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Home My WebLink AboutD-205703I i —EXCAVATE SEGMENT I TO NEW SHONE SLOPE AS 130 Ld ! FILL TO NEW SLOPE _. Ilj I WITH NATIVE MATERIAL UPSTREAM OF DAM 120 4 SE S HERtwa'1}1EiL Lr=ACAW.fj AS $u1L-I D¢AwIAb F6R A(,TaAa cREEx ELEVAmeg (ti Cral I MC STA 1+00 REINFORCED FILL AND CHANNEL SLOPr -- NAT\ OVER MC STA 2 +00 M �p�/ pp�p� MAp1 EYMCI V!"...e�! � PROF G 110 SCALE O 20 40 FEET I 1 I l HORIZONTAL• 1" - 20' GPAIE 0 5 10 FEET VERTICAL- 1' = 5' °a S m_ m n n ,. z tqq + 'd In W } Z +'Q +'Gp ce 17 pr d J j a F ^ F o� ¢ Z, F En t/ In cv a s r W Z :2 l2 OIdO 2OIL ZmJ , J _ EXISTING CON RETE', - �- . BASIN LINER... _ - - ECOLOGY BLO K WEER EX AVATE SEDIMENTATION BASIN 130 120 110 100 i .00 MC STA. 3+00 MC STA 4+00 MC STA. 5 +00 MC STA. 6 +00 SLOPE TO DRAIN, 5H:1V 6" PLANTING SOIL MAPLEWOOD CREEK ROOTED HYDROSEED ST AND PLANT EXISTING HYDROSEED AND PLANT ROOTED STOCK ABOVE RIPRAP GROUND 1 ROOTED STOCK, ABOVE 2' MIN. OVERLAP TYP. GEOGRID - MATCH EXIST. ACCESS ROAD EXISTING GROUND �� 2' 4' 4' - - - - - - 8't 11' 13't � 1 NATIVE STRUCTURAL FILL �� EL 134.0 1.1 2' MAX. COMPACTED STRUCTURAL _ TO. CONCRETE GRADE FILL TYP EACH LIFT - - 7*� - - - - 6° PLANING SOIL = EL. 132.0 LDERS INTO 1 - - - 1 O - iED GRADE 6" PLANTING SOIL BETWEEN 2,0' THICK RIPRAP W/ LIVE a�l EACH GEOGRID LIFT --' 1 STAKING VEGETATION (REUSE MIN. I.E. VARIES RIPRAP STOCKPILED FROM 1 EXISTING CHANNEL BANKS EXCAVATION LIMITS CHANNEL REGRADING) SHOWN (SEE SECTION D -D a, 1' PER CL PROFILE ( � AND MAPLEWOOD CREEK CL I rn GEOTEXILE FABRIC �/ MIN. PROFILE FOR CHANNEL g' TYp 2' THICK HEAVY EXCAVATION LIMITS LIVE CUTTINGS 10 BETWEEN GEOGRID LIFTS DUAL RM OF MAM D►l1J XISS CHANNEL SLOPE STABILIZATION GEOGRID TYP. - COMPACTED SUBGRADE \ ` MAPLEWOOD 73(N i - - - - - /iEfY 2 TO 3' DIA HYDROSEED AND PLANT 4' 4' TS BOULDERS INTO ROOTED STOCK, FINISHED GRADE, ABOVE GEOGRID FORM CONTINUOUS UIS z LINE EXISTING GROUND �1 i` NATIVE STRUCTURAL FILL SET TOP OF BOULDER 2' MAX. COMPACTED IMPORTED tw (OR LOG TO GRADE BACKFlLL TYP. EACH LIFT ,CL SHOWN ON MAPLEWOOD EAST BANK GRADE CREEK � PROFILE s BOUL -RS SIMPLAR BUT �j �j /i 6" PLANING SOIL BETWEEN OPPOSITE TO NEST BANK _ 6' MIN. ANCHORED LOG EACH GEOGRID LIFT T r V 807H ENDS GRADE CONTROL. FILL; vDlus WITH _ IL. LIMIT OF EXCAVATION SEE SPECIFICATIONS GEOTEXE FABRIC s LIVE CUTTINGS ' 1`m $ BETWEEN GEOGRID LIFTS J a (LOOKING DOWNSTREAM) SCALE 0 5 10 FEET CHANNEL SLOPE 3 r i I I STABILIZATION GEOGRID TYP. - 1" - 5' COMPACTED SUBGRADE y Swp�r�e�s•s7 �a LOOSE RIPRAP MOuIFlCATIONS) oc - DC i (TYPICAL CUT SECTION, SHEET 2) - - - - -- REMOVE AND STOCKPILE ---------------- - -' - -- -J EXISTING RIPRAP FOR REUSE ON WEST BANK NOTE: SEE SPECIFICATIONS FOR VEGETATION DESCRIPTIONS. OF CHANNEL REMOVE EXISTING CONCRETE C - C DAM (DIMENSIONS BELOW HYDROSEED AND PLANT GRADE ARE UNKNOWN) AND (SHEET 2) SLOPE TO DRAIN, 5H:1 V ROOTED STOCK ABOVE RIPRAP REPLACE WITH COMPACTED NATIVE FILL BELOW GRADE 6' PLANTING SOIL MAPLEWOOD CREEK AS SHOWN ON MAPLEWOOD NOTE: THE ABOVE DIMENSIONS FOR CONCRETE 12MIN. ' OVER TYP. CREEK G PROFILE DAM ARE APPROXIMATE AND MUST BE FIELD VERIFIED AS NECESSARY BY THE CONTRACTOR. 2' V 4' MATCH EXIST. ACCESS ROAD i OR APPROVAL SCALE 0 5 10 FEET FOR APPROVAL APPROVAL - - - - - -- i1 i i l p, BY D l9 -9L A-1 t 1 "5' 75 6' PLANING SOIL BY__.__ 1 1 NATIVE STRUCTURAL FILL PO BY i 2.0' THICK RIPRAP W/ LIVE I a A I�1 -W A 1 STAKING VEGETATION (REUSE E. VARIES RIPRAP STOCKPILED FROM NORTHWEST, INC. CITY OF RENTON 1' - - PER PROFILE CHANN0. REGRADING) A r MIN. Engineers and Scientists 2' THICK HEAVY \ — NATIVE STRUCTURAL FILL Bellevue, Washington 25�9Z �{ DEPARTMENT OF PUBLIC WORKS 6' TYP. 2333 -1307H AVE NE, SUITE 200 3' 4 LOOSE RIPRAP FAX- BEV.EVUE. � �MN e8BS AL MAPLEWOOD CREEK SEDIMENTATION BASIN W. — DF 1ELI (206) 8U -2455 RECONSTRUCTION AND IMPROVEMENT PROJECT (TYPICAL FILL SECTION, SHEET 2) EXPIRES 12 -21 -97 UPPER CHANNEL REGRADING SCALE 0 5 10 FEET DESIGNED: NTD /RSP HNW PA E: 7 -15 -96 FILE NAME: SHEET3 1 1 1 I I DRAWN: C.L.C. HNW 1" 5 A A$ • B U T E I LT NOS ADDED DW N 5•! 1 -% CHECKED: D.E.P, HNW SCALE: AS NOTED nELO a�ox: ancE: NOTE. SEE SPECIFICATIONS FOR VEGETATION DESCRIPTIONS. NO. REVISION BY APPR. DATE APPROVED: SHEET: 3 OF: 10 4-L 7 � tss C o d o � W roz ► 1 0 z 0 v U � v it SETS OF GRADE BOULDERS pw� / 41 z v / O 25' O.Q. S - O.OM FT/FT " S w m 4 F S ± ° wiF= 0 o W 1 AND SECTION. THIS SHEET L w a = a w w Z w= O DENOTES ANCHOR LOG ` —EXCAVATE SEGMENT I TO NEW SHONE SLOPE AS 130 Ld ! FILL TO NEW SLOPE _. Ilj I WITH NATIVE MATERIAL UPSTREAM OF DAM 120 4 SE S HERtwa'1}1EiL Lr=ACAW.fj AS $u1L-I D¢AwIAb F6R A(,TaAa cREEx ELEVAmeg (ti Cral I MC STA 1+00 REINFORCED FILL AND CHANNEL SLOPr -- NAT\ OVER MC STA 2 +00 M �p�/ pp�p� MAp1 EYMCI V!"...e�! � PROF G 110 SCALE O 20 40 FEET I 1 I l HORIZONTAL• 1" - 20' GPAIE 0 5 10 FEET VERTICAL- 1' = 5' °a S m_ m n n ,. z tqq + 'd In W } Z +'Q +'Gp ce 17 pr d J j a F ^ F o� ¢ Z, F En t/ In cv a s r W Z :2 l2 OIdO 2OIL ZmJ , J _ EXISTING CON RETE', - �- . BASIN LINER... _ - - ECOLOGY BLO K WEER EX AVATE SEDIMENTATION BASIN 130 120 110 100 i .00 MC STA. 3+00 MC STA 4+00 MC STA. 5 +00 MC STA. 6 +00 SLOPE TO DRAIN, 5H:1V 6" PLANTING SOIL MAPLEWOOD CREEK ROOTED HYDROSEED ST AND PLANT EXISTING HYDROSEED AND PLANT ROOTED STOCK ABOVE RIPRAP GROUND 1 ROOTED STOCK, ABOVE 2' MIN. OVERLAP TYP. GEOGRID - MATCH EXIST. ACCESS ROAD EXISTING GROUND �� 2' 4' 4' - - - - - - 8't 11' 13't � 1 NATIVE STRUCTURAL FILL �� EL 134.0 1.1 2' MAX. COMPACTED STRUCTURAL _ TO. CONCRETE GRADE FILL TYP EACH LIFT - - 7*� - - - - 6° PLANING SOIL = EL. 132.0 LDERS INTO 1 - - - 1 O - iED GRADE 6" PLANTING SOIL BETWEEN 2,0' THICK RIPRAP W/ LIVE a�l EACH GEOGRID LIFT --' 1 STAKING VEGETATION (REUSE MIN. I.E. VARIES RIPRAP STOCKPILED FROM 1 EXISTING CHANNEL BANKS EXCAVATION LIMITS CHANNEL REGRADING) SHOWN (SEE SECTION D -D a, 1' PER CL PROFILE ( � AND MAPLEWOOD CREEK CL I rn GEOTEXILE FABRIC �/ MIN. PROFILE FOR CHANNEL g' TYp 2' THICK HEAVY EXCAVATION LIMITS LIVE CUTTINGS 10 BETWEEN GEOGRID LIFTS DUAL RM OF MAM D►l1J XISS CHANNEL SLOPE STABILIZATION GEOGRID TYP. - COMPACTED SUBGRADE \ ` MAPLEWOOD 73(N i - - - - - /iEfY 2 TO 3' DIA HYDROSEED AND PLANT 4' 4' TS BOULDERS INTO ROOTED STOCK, FINISHED GRADE, ABOVE GEOGRID FORM CONTINUOUS UIS z LINE EXISTING GROUND �1 i` NATIVE STRUCTURAL FILL SET TOP OF BOULDER 2' MAX. COMPACTED IMPORTED tw (OR LOG TO GRADE BACKFlLL TYP. EACH LIFT ,CL SHOWN ON MAPLEWOOD EAST BANK GRADE CREEK � PROFILE s BOUL -RS SIMPLAR BUT �j �j /i 6" PLANING SOIL BETWEEN OPPOSITE TO NEST BANK _ 6' MIN. ANCHORED LOG EACH GEOGRID LIFT T r V 807H ENDS GRADE CONTROL. FILL; vDlus WITH _ IL. LIMIT OF EXCAVATION SEE SPECIFICATIONS GEOTEXE FABRIC s LIVE CUTTINGS ' 1`m $ BETWEEN GEOGRID LIFTS J a (LOOKING DOWNSTREAM) SCALE 0 5 10 FEET CHANNEL SLOPE 3 r i I I STABILIZATION GEOGRID TYP. - 1" - 5' COMPACTED SUBGRADE y Swp�r�e�s•s7 �a LOOSE RIPRAP MOuIFlCATIONS) oc - DC i (TYPICAL CUT SECTION, SHEET 2) - - - - -- REMOVE AND STOCKPILE ---------------- - -' - -- -J EXISTING RIPRAP FOR REUSE ON WEST BANK NOTE: SEE SPECIFICATIONS FOR VEGETATION DESCRIPTIONS. OF CHANNEL REMOVE EXISTING CONCRETE C - C DAM (DIMENSIONS BELOW HYDROSEED AND PLANT GRADE ARE UNKNOWN) AND (SHEET 2) SLOPE TO DRAIN, 5H:1 V ROOTED STOCK ABOVE RIPRAP REPLACE WITH COMPACTED NATIVE FILL BELOW GRADE 6' PLANTING SOIL MAPLEWOOD CREEK AS SHOWN ON MAPLEWOOD NOTE: THE ABOVE DIMENSIONS FOR CONCRETE 12MIN. ' OVER TYP. CREEK G PROFILE DAM ARE APPROXIMATE AND MUST BE FIELD VERIFIED AS NECESSARY BY THE CONTRACTOR. 2' V 4' MATCH EXIST. ACCESS ROAD i OR APPROVAL SCALE 0 5 10 FEET FOR APPROVAL APPROVAL - - - - - -- i1 i i l p, BY D l9 -9L A-1 t 1 "5' 75 6' PLANING SOIL BY__.__ 1 1 NATIVE STRUCTURAL FILL PO BY i 2.0' THICK RIPRAP W/ LIVE I a A I�1 -W A 1 STAKING VEGETATION (REUSE E. VARIES RIPRAP STOCKPILED FROM NORTHWEST, INC. CITY OF RENTON 1' - - PER PROFILE CHANN0. REGRADING) A r MIN. Engineers and Scientists 2' THICK HEAVY \ — NATIVE STRUCTURAL FILL Bellevue, Washington 25�9Z �{ DEPARTMENT OF PUBLIC WORKS 6' TYP. 2333 -1307H AVE NE, SUITE 200 3' 4 LOOSE RIPRAP FAX- BEV.EVUE. � �MN e8BS AL MAPLEWOOD CREEK SEDIMENTATION BASIN W. — DF 1ELI (206) 8U -2455 RECONSTRUCTION AND IMPROVEMENT PROJECT (TYPICAL FILL SECTION, SHEET 2) EXPIRES 12 -21 -97 UPPER CHANNEL REGRADING SCALE 0 5 10 FEET DESIGNED: NTD /RSP HNW PA E: 7 -15 -96 FILE NAME: SHEET3 1 1 1 I I DRAWN: C.L.C. HNW 1" 5 A A$ • B U T E I LT NOS ADDED DW N 5•! 1 -% CHECKED: D.E.P, HNW SCALE: AS NOTED nELO a�ox: ancE: NOTE. SEE SPECIFICATIONS FOR VEGETATION DESCRIPTIONS. NO. REVISION BY APPR. DATE APPROVED: SHEET: 3 OF: 10 4-L 7 � tss C o d o � W roz ► 1 0 z 0 v U � v J _ EXISTING CON RETE', - �- . BASIN LINER... _ - - ECOLOGY BLO K WEER EX AVATE SEDIMENTATION BASIN 130 120 110 100 i .00 MC STA. 3+00 MC STA 4+00 MC STA. 5 +00 MC STA. 6 +00 SLOPE TO DRAIN, 5H:1V 6" PLANTING SOIL MAPLEWOOD CREEK ROOTED HYDROSEED ST AND PLANT EXISTING HYDROSEED AND PLANT ROOTED STOCK ABOVE RIPRAP GROUND 1 ROOTED STOCK, ABOVE 2' MIN. OVERLAP TYP. GEOGRID - MATCH EXIST. ACCESS ROAD EXISTING GROUND �� 2' 4' 4' - - - - - - 8't 11' 13't � 1 NATIVE STRUCTURAL FILL �� EL 134.0 1.1 2' MAX. COMPACTED STRUCTURAL _ TO. CONCRETE GRADE FILL TYP EACH LIFT - - 7*� - - - - 6° PLANING SOIL = EL. 132.0 LDERS INTO 1 - - - 1 O - iED GRADE 6" PLANTING SOIL BETWEEN 2,0' THICK RIPRAP W/ LIVE a�l EACH GEOGRID LIFT --' 1 STAKING VEGETATION (REUSE MIN. I.E. VARIES RIPRAP STOCKPILED FROM 1 EXISTING CHANNEL BANKS EXCAVATION LIMITS CHANNEL REGRADING) SHOWN (SEE SECTION D -D a, 1' PER CL PROFILE ( � AND MAPLEWOOD CREEK CL I rn GEOTEXILE FABRIC �/ MIN. PROFILE FOR CHANNEL g' TYp 2' THICK HEAVY EXCAVATION LIMITS LIVE CUTTINGS 10 BETWEEN GEOGRID LIFTS DUAL RM OF MAM D►l1J XISS CHANNEL SLOPE STABILIZATION GEOGRID TYP. - COMPACTED SUBGRADE \ ` MAPLEWOOD 73(N i - - - - - /iEfY 2 TO 3' DIA HYDROSEED AND PLANT 4' 4' TS BOULDERS INTO ROOTED STOCK, FINISHED GRADE, ABOVE GEOGRID FORM CONTINUOUS UIS z LINE EXISTING GROUND �1 i` NATIVE STRUCTURAL FILL SET TOP OF BOULDER 2' MAX. COMPACTED IMPORTED tw (OR LOG TO GRADE BACKFlLL TYP. EACH LIFT ,CL SHOWN ON MAPLEWOOD EAST BANK GRADE CREEK � PROFILE s BOUL -RS SIMPLAR BUT �j �j /i 6" PLANING SOIL BETWEEN OPPOSITE TO NEST BANK _ 6' MIN. ANCHORED LOG EACH GEOGRID LIFT T r V 807H ENDS GRADE CONTROL. FILL; vDlus WITH _ IL. LIMIT OF EXCAVATION SEE SPECIFICATIONS GEOTEXE FABRIC s LIVE CUTTINGS ' 1`m $ BETWEEN GEOGRID LIFTS J a (LOOKING DOWNSTREAM) SCALE 0 5 10 FEET CHANNEL SLOPE 3 r i I I STABILIZATION GEOGRID TYP. - 1" - 5' COMPACTED SUBGRADE y Swp�r�e�s•s7 �a LOOSE RIPRAP MOuIFlCATIONS) oc - DC i (TYPICAL CUT SECTION, SHEET 2) - - - - -- REMOVE AND STOCKPILE ---------------- - -' - -- -J EXISTING RIPRAP FOR REUSE ON WEST BANK NOTE: SEE SPECIFICATIONS FOR VEGETATION DESCRIPTIONS. OF CHANNEL REMOVE EXISTING CONCRETE C - C DAM (DIMENSIONS BELOW HYDROSEED AND PLANT GRADE ARE UNKNOWN) AND (SHEET 2) SLOPE TO DRAIN, 5H:1 V ROOTED STOCK ABOVE RIPRAP REPLACE WITH COMPACTED NATIVE FILL BELOW GRADE 6' PLANTING SOIL MAPLEWOOD CREEK AS SHOWN ON MAPLEWOOD NOTE: THE ABOVE DIMENSIONS FOR CONCRETE 12MIN. ' OVER TYP. CREEK G PROFILE DAM ARE APPROXIMATE AND MUST BE FIELD VERIFIED AS NECESSARY BY THE CONTRACTOR. 2' V 4' MATCH EXIST. ACCESS ROAD i OR APPROVAL SCALE 0 5 10 FEET FOR APPROVAL APPROVAL - - - - - -- i1 i i l p, BY D l9 -9L A-1 t 1 "5' 75 6' PLANING SOIL BY__.__ 1 1 NATIVE STRUCTURAL FILL PO BY i 2.0' THICK RIPRAP W/ LIVE I a A I�1 -W A 1 STAKING VEGETATION (REUSE E. VARIES RIPRAP STOCKPILED FROM NORTHWEST, INC. CITY OF RENTON 1' - - PER PROFILE CHANN0. REGRADING) A r MIN. Engineers and Scientists 2' THICK HEAVY \ — NATIVE STRUCTURAL FILL Bellevue, Washington 25�9Z �{ DEPARTMENT OF PUBLIC WORKS 6' TYP. 2333 -1307H AVE NE, SUITE 200 3' 4 LOOSE RIPRAP FAX- BEV.EVUE. � �MN e8BS AL MAPLEWOOD CREEK SEDIMENTATION BASIN W. — DF 1ELI (206) 8U -2455 RECONSTRUCTION AND IMPROVEMENT PROJECT (TYPICAL FILL SECTION, SHEET 2) EXPIRES 12 -21 -97 UPPER CHANNEL REGRADING SCALE 0 5 10 FEET DESIGNED: NTD /RSP HNW PA E: 7 -15 -96 FILE NAME: SHEET3 1 1 1 I I DRAWN: C.L.C. HNW 1" 5 A A$ • B U T E I LT NOS ADDED DW N 5•! 1 -% CHECKED: D.E.P, HNW SCALE: AS NOTED nELO a�ox: ancE: NOTE. SEE SPECIFICATIONS FOR VEGETATION DESCRIPTIONS. NO. REVISION BY APPR. DATE APPROVED: SHEET: 3 OF: 10 4-L 7 � tss C o d o � W roz ► 1 0 z 0 v U � v LDERS INTO 1 - - - 1 O - iED GRADE 6" PLANTING SOIL BETWEEN 2,0' THICK RIPRAP W/ LIVE a�l EACH GEOGRID LIFT --' 1 STAKING VEGETATION (REUSE MIN. I.E. VARIES RIPRAP STOCKPILED FROM 1 EXISTING CHANNEL BANKS EXCAVATION LIMITS CHANNEL REGRADING) SHOWN (SEE SECTION D -D a, 1' PER CL PROFILE ( � AND MAPLEWOOD CREEK CL I rn GEOTEXILE FABRIC �/ MIN. PROFILE FOR CHANNEL g' TYp 2' THICK HEAVY EXCAVATION LIMITS LIVE CUTTINGS 10 BETWEEN GEOGRID LIFTS DUAL RM OF MAM D►l1J XISS CHANNEL SLOPE STABILIZATION GEOGRID TYP. - COMPACTED SUBGRADE \ ` MAPLEWOOD 73(N i - - - - - /iEfY 2 TO 3' DIA HYDROSEED AND PLANT 4' 4' TS BOULDERS INTO ROOTED STOCK, FINISHED GRADE, ABOVE GEOGRID FORM CONTINUOUS UIS z LINE EXISTING GROUND �1 i` NATIVE STRUCTURAL FILL SET TOP OF BOULDER 2' MAX. COMPACTED IMPORTED tw (OR LOG TO GRADE BACKFlLL TYP. EACH LIFT ,CL SHOWN ON MAPLEWOOD EAST BANK GRADE CREEK � PROFILE s BOUL -RS SIMPLAR BUT �j �j /i 6" PLANING SOIL BETWEEN OPPOSITE TO NEST BANK _ 6' MIN. ANCHORED LOG EACH GEOGRID LIFT T r V 807H ENDS GRADE CONTROL. FILL; vDlus WITH _ IL. LIMIT OF EXCAVATION SEE SPECIFICATIONS GEOTEXE FABRIC s LIVE CUTTINGS ' 1`m $ BETWEEN GEOGRID LIFTS J a (LOOKING DOWNSTREAM) SCALE 0 5 10 FEET CHANNEL SLOPE 3 r i I I STABILIZATION GEOGRID TYP. - 1" - 5' COMPACTED SUBGRADE y Swp�r�e�s•s7 �a LOOSE RIPRAP MOuIFlCATIONS) oc - DC i (TYPICAL CUT SECTION, SHEET 2) - - - - -- REMOVE AND STOCKPILE ---------------- - -' - -- -J EXISTING RIPRAP FOR REUSE ON WEST BANK NOTE: SEE SPECIFICATIONS FOR VEGETATION DESCRIPTIONS. OF CHANNEL REMOVE EXISTING CONCRETE C - C DAM (DIMENSIONS BELOW HYDROSEED AND PLANT GRADE ARE UNKNOWN) AND (SHEET 2) SLOPE TO DRAIN, 5H:1 V ROOTED STOCK ABOVE RIPRAP REPLACE WITH COMPACTED NATIVE FILL BELOW GRADE 6' PLANTING SOIL MAPLEWOOD CREEK AS SHOWN ON MAPLEWOOD NOTE: THE ABOVE DIMENSIONS FOR CONCRETE 12MIN. ' OVER TYP. CREEK G PROFILE DAM ARE APPROXIMATE AND MUST BE FIELD VERIFIED AS NECESSARY BY THE CONTRACTOR. 2' V 4' MATCH EXIST. ACCESS ROAD i OR APPROVAL SCALE 0 5 10 FEET FOR APPROVAL APPROVAL - - - - - -- i1 i i l p, BY D l9 -9L A-1 t 1 "5' 75 6' PLANING SOIL BY__.__ 1 1 NATIVE STRUCTURAL FILL PO BY i 2.0' THICK RIPRAP W/ LIVE I a A I�1 -W A 1 STAKING VEGETATION (REUSE E. VARIES RIPRAP STOCKPILED FROM NORTHWEST, INC. CITY OF RENTON 1' - - PER PROFILE CHANN0. REGRADING) A r MIN. Engineers and Scientists 2' THICK HEAVY \ — NATIVE STRUCTURAL FILL Bellevue, Washington 25�9Z �{ DEPARTMENT OF PUBLIC WORKS 6' TYP. 2333 -1307H AVE NE, SUITE 200 3' 4 LOOSE RIPRAP FAX- BEV.EVUE. � �MN e8BS AL MAPLEWOOD CREEK SEDIMENTATION BASIN W. — DF 1ELI (206) 8U -2455 RECONSTRUCTION AND IMPROVEMENT PROJECT (TYPICAL FILL SECTION, SHEET 2) EXPIRES 12 -21 -97 UPPER CHANNEL REGRADING SCALE 0 5 10 FEET DESIGNED: NTD /RSP HNW PA E: 7 -15 -96 FILE NAME: SHEET3 1 1 1 I I DRAWN: C.L.C. HNW 1" 5 A A$ • B U T E I LT NOS ADDED DW N 5•! 1 -% CHECKED: D.E.P, HNW SCALE: AS NOTED nELO a�ox: ancE: NOTE. SEE SPECIFICATIONS FOR VEGETATION DESCRIPTIONS. NO. REVISION BY APPR. DATE APPROVED: SHEET: 3 OF: 10 4-L 7 � tss C o d o � W roz ► 1 0 z 0 v U � v LIVE CUTTINGS 10 BETWEEN GEOGRID LIFTS DUAL RM OF MAM D►l1J XISS CHANNEL SLOPE STABILIZATION GEOGRID TYP. - COMPACTED SUBGRADE \ ` MAPLEWOOD 73(N i - - - - - /iEfY 2 TO 3' DIA HYDROSEED AND PLANT 4' 4' TS BOULDERS INTO ROOTED STOCK, FINISHED GRADE, ABOVE GEOGRID FORM CONTINUOUS UIS z LINE EXISTING GROUND �1 i` NATIVE STRUCTURAL FILL SET TOP OF BOULDER 2' MAX. COMPACTED IMPORTED tw (OR LOG TO GRADE BACKFlLL TYP. EACH LIFT ,CL SHOWN ON MAPLEWOOD EAST BANK GRADE CREEK � PROFILE s BOUL -RS SIMPLAR BUT �j �j /i 6" PLANING SOIL BETWEEN OPPOSITE TO NEST BANK _ 6' MIN. ANCHORED LOG EACH GEOGRID LIFT T r V 807H ENDS GRADE CONTROL. FILL; vDlus WITH _ IL. LIMIT OF EXCAVATION SEE SPECIFICATIONS GEOTEXE FABRIC s LIVE CUTTINGS ' 1`m $ BETWEEN GEOGRID LIFTS J a (LOOKING DOWNSTREAM) SCALE 0 5 10 FEET CHANNEL SLOPE 3 r i I I STABILIZATION GEOGRID TYP. - 1" - 5' COMPACTED SUBGRADE y Swp�r�e�s•s7 �a LOOSE RIPRAP MOuIFlCATIONS) oc - DC i (TYPICAL CUT SECTION, SHEET 2) - - - - -- REMOVE AND STOCKPILE ---------------- - -' - -- -J EXISTING RIPRAP FOR REUSE ON WEST BANK NOTE: SEE SPECIFICATIONS FOR VEGETATION DESCRIPTIONS. OF CHANNEL REMOVE EXISTING CONCRETE C - C DAM (DIMENSIONS BELOW HYDROSEED AND PLANT GRADE ARE UNKNOWN) AND (SHEET 2) SLOPE TO DRAIN, 5H:1 V ROOTED STOCK ABOVE RIPRAP REPLACE WITH COMPACTED NATIVE FILL BELOW GRADE 6' PLANTING SOIL MAPLEWOOD CREEK AS SHOWN ON MAPLEWOOD NOTE: THE ABOVE DIMENSIONS FOR CONCRETE 12MIN. ' OVER TYP. CREEK G PROFILE DAM ARE APPROXIMATE AND MUST BE FIELD VERIFIED AS NECESSARY BY THE CONTRACTOR. 2' V 4' MATCH EXIST. ACCESS ROAD i OR APPROVAL SCALE 0 5 10 FEET FOR APPROVAL APPROVAL - - - - - -- i1 i i l p, BY D l9 -9L A-1 t 1 "5' 75 6' PLANING SOIL BY__.__ 1 1 NATIVE STRUCTURAL FILL PO BY i 2.0' THICK RIPRAP W/ LIVE I a A I�1 -W A 1 STAKING VEGETATION (REUSE E. VARIES RIPRAP STOCKPILED FROM NORTHWEST, INC. CITY OF RENTON 1' - - PER PROFILE CHANN0. REGRADING) A r MIN. Engineers and Scientists 2' THICK HEAVY \ — NATIVE STRUCTURAL FILL Bellevue, Washington 25�9Z �{ DEPARTMENT OF PUBLIC WORKS 6' TYP. 2333 -1307H AVE NE, SUITE 200 3' 4 LOOSE RIPRAP FAX- BEV.EVUE. � �MN e8BS AL MAPLEWOOD CREEK SEDIMENTATION BASIN W. — DF 1ELI (206) 8U -2455 RECONSTRUCTION AND IMPROVEMENT PROJECT (TYPICAL FILL SECTION, SHEET 2) EXPIRES 12 -21 -97 UPPER CHANNEL REGRADING SCALE 0 5 10 FEET DESIGNED: NTD /RSP HNW PA E: 7 -15 -96 FILE NAME: SHEET3 1 1 1 I I DRAWN: C.L.C. HNW 1" 5 A A$ • B U T E I LT NOS ADDED DW N 5•! 1 -% CHECKED: D.E.P, HNW SCALE: AS NOTED nELO a�ox: ancE: NOTE. SEE SPECIFICATIONS FOR VEGETATION DESCRIPTIONS. NO. REVISION BY APPR. DATE APPROVED: SHEET: 3 OF: 10 4-L 7 � tss C o d o � W roz ► 1 0 z 0 v U � v