know what's below before you digCall R ROADWAY TYPICAL SECTION PANTHER CREEK CULVERT REPLACEMENT CITY OF RENTON 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 10 % D E S I G N - N O T F O R C O N S T R U C T I O N City of Renton 1055 S. Grady Way Renton, WA 98057 (425) 430-6400 Know what's below before you digCall R TS01 PANTHER CREEK CULVERT REPLACEMENT CITY OF RENTON 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 10 % D E S I G N - N O T F O R C O N S T R U C T I O N City of Renton 1055 S. Grady Way Renton, WA 98057 (425) 430-6400 Know what's below before you digCall R PANTHER CREEK CULVERT REPLACEMENT DRAINAGE AND UTILITY PLAN DR01 W UP P T P P P T LT LT X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC P P P P OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH X X X X X X X X XX X X X X O H W O H W O H W O H W O H W O H W O H W O H W OH WOHW OHW OHW O H W O H W OH W OHW O H W O H W O H W O H W OHW O H W OHW X X P P P TC TC TC P P OH OH TC TC TC OH OHOH P O H W O H W OHW OH W O H W OHWOHW O H W O H W O H W O H W O H W O H W O H W O H W O H W OHW OH W OHW OH W OH W OHW OHW OHW OH OH SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSMH #1 RIM = 99.38 IE 18" CONC (N) = 87.45 IE 18" CONC (S) = 89.16 IE 8" CONC (E) = 88.64 IE 8" CONC (W) = 88.60 8" TO 6" ADAPTER WEST OF SSMH SS SS SS SS SS P TPN 3123059065 3901 TALBOT RD S. PUBLIC HOSPITAL DISTRICT #1 TPN 3023059034 3401 TALBOT RD S. PUBLIC HOSPITAL DISTRICT #1 TPN 3023059111 350 S 38TH CT. BROLIN - VALLEY VIEW LLC TPN 3023059054 N2B2 PROPERTIES LLC 3721 TALBOT RD S. TPN 8558600185 VERLA M BATES 501 S 38TH CT. TPN 8558600190 JAMES V BALISE 507 S 38TH CT. TPN 8558600195 REBECCA HILL 515 S 38TH CT. TPN 8558600200 DANIEL HELDELE & KIMBE OLALIA 521 S 38TH CT. TPN 3123059026 TALBOT SPRING LLC 17600 TALBOT RD S. 80 85 90 95 7575 80 80 85 8 5 90 95 75 75 80 80 85 90 95 6 5 7 0 75 75 80 80 85 85 90 90 95 95 65 70 75 80 85 90 95 75 80 85 90 95 75 80 80 6 0 6 5 70 7 5 8 0 85 90 95 WETL WETL WETL W E T L WETL WETL S P A N T H E R C R E E K IE 36" CMP = 64.30 ℄ 12" STEEL WATERLINE(R) 20" WATERLINE(R) (ABANDONED) IE 36" CMP = 69.66CONCRETE WING WALL EXISTING THALWEG IE 24" CMP = 81.90 IE 12" CMP = 78.00 P A N T H E R C R E E K B-1 B-2 TA L B O T R O A D S O U T H 0+ 0 0 0 + 5 0 1 + 0 0 1 + 5 0 2+00 2+50 3+00 3+50 4+00 4 + 5 0 5 + 0 0 5+ 5 0 5 + 9 5 G S P T G G G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH SS SS SS SSMH #2 RIM = 93.62 IE 12" CONC (N) = 80.71 IE 12" CONC (E) = 80.65 IE 18" CONC (S) = 79.90 IE 18" CONC (W) = 79.87 TA L B O T R O A D S O U T H KTF/ECD SCY JC ---- 05/27/25 ST-1EXISTING STREAM CONDITIONS 61 32135 Pl o t t e d : 0 5 / 2 7 / 2 0 2 5 , 1 1 : 1 0 | s y i P: \ 0 \ 0 6 9 3 0 9 3 \ C A D \ 0 0 \ P a n t h e r C r e e k C u l v e r t R e p l a c e m e n t \ C u l v e r t R e p l a c e m e n t D e s i g n \ v 0 1 _ 1 0 _ P e r c e n t \ 0 6 9 3 0 9 3 0 0 _ S h t 1 _ S T - 1 [ E x i s t i n g S t r e a m C o n d i t i o n s ] . d w g NO.DATE BY ISSUE / DESCRIPTION PREPARED FOR:DRAWING NUMBER: SHEET: OF DESIGNED BY: DRAWN BY: APPROVED BY: DATE: REVISION NO.: DR A F T S U B M I T T A L - N O T F O R C O N S T R U C T I O N PRE L I M I N A R Y PANTHER CREEK AT TALBOT ROAD S. CULVERT REPLACEMENT PROJECT RENTON, WASHINGTON SCALE IN FEET 0 20 40 N SOURCE(S): ·SURVEY FROM KPFF, DATED 7/14/2023. COORDINATE SYSTEM: WASHINGTON STATE PLANE, NORTH ZONE, NAD83, US FOOT. WETL OHW LEGEND (EXISTING) U P T S G TC OH P W B-1PARCEL PROPERTY LINE CULVERT ORDINARY HIGH WATER LINE WETLAND LINE PANTHER CREEK THALWEG ALIGNMENT EXISTING MAJOR (5-FT) CONTOUR LINE EXISTING MINOR (1-FT) CONTOUR LINE UNDERGROUND POWER OVERHEAD UTILITIES UNDERGROUND TELECOMMUNICATIONS WATER LINE GAS LINE SANITARY SEWER MAINTENANCE HOLE POWER POLE TELECOMMUNICATIONS POLE UTILITY POLE TREE CONIFER TREE DECIDUOUS BORING BY GEOENGINEERS, INC., 2023 SUPPLEMENTAL PLAN AREA (APPROXIMATE 567 FT. NORTH OF SSMH #1) W UP P T P P P T LT LT X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC P P P P OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH X X X X X X X X XX X X X X O H W O H W O H W O H W O H W O H W O H W O H W OH WOHW OHW OHW O H W O H W OH W OHW O H W O H W O H W O H W OHW O H W OHW X X P P P TC TC TC P P OH OH TC TC TC OH OHOH P O H W O H W OHW OH W O H W OHWOHW O H W O H W O H W O H W O H W O H W O H W O H W O H W OHW OH W OHW OH W OH W OHW OHW OHW OH OH SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSMH #1 RIM = 99.38 IE 18" CONC (N) = 87.45 IE 18" CONC (S) = 89.16 IE 8" CONC (E) = 88.64 IE 8" CONC (W) = 88.60 8" TO 6" ADAPTER WEST OF SSMH SS SS SS SS SS P TPN 3123059065 3901 TALBOT RD S. PUBLIC HOSPITAL DISTRICT #1 TPN 3023059034 3401 TALBOT RD S. PUBLIC HOSPITAL DISTRICT #1 TPN 3023059111 350 S 38TH CT. BROLIN - VALLEY VIEW LLC TPN 3023059054 N2B2 PROPERTIES LLC 3721 TALBOT RD S. TPN 8558600185 VERLA M BATES 501 S 38TH CT. TPN 8558600190 JAMES V BALISE 507 S 38TH CT. TPN 8558600195 REBECCA HILL 515 S 38TH CT. TPN 8558600200 DANIEL HELDELE & KIMBE OLALIA 521 S 38TH CT. TPN 3123059026 TALBOT SPRING LLC 17600 TALBOT RD S. 80 85 90 95 7575 80 80 85 8 5 90 95 75 75 80 80 85 90 95 6 5 7 0 75 75 80 80 85 85 90 90 95 95 65 70 75 80 85 90 95 75 80 85 90 95 75 80 80 6 0 6 5 70 7 5 8 0 85 90 95 WETL WETL WETL W E T L WETL WETL S 21 + 0 0 22 + 0 0 23 + 0 0 0+61 1 + 0 0 1 + 5 0 2+00 2+50 3+00 3+50 4+00 4 + 5 0 4 + 8 8 65 70 75 80 85 90 65 70 75 80 85 90 95 75 75 8 0 6 0 6 0 P A N T H E R C R E E K ℄ P A N T H E R C R E E K B-1 B-2 TA L B O T R O A D S O U T H 0+ 0 0 0 + 5 0 1 + 0 0 1 + 5 0 2+00 2+50 3+00 3+50 4+00 4 + 5 0 5 + 0 0 5+ 5 0 5 + 9 5 0+61 1 + 0 0 1 + 5 0 2+00 2+50 3+00 3+50 4+00 4 + 5 0 4 + 8 8 0 + 6 1 0+ 0 0 0 + 5 0 4 + 8 5 5 + 0 0 5 + 5 0 5 + 6 8 EXISTING THALWEG EXISTING THALWEG PROPOSED THALWEG (SEE SHEET ST-3 FOR PROFILE AND SECTION) PROPOSED BRIDGE PROPOSED THALWEG ALIGNMENT (STA. 4+85.5) PROPOSED THALWEG ALIGNMENT (STA. 0+61.31) CONTRACTOR DESIGNED ACCESS ROUTE CONSTRUCT CHANNEL DOWNSTREAM OF EXISTING CULVERT, AND WETLAND RESTORATION, IN SINGLE CONTINUOUS EFFORT TO MINIMIZE DURATION OF WETLAND IMPACTS. IMPLEMENT TEMPORARY STREAM BYPASS (SEE SHEET ST-4). FILL SCOUR HOLE UP TO STREAMBED CHANNEL SUBGRADE WITH NATIVE SEDIMENT EXCAVATED FROM ELSEWHERE ON SITE. EXISTING THALWEG SEE BRIDGE PLANS FOR GRADING SLOPES ABOVE STREAM ZONE KTF/ECD SCY JC ---- 05/27/25 ST-2STREAM PLAN 62 32135 Pl o t t e d : 0 5 / 2 7 / 2 0 2 5 , 1 1 : 1 0 | s y i P: \ 0 \ 0 6 9 3 0 9 3 \ C A D \ 0 0 \ P a n t h e r C r e e k C u l v e r t R e p l a c e m e n t \ C u l v e r t R e p l a c e m e n t D e s i g n \ v 0 1 _ 1 0 _ P e r c e n t \ 0 6 9 3 0 9 3 0 0 _ S h t 2 _ S T - 2 [ S t r e a m P l a n ] . d w g NO.DATE BY ISSUE / DESCRIPTION PREPARED FOR:DRAWING NUMBER: SHEET: OF DESIGNED BY: DRAWN BY: APPROVED BY: DATE: REVISION NO.: DR A F T S U B M I T T A L - N O T F O R C O N S T R U C T I O N PRE L I M I N A R Y PANTHER CREEK AT TALBOT ROAD S. CULVERT REPLACEMENT PROJECT RENTON, WASHINGTON SCALE IN FEET 0 20 40 N SOURCE(S): ·SURVEY FROM KPFF, DATED 7/14/2023. COORDINATE SYSTEM: WASHINGTON STATE PLANE, NORTH ZONE, NAD83, US FOOT. WETL OHW LEGEND (EXISTING) U P T S G TC OH P W LEGEND (PROPOSED) B-1PARCEL PROPERTY LINE CULVERT ORDINARY HIGH WATER LINE WETLAND LINE PANTHER CREEK THALWEG ALIGNMENT EXISTING MAJOR (5-FT) CONTOUR LINE EXISTING MINOR (1-FT) CONTOUR LINE UNDERGROUND POWER OVERHEAD UTILITIES UNDERGROUND TELECOMMUNICATIONS WATER LINE GAS LINE SANITARY SEWER MAINTENANCE HOLE POWER POLE TELECOMMUNICATIONS POLE UTILITY POLE TREE CONIFER TREE DECIDUOUS PANTHER CREEK THALWEG ALIGNMENT BORING BY GEOENGINEERS, INC., 2023 PROPOSED MAJOR (5-FT) CONTOUR LINE PROPOSED MINOR (1-FT) CONTOUR LINE EL E V A T I O N ( F E E T ) EL E V A T I O N ( F E E T ) STATION (FEET) 40 50 60 70 80 90 100 110 40 50 60 70 80 90 100 110 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 MATCH TO EXISTING GRADE STA. 0+61.3' ELEV. 56.3' MATCH TO EXISTING GRADE STA. 4+87.9' ELEV. 75.7' EXISTING GROUND SURFACE PROPOSED THALWEG (SEE NOTE 1) REMOVE EXISTING 36" CMP CULVERTEXISTING PANTHER CREEK THALWEG 428.4' TALBOT ROAD S. CL STREAMBED MATERIAL (NATIVE MATERIAL MAY BE ACCEPTABLE, TBD DURING CONSTRUCTION. STREAM ZONE 18.0' 9.4' EL E V A T I O N ( F E E T ) EL E V A T I O N ( F E E T ) OFFSET (FEET) 55 60 65 70 75 80 85 55 60 65 70 75 80 85 0 5 10 15 200-5-10-15-20 1 1 1 1 VARIES 2: 1 2:110:1 10:1 VARIES 2:1 2: 1 EXISTING GROUND SURFACE PROPOSED GRADE, SEE BRIDGE PLANS FOR GRADING SLOPES ABOVE STREAM ZONE MATCH TO EXISTING GRADE MATCH TO EXISTING GRADE TOPSOIL AND NATIVE PLANTING ON FLOODPLAIN BENCHES 0.5' 0.95' FILL: TYPICALLY CLAYEY TO SILTY FINE SAND WITH GRAVEL (VARIABLE, LOOSE) POSSIBLE ZONE OF RENTON FORMATION BEDROCK (INFERRED FROM GEOTECHNICAL BORINGS). SEE NOTE 3. POSSIBLE ZONE OF VERY DENSE GLACIAL TILL (INFERRED FROM GEOTECHNICAL BORINGS). SEE NOTE 3. THALWEG: IE: 66.72 FT PRELIMINARY ESTIMATE OF SCOUR DEPTH (3 FT) STREAMBED CHANNEL SUBGRADE KTF/ECD SCY JC ---- 05/27/25 ST-3STREAM PROFILE AND SECTION 63 32135 Pl o t t e d : 0 5 / 2 7 / 2 0 2 5 , 1 1 : 1 0 | s y i P: \ 0 \ 0 6 9 3 0 9 3 \ C A D \ 0 0 \ P a n t h e r C r e e k C u l v e r t R e p l a c e m e n t \ C u l v e r t R e p l a c e m e n t D e s i g n \ v 0 1 _ 1 0 _ P e r c e n t \ 0 6 9 3 0 9 3 0 0 _ S h t 3 _ S T - 3 [ S t r e a m P r o f i l e a n d S e c t i o n ] . d w g NO.DATE BY ISSUE / DESCRIPTION PREPARED FOR:DRAWING NUMBER: SHEET: OF DESIGNED BY: DRAWN BY: APPROVED BY: DATE: REVISION NO.: DR A F T S U B M I T T A L - N O T F O R C O N S T R U C T I O N PRE L I M I N A R Y PANTHER CREEK AT TALBOT ROAD S. CULVERT REPLACEMENT PROJECT RENTON, WASHINGTON SCALE IN FEET 0 20 40 TYPICAL CREEK SECTION VERTICAL EXAGGERATION: 2X DATUM: NAVD88. NOTES: 1.CREEK THALWEG WILL HAVE VERTICAL UNDULATIONS TO CREATE POOL/RIFFLE HABITAT ZONES. 2.RENTON FORMATION BEDROCK MAY BE PRESENT. TBD DURING CONSTRUCTION. PROPOSED STREAMBED SUBSTRATE WILL BE MIX OF FINES, SAND, GRAVEL, AND COBBLES SIMILAR TO EXISTING REFERENCE REACH NATIVE MATERIAL EXPOSED BY EXCAVATION OF ROAD EMBANKMENT MAY BE RETAINED IN PLACE IF SUITABLE. 3.THE SUBSURFACE CONDITIONS SHOWN ARE BASED ON INTERPOLATION BETWEEN WIDELY SPACED EXPLORATIONS AND SHOULD BE CONSIDERED APPROXIMATE; ACTUAL SUBSURFACE CONDITIONS MAY VARY FROM THOSE SHOWN. 4.EXISTING UTILITIES NOT SHOWN. PROFILE VIEW SCALE IN FEET 0 5 10 W UP P T P P P T LT LT X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC P P P P OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH X X X X X X X X XX X X X X O H W O H W O H W O H W O H W O H W O H W O H W OH WOHW OHW OHW O H W O H W OH W OHW O H W O H W O H W O H W OHW O H W OHW X X P P P TC TC TC P P OH OH TC TC TC OH OHOH P O H W O H W OHW OH W O H W OHWOHW O H W O H W O H W O H W O H W O H W O H W O H W O H W OHW OH W OHW OH W OH W OHW OHW OHW OH OH SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSMH #1 RIM = 99.38 IE 18" CONC (N) = 87.45 IE 18" CONC (S) = 89.16 IE 8" CONC (E) = 88.64 IE 8" CONC (W) = 88.60 8" TO 6" ADAPTER WEST OF SSMH SS SS SS SS SS P TPN 3123059065 3901 TALBOT RD S. PUBLIC HOSPITAL DISTRICT #1 TPN 3023059034 3401 TALBOT RD S. PUBLIC HOSPITAL DISTRICT #1 TPN 3023059111 350 S 38TH CT. BROLIN - VALLEY VIEW LLC TPN 3023059054 N2B2 PROPERTIES LLC 3721 TALBOT RD S. TPN 8558600185 VERLA M BATES 501 S 38TH CT. TPN 8558600190 JAMES V BALISE 507 S 38TH CT. TPN 8558600195 REBECCA HILL 515 S 38TH CT. TPN 8558600200 DANIEL HELDELE & KIMBE OLALIA 521 S 38TH CT. TPN 3123059026 TALBOT SPRING LLC 17600 TALBOT RD S. 80 85 90 95 7575 80 80 85 8 5 90 95 75 75 80 80 85 90 95 6 5 7 0 75 75 80 80 85 85 90 90 95 95 65 70 75 80 85 90 95 75 80 85 90 95 75 80 80 6 0 6 5 70 7 5 8 0 85 90 95 WETL WETL WETL W E T L WETL WETL S 21 + 0 0 22 + 0 0 23 + 0 0 0+61 1 + 0 0 1 + 5 0 2+00 2+50 3+00 3+50 4+00 4 + 5 0 4 + 8 8 65 70 75 80 85 90 65 70 75 80 85 90 95 75 75 8 0 6 0 6 0 P A N T H E R C R E E K ℄ P A N T H E R C R E E K B-1 B-2 TA L B O T R O A D S O U T H 0+61 1 + 0 0 1 + 5 0 2+00 2+50 3+00 3+50 4+00 4 + 5 0 4 + 8 8 0 + 6 1 0+ 0 0 0 + 5 0 4 + 8 5 5 + 0 0 5 + 5 0 5 + 6 8 EXISTING THALWEG EXISTING THALWEG PROPOSED THALWEG (SEE SHEET ST-3 FOR PROFILE AND SECTION) PROPOSED BRIDGE PROPOSED THALWEG ALIGNMENT (STA. 4+85.5) PROPOSED THALWEG ALIGNMENT (STA. 0+61.31) CONTRACTOR DESIGNED TEMPORARY STREAM BYPASS. INSTALL BELOW EXISTING STA 5+50. BYPASS FLOW DIFFUSER OR OTHER EROSION CONTROL MEASURES AS DESIGNED BY CONTRACTOR. MAINTAIN BYPASS DISCHARGE UPSTREAM OF WETLAND AREA TO THE MAXIMUM EXTENT POSSIBLE EXCEPT WITH ACTIVELY CONSTRUCTING CHANNEL DOWNSTREAM OF EXISTING CULVERT. IF BYPASS HAS PIPE OVER ROADWAY, PROVIDE STEEL PLATES WITH SLOPE LESS THAN 20:1, MINIMUM 12 FT WIDE FOR SINGLE LANE TRAFFIC AND 24 FT WIDE FOR DOUBLE LANE TRAFFIC, SUITABLE FOR HEAVY TRUCK TRAFFIC AND FIRE TRUCKS. KTF/ECD SCY JC ---- 05/27/25 ST-4TEMPORARY STREAM BYPASS PLAN 64 32135 Pl o t t e d : 0 5 / 2 7 / 2 0 2 5 , 1 1 : 1 0 | s y i P: \ 0 \ 0 6 9 3 0 9 3 \ C A D \ 0 0 \ P a n t h e r C r e e k C u l v e r t R e p l a c e m e n t \ C u l v e r t R e p l a c e m e n t D e s i g n \ v 0 1 _ 1 0 _ P e r c e n t \ 0 6 9 3 0 9 3 0 0 _ S h t 4 _ S T - 4 [ T e m p o r a r y S t r e a m B y p a s s P l a n ] . d w g NO.DATE BY ISSUE / DESCRIPTION PREPARED FOR:DRAWING NUMBER: SHEET: OF DESIGNED BY: DRAWN BY: APPROVED BY: DATE: REVISION NO.: DR A F T S U B M I T T A L - N O T F O R C O N S T R U C T I O N PRE L I M I N A R Y PANTHER CREEK AT TALBOT ROAD S. CULVERT REPLACEMENT PROJECT RENTON, WASHINGTON SCALE IN FEET 0 20 40 N SOURCE(S): ·SURVEY FROM KPFF, DATED 7/14/2023. COORDINATE SYSTEM: WASHINGTON STATE PLANE, NORTH ZONE, NAD83, US FOOT. WETL OHW LEGEND (EXISTING) U P T S G TC OH P W LEGEND (PROPOSED) B-1PARCEL PROPERTY LINE CULVERT ORDINARY HIGH WATER LINE WETLAND LINE PANTHER CREEK THALWEG ALIGNMENT EXISTING MAJOR (5-FT) CONTOUR LINE EXISTING MINOR (1-FT) CONTOUR LINE UNDERGROUND POWER OVERHEAD UTILITIES UNDERGROUND TELECOMMUNICATIONS WATER LINE GAS LINE SANITARY SEWER MAINTENANCE HOLE POWER POLE TELECOMMUNICATIONS POLE UTILITY POLE TREE CONIFER TREE DECIDUOUS PANTHER CREEK THALWEG ALIGNMENT BORING BY GEOENGINEERS, INC., 2023 PROPOSED MAJOR (5-FT) CONTOUR LINE PROPOSED MINOR (1-FT) CONTOUR LINE F L O W RACKING MATERIAL (15 PIECES TOTAL) FLOW PLAN FLOW PLAN APPROXIMATELY 40° FROM CHANNEL CL APPROXIMATELY 60° BETWEEN LOGS SCALE: 2 ST-2 TYPICAL CHANNEL SPANNING LOG DETAIL NOT TO SCALE 1. INSTALL TYPE C LOG WITH THE ORIENTATION SHOWN. THE BOTTOM ELEVATION OF EMBEDDED END SHOULD BE 1-FT BELOW THE THALWEG ELEVATION. COVER THE EMBEDDED END WITH STREAMBED MATERIAL. 2. PLACE TYPE A LOG SUCH THAT IT CROSSES THE TYPE C LOG BELOW, MAKING GOOD CONTACT WITH IT, AT OR IMMEDIATELY BEHIND THE TOP OF BANK. THE STEM END SHOULD BE EMBEDDED IN THE OPPOSITE BANK SUCH THAT IT IS COMPLETELY BURIED STARTING AT THE TOP OF BANK ELEVATION AND THE BOTTOM OF THE STEM END OF THE LOG IS 1-FOOT BELOW THE THALWEG ELEVATION. 4. PLACE A 1.5-FT DIAMETER BOULDER BEHIND AND IN CONTACT WITH BOTH LOGS AS SHOWN. 5. PLACE A 2-FT DIAMETER BOULDER IN CONTACT WITH BOTH LOGS AS SHOWN. CHANNEL TOP-OF-BANK CHANNEL TOE-OF-BANK CHANNEL TOP-OF-BANK CHANNEL TOE-OF-BANK 3.COVER BOLE END OF TYPE A LOG WITH STREAMBED MATERIAL TO FINISHED GRADE AND PLACE A 2-FT DIAMETER BOULDER ATOP THIS END. LOG WITH ROOT WAD: 16-20 INCH DBH, 30 FT LONG. LOG: 8-12 INCH DIA. 30 FT LONG. SCALE: 1 ST-2 TYPICAL SWEEPER DETAIL PLAN NOT TO SCALE A-A' - TOP-OF-BANK TOE-OF-BANK BOULDER ANCHORS SCOUR HOLE EXTEND TREE TIPS TO 2/3 POOL WIDTH RACKING MATERIAL (6 PIECES TOTAL) BURIED PORTION OF TREES BURIED PORTION OF TREE SHOULD BE NEARLY PARALLEL TO UPSTREAM PORTION OF CREEK FLO W W/2 W/2 FL O W LOG WITH ROOT WAD: 6-8 INCH DIAMETER AT BREAST HEIGHT (DBH), 20 FT LONG, RETAIN BRANCHES ON TOP HALF, TIE UP BRANCHES WITH HEAVY JUTE TWINE, EXTEND TOP 1/3 INTO CHANNEL. SCALE: 3 ST-2 TYPICAL BANK ROOT WAD DETAIL PLAN NOT TO SCALE B-B' - TOP-OF-BANK TOE-OF-BANK LOG WITH ROOT WADS, 8-10" DBH, 15 FT LONG (TYP.) ANCHORS SCALE: A-A' ST-2 TYPICAL SWEEPER SECTION NOT TO SCALE STREAMBED MATERIAL (NATIVE MATERIAL MAY BE ACCEPTABLE, TBD DURING CONSTRUCTION. LOG WITH ROOT WAD: 6-8 INCH DIAMETER AT BREAST HEIGHT (DBH), 20 FT LONG, RETAIN BRANCHES ON TOP HALF, TIE UP BRANCHES WITH HEAVY JUTE TWINE, EXTEND TOP 1/3 INTO CHANNEL. SCALE: B-B' ST-2 TYPICAL BANK ROOT WAD SECTION NOT TO SCALE DBH LOG WITH ROOT WADS, 8-10" DBH, 15 FT LONG (TYP.) KTF/ECD SCY JC ---- 05/27/25 ST-5LARGE WOOD DETAILS 65 32135 Pl o t t e d : 0 5 / 2 7 / 2 0 2 5 , 1 1 : 1 1 | s y i P: \ 0 \ 0 6 9 3 0 9 3 \ C A D \ 0 0 \ P a n t h e r C r e e k C u l v e r t R e p l a c e m e n t \ C u l v e r t R e p l a c e m e n t D e s i g n \ v 0 1 _ 1 0 _ P e r c e n t \ 0 6 9 3 0 9 3 0 0 _ S h t 5 _ S T - 5 [ L a r g e W o o d D e t a i l s ] . d w g NO.DATE BY ISSUE / DESCRIPTION PREPARED FOR:DRAWING NUMBER: SHEET: OF DESIGNED BY: DRAWN BY: APPROVED BY: DATE: REVISION NO.: DR A F T S U B M I T T A L - N O T F O R C O N S T R U C T I O N PRE L I M I N A R Y PANTHER CREEK AT TALBOT ROAD S. CULVERT REPLACEMENT PROJECT RENTON, WASHINGTON W UP P T P P P T LT LT X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC P P P P OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH X X X X X X X X XX X X X X O H W O H W O H W O H W O H W O H W O H W O H W OH WOHW OHW OHW O H W O H W OH W OHW O H W O H W O H W O H W OHW O H W OHW X X P P P TC TC TC P P OH OH TC TC TC OH OHOH P O H W O H W OHW OH W O H W OHWOHW O H W O H W O H W O H W O H W O H W O H W O H W O H W OHW OH W OHW OH W OH W OHW OHW OHW OH OH SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSMH #1 RIM = 99.38 IE 18" CONC (N) = 87.45 IE 18" CONC (S) = 89.16 IE 8" CONC (E) = 88.64 IE 8" CONC (W) = 88.60 8" TO 6" ADAPTER WEST OF SSMH SS SS SS SS SS P TPN 3123059065 3901 TALBOT RD S. PUBLIC HOSPITAL DISTRICT #1 TPN 3023059034 3401 TALBOT RD S. PUBLIC HOSPITAL DISTRICT #1 TPN 3023059111 350 S 38TH CT. BROLIN - VALLEY VIEW LLC TPN 3023059054 N2B2 PROPERTIES LLC 3721 TALBOT RD S. TPN 8558600185 VERLA M BATES 501 S 38TH CT. TPN 8558600190 JAMES V BALISE 507 S 38TH CT. TPN 8558600195 REBECCA HILL 515 S 38TH CT. TPN 8558600200 DANIEL HELDELE & KIMBE OLALIA 521 S 38TH CT. TPN 3123059026 TALBOT SPRING LLC 17600 TALBOT RD S. 80 85 90 95 7575 80 80 85 8 5 90 95 75 75 80 80 85 90 95 6 5 7 0 75 75 80 80 85 85 90 90 95 95 65 70 75 80 85 90 95 75 80 85 90 95 75 80 80 6 0 6 5 70 7 5 8 0 85 90 95 WETL WETL WETL W E T L WETL WETL S 21 + 0 0 22 + 0 0 23 + 0 0 0+61 1 + 0 0 1 + 5 0 2+00 2+50 3+00 3+50 4+00 4 + 5 0 4 + 8 8 65 70 75 80 85 90 65 70 75 80 85 90 95 75 75 8 0 6 0 6 0 0 + 6 1 0+ 0 0 0 + 5 0 4 + 8 5 5 + 0 0 5 + 5 0 5 + 6 8 0+61 1 + 0 0 1 + 5 0 2+00 2+50 3+00 3+50 4+00 4 + 5 0 4 + 8 8 P A N T H E R C R E E K ℄ P A N T H E R C R E E K TA L B O T R O A D S O U T H EXISTING THALWEG EXISTING THALWEG PROPOSED THALWEG (SEE SHEET ST-3 FOR PROFILE AND SECTION) PROPOSED BRIDGE PROPOSED THALWEG ALIGNMENT (STA. 4+85.5) PROPOSED THALWEG ALIGNMENT (STA. 0+61.31) BANKFULL CHANNEL BASE OF 2:1 SLOPE KTF/ECD SCY JC ---- 05/27/25 LS-1LANDSCAPE RESTORATION PLAN 66 32135 Pl o t t e d : 0 5 / 2 7 / 2 0 2 5 , 1 1 : 1 1 | s y i P: \ 0 \ 0 6 9 3 0 9 3 \ C A D \ 0 0 \ P a n t h e r C r e e k C u l v e r t R e p l a c e m e n t \ C u l v e r t R e p l a c e m e n t D e s i g n \ v 0 1 _ 1 0 _ P e r c e n t \ 0 6 9 3 0 9 3 0 0 _ S h t 6 _ L S - 1 [ L a n d s c a p e R e s t o r a t i o n P l a n ] . d w g NO.DATE BY ISSUE / DESCRIPTION PREPARED FOR:DRAWING NUMBER: SHEET: OF DESIGNED BY: DRAWN BY: APPROVED BY: DATE: REVISION NO.: DR A F T S U B M I T T A L - N O T F O R C O N S T R U C T I O N PRE L I M I N A R Y PANTHER CREEK AT TALBOT ROAD S. CULVERT REPLACEMENT PROJECT RENTON, WASHINGTON SCALE IN FEET 0 20 40 N SOURCE(S): ·SURVEY FROM KPFF, DATED 7/14/2023. COORDINATE SYSTEM: WASHINGTON STATE PLANE, NORTH ZONE, NAD83, US FOOT. WETL OHW LEGEND (EXISTING) U P T S G TC OH P W PROPOSED PLANT COMMUNITIES PARCEL PROPERTY LINE CULVERT ORDINARY HIGH WATER LINE WETLAND LINE PANTHER CREEK THALWEG ALIGNMENT EXISTING MAJOR (5-FT) CONTOUR LINE EXISTING MINOR (1-FT) CONTOUR LINE UNDERGROUND POWER OVERHEAD UTILITIES UNDERGROUND TELECOMMUNICATIONS WATER LINE GAS LINE SANITARY SEWER MAINTENANCE HOLE POWER POLE TELECOMMUNICATIONS POLE UTILITY POLE TREE CONIFER TREE DECIDUOUS RIPARIAN FRINGE (3,625 SQ. FT.) WETLAND (1,443 SQ. FT.) NATIVE FOREST (13,692 SQ. FT.) LEGEND (PROPOSED) PANTHER CREEK THALWEG ALIGNMENT PROPOSED MAJOR (5-FT) CONTOUR LINE PROPOSED MINOR (1-FT) CONTOUR LINE Riparian Fringe Common Name Scientific Name Quantity Pacific Willow (stakes)Salix lucida 452 Sitka Willow (stakes)Salix sitchensis 452 Salmonberry Rubus spectabilis 99 Pacific Nine Bark Physocarpus captatus 66 Thimbleberry Rubus parviflorus 61 NatiYe Forest Common Name Scientific Name Quantity Big Leaf Maple Acer macrophyllum 16 Douglas Fir Pseudotsuga menziesii 16 Western Red Cedar Thuja plicata 16 Cascara Frangula purshiana 14 Vine Maple Acer circinatum 63 Osoberry Oemleria cerasiformis 63 Low Oregon Grape Mahonia nervosa 63 Salal Gaultheria shallon 65 Snowberry Symphoricarpos albus 65 Sword Fern Pulysteichum munitum 2855 Bracken Fern Pteridium aquilinum 2848 Wetland Common Name Scientific Name Quantity Pacific Nine Bark Physocarpus captatus 12 Hardhack Spiraea douglasii 11 Rice Cutgrass Leersia oryzoides 473 Red Fescue Festuca rubra 473 Small-fruited Bulrush Scirpus microcarpus 474 PLAN ELEVATION PANTHER CREEK CULVERT REPLACEMENT CITY OF RENTON 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 10 % D E S I G N - N O T F O R C O N S T R U C T I O N City of Renton 1055 S. Grady Way Renton, WA 98057 (425) 430-6400 Know what's below before you digCall R S01BRIDGE PLAN AND ELEVATION - FOUNDATION PLAN PANTHER CREEK CULVERT REPLACEMENT CITY OF RENTON 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 10 % D E S I G N - N O T F O R C O N S T R U C T I O N City of Renton 1055 S. Grady Way Renton, WA 98057 (425) 430-6400 Know what's below before you digCall R S02FOUNDATION PLAN - PANTHER CREEK CULVERT REPLACEMENT CITY OF RENTON 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 10 % D E S I G N - N O T F O R C O N S T R U C T I O N City of Renton 1055 S. Grady Way Renton, WA 98057 (425) 430-6400 Know what's below before you digCall R S03TYPICAL SECTION - PANTHER CREEK CULVERT REPLACEMENT CITY OF RENTON 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 10 % D E S I G N - N O T F O R C O N S T R U C T I O N City of Renton 1055 S. Grady Way Renton, WA 98057 (425) 430-6400 Know what's below before you digCall R PANTHER CREEK CULVERT REPLACEMENT DETOUR PLAN TC01 PA N T H E R C R E E K MI L L R D