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Home My WebLink AboutD-22640A2 IL 00 00 I- co CD C Q_ E 0 16' -0" CHANNEL BOTTOM TRANSITION, 10' WIDE CULVERT, U/S & D S 12' -0" (TYP ALL EXCEPT 8' -0" CHANNEL BOTTOM TRANSITION CROSSING #2A 8' -0" LG) 6'WIDE, U/S & D/S 45' TYP U/S & D/S 45' TYP U/S & /S CHANNEL SECTION PER SHEETS 3 -6, TYP. -I 11' -4" MIN ROAD SURFACE WIDTH 4" 10,: (7' -4" CROSSING #2A ONLY) C 1 ROADWAY & D- z a BOX CULVERT " a rn - a TONGUE & GROOVE JOINT, GROUT INTO PLACE FLOW i a a a 4 I- 1I1 =1I I =1 I1 =1 I1. `� � L -I 11 =1 i 1= COMPACTED SUBGRADE 4' -0" LENGTH 8' -0" STD. LENGTH 40T REQUIRED 0 CROSSING #2A) A - A TYPICAL LONGITUDINAL SECTION 0 2' 1,I 1 I 1/2" = 1' -0„ Swp_.27. 22,601 I SLOPE UP OR DOWN AS (PRECAST CONCRETE, BOX CULVERT) Y REQ'D (4% MAX) TO MATCH T.O. 4" MIN CRUSHED ROCK;, EXTEND OUT PRECAST CONCRETE CURB; STD LENGTH CULVERT TYP; SEE NOTE 2 TO LIMITS OF ROCK WALLS TYP 10' X 5' A PAVING LIMITS UNDER THIS CONTRACT 1310232.40 EXISTING GROUND 6'; EXTEND PAST ° O VARIES; SEE PLAN/ BACKFILL W/ CRUSHED I f !_ 1' -0" EXTENT OF ASPHALT PROFILE SHEET 3 ROCK AFTER PAVING rt BOX CULVERT/ } SURFACING, TYP 1310234.45 ENDS OF ROCK WALLS BEVELED EDGE TYP f 4`� SURFACING � E -4% MAX. s - -= 6' -0" l B'- B (12' LENGTH) S TYPICAL 6' X V BOX CULVERT 1. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF NOTE: INFORMATION TO BE SAME AS SECTION F -F ABOVE B C \\ o Q 0 2A d. ° o` ° MAINTAIN CHANNEL 00. o.0. o DEPTH THRU BOX CULVERT /CROSSING I o -o° �I 0. o TEMPORARY EXCAVATION COMPACTED EXCAVATED oo B� :J SLOPE; SEE GRANULAR MATERIAL OR o IMPORTED GRANULAR "' .a 0 00 f NOTE 1; TYP I ALL SIDES 0. BACKFILL, TYP. 0-00 FOR BOX CULVERT I.E.'S 0� 4 SEE SHEET 3 AREA, RESTORE PER PLAN --------- A - ROCK TO MATCH EXISTING GROUND -1' -0" MIN DEPTH OF TYP_ 175306.03 STREAMBED GRAVEL ---- - - - - -i -- - - - - -- . 10' -0° COMPACTED.. 1311044.30 • - - - - - -- - -- - - - - -- PT B FLOW B - B MAPLEWOOD CREEK FISH CHANNEL PROJECT i PT A B B SLOPE UP OR 'DOWN AS 1311049.65 5 PRECAST CONCRETE BOX. PRECAST CONCRETE BOX A. CULVERT , '. 1O'W X', (5'H OR 4'H) CULVERT, 6'W X 4'H X CULVERT TYP; SEE NOTE 2 X.12'. LG SHOWN THIS HALF (8' 12' LG SHOWN THIS HALF (12' LENGTH) LG CROSSING #2A NOT SHOWN) TYPICAL CROSSING PLAN (PRECAST CONCRETE BOX CULVERT) (REF. SHEETS 3, 4 & 5 FOR LOCATIONS) SHEETS 4 OR 5 -A 6 6, 11' -4" MIN ROAD SURFACE WIDTH 4" 10,: (7' -4" CROSSING #2A ONLY) C 1 ROADWAY & D- z a BOX CULVERT " a rn - a TONGUE & GROOVE JOINT, GROUT INTO PLACE FLOW i a a a 4 I- 1I1 =1I I =1 I1 =1 I1. `� � L -I 11 =1 i 1= COMPACTED SUBGRADE 4' -0" LENGTH 8' -0" STD. LENGTH 40T REQUIRED 0 CROSSING #2A) A - A TYPICAL LONGITUDINAL SECTION 0 2' 1,I 1 I 1/2" = 1' -0„ Swp_.27. 22,601 I SLOPE UP OR DOWN AS (PRECAST CONCRETE, BOX CULVERT) CROSSING NO.* REQ'D (4% MAX) TO MATCH T.O. 4" MIN CRUSHED ROCK;, EXTEND OUT NORTHING CULVERT TYP; SEE NOTE 2 TO LIMITS OF ROCK WALLS TYP 10' X 5' A PAVING LIMITS UNDER THIS CONTRACT 1310232.40 EXISTING GROUND (12' LENGTH) ° O VARIES; SEE PLAN/ BACKFILL W/ CRUSHED I f !_ 1' -0" EXTENT OF ASPHALT PROFILE SHEET 3 ROCK AFTER PAVING rt BOX CULVERT/ } SURFACING, TYP 1310234.45 4" ACP ASPHALT CHANNEL / BEVELED EDGE TYP f 4`� SURFACING � E -4% MAX. s - -= 6' -0" l B'- B (12' LENGTH) S TYPICAL 6' X V BOX CULVERT 1. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF NOTE: INFORMATION TO BE SAME AS SECTION F -F ABOVE B �n7`r7 \\ o Q 0 2A d. ° o` ° MAINTAIN CHANNEL 00. o.0. o DEPTH THRU BOX CULVERT /CROSSING I o -o° �I 0. o TEMPORARY EXCAVATION COMPACTED EXCAVATED oo E :J SLOPE; SEE GRANULAR MATERIAL OR o IMPORTED GRANULAR "' .a 0 00 f NOTE 1; TYP I ALL SIDES 0. BACKFILL, TYP. 0-00 FOR BOX CULVERT I.E.'S 0� 4 SEE SHEET 3 AREA, RESTORE PER PLAN '�II� �I�I�Ia IE4i I di VARY DIAMETER OF - ROCK TO MATCH EXISTING GROUND -1' -0" MIN DEPTH OF TYP_ 175306.03 STREAMBED GRAVEL 4 6' X 4' 10' -0° COMPACTED.. 1311044.30 I SUBGRADE B - B MAPLEWOOD CREEK FISH CHANNEL PROJECT TYPICAL 10' X (5' OR V) .BOX CULVERT B SLOPE UP OR 'DOWN AS 1311049.65 5 REQ'D (4% MAX) TO MATCH T.O. A. 175484.36 CULVERT TYP; SEE NOTE 2 (12' LENGTH) EXISTING GROUND VARIES; SEE PLAN /PROFILE B SHEETS 4 OR 5 -A 1311239:56 PRECAST CONCRETE CURB; INSTALL W/ 3/4 "0 EPDXY ANCHORS DRILLED INTO CONCRETE BOX CULVERT OR W/ #6 BARS DRIVEN 18" MIN INTO GROUND & W/ NON - SHRINK GROUT IN HOLE THRU CURB STREAMBED GRAVEL UNDISTURBED GROUND CROSSING LOCATION SCHEDULE (PRECAST CONCRETE, BOX CULVERT) CROSSING NO.* BOX CULVERT SIZE POINT ** NORTHING EASTING 1 10' X 5' A 175426.12 1310232.40 S -4% MAX. i �•• (12' LENGTH) ° O 000 EXCEPT AS NOTED 0.0 I _I - o O o B 175429.77 1310234.45 2 10' X 4' A 175489.32 1310400.30 6' -0" l B'- B (12' LENGTH) APPROVED TYPICAL 6' X V BOX CULVERT 1. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF NOTE: INFORMATION TO BE SAME AS SECTION F -F ABOVE B 175491.17 1310406.00 2A 10' X 4' A 175385.48 1310682.67 (8' LENGTH) LIMIT OF AS REQ'D EXISTING GROUND ELEVATION VARIES 0 EACH VARIES VARIES FOR ROCK W W ALL B 175382.83 1310685.67 3 6' X 4' A 175303.32 1310909.12 AREA, RESTORE PER PLAN (12' LENGTH) VARY DIAMETER OF - ROCK TO MATCH EXISTING GROUND EXISTING UNDISTURBED GROUND B 175306.03 1310914.48 4 6' X 4' A 175394.56 1311044.30 PAY OMITS (12' LENGTH) MAPLEWOOD CREEK FISH CHANNEL PROJECT B 175397.28 1311049.65 5 6' X 4' A. 175484.36 1311237.53 (12' LENGTH) B 175496.19 1311239:56 * FOR CROSSING LOCATIONS SEE SHEETS 3 THRU 5. ** FOR LOCATION OF POINTS A AND B SEE TYPICAL CROSSING PLAN THIS SHEET. I \ BOX CULVERT/ -2a6sl a fj SCANNED NAR 3 0 2000 CHANNEL S- 4�-- ---- Z'z'�n,.�:�; • -; s�- S=45.1 MAX 3 6 FEET SCALE 0.1 I _ _ -- . �s20 26 4 I i I I S -4% MAX. i �•• 6 ° O 000 EXCEPT AS NOTED 0.0 I _I - o O o i J6 �\ ° _00. o0 / o -. o.o o Q o FOR BOX CULVERT I.CS 1 a - SEE SHEETS 4 & 5 2.' ° " 1 6' -0" l B'- B NOTES: APPROVED TYPICAL 6' X V BOX CULVERT 1. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF NOTE: INFORMATION TO BE SAME AS SECTION F -F ABOVE EXCAVATION CUT SLOPES AND TEMPORARY �. POsTL y OF wasq ?m�� FOR 10' BOX CULVERTS�UNLESS NOTED OTHERWISE SUPPORT SYSTEMS IN ACCORDANCE WITH ° o: GOVERNING REGULATIONS. CONSTRUCTION CF07EtT14E 2. TOP OF CULVERT ELEVATION RELATIVE TO LIMIT OF AS REQ'D EXISTING GROUND ELEVATION VARIES 0 EACH VARIES VARIES FOR ROCK W W ALL CROSSING. SEE SHEETS 3 THRU 5. CONTRACTOR EXCAVATION PLACEMENT TYP_ TO PROVIDE FINISH GRADE 0 4% MAX. SLOPE. ROCK WALL ' I MINIMIZE DISTURBED WARP TO FIT AS REQUIRED. 3 -MAN ROCKS, TYP. AREA, RESTORE PER PLAN VARY DIAMETER OF - ROCK TO MATCH EXISTING GROUND EXISTING UNDISTURBED GROUND a Vl r O d b � 8 N x a � � N r N z o n III N A x D -2a6sl a fj SCANNED NAR 3 0 2000 3 6 FEET SCALE 0.1 ;•P . �s20 26 4 I i I I 6 ° O COMPACTED GRANULAR EXCEPT AS NOTED BOX CULVERT i J6 BACKFILL I.E. VARIES; SEE PROFILE --�I 2.' ° " 1 EXCAVATE AS STEEPLY AS POSSIBLE, TYP. APPROVED � STREAMBED GRAVEL, ' o ROCKERY BACKFILL, TYP. �. POsTL y OF wasq ?m�� BY D�,.:,� DATE -6 -98 12" MIN. DEPTH �1. -� - ° o: 4 CONSTRUCTION CF07EtT14E LIMIT OF Few EXCAVATION CITY OF RENTON '.. �CHANNEL (REF 1.0' MIN ¢ .moo �E IST- �,� �w4 � ASTER $ DEPARTMENT OF PUBLIC WORKS 3.0 �SSIONAL PAY OMITS MAPLEWOOD CREEK FISH CHANNEL PROJECT ', EXPIRES 12 -21 -99 ' ' BOX CULVERT CROSSING DETAILS TYPICAL TRANSITION .UPSTREAM & COWNSTREAM. OF .BOX CULVERTS C C�.. FF��7Y - ,.DESIGNED: CMG /DEP DATE: 7/1/98 'FILE NAME: SHEET70 Engineers and $CIBntIStS .DRAWN: WNID SCALE:. A$ SNOWN FlEID Bellevue, Washington. CHECKED: DPT BOOK: PACE: TEL (425) 602 -4000 FAX: (425) 602 -4020 NO. REVISION BY APPR. DATE APPROVED: - SHEEP: 10 OF: 22 a Vl r O d b � 8 N x a � � N r N z o n III N A x D -2a6sl a fj SCANNED NAR 3 0 2000 =I a I , I ;•P . a Vl r O d b � 8 N x a � � N r N z o n III N A x D