K ROA RIVE RING FO R R PROJECT SITE BASALT, CO LOCATION MAP UPSTREAM GEOMORPHIC STRUCTURES DOWNSTREAM GEOMORPHIC STRUCTURES DESIGN CROSS SECTIONS I DESIGN CROSS SECTIONS II DESIGN CROSS SECTIONS III DESIGN CROSS SECTIONS IV DESIGN CROSS SECTIONS V PLANTING PLAN FISHERMAN'S PARK PLAN EMERGENCY ACCESS PLAN AND PROFILE TITLE VICINITY MAP AND SHEET INDEX SITE PLAN WHITEWATER STRUCTURES PLAN VIEW WHITEWATER STRUCTURES PROFILE TO GLENWOOD SPRINGS G1 C1 C2a C2b C3a C3b C4 C5 C6 C7 C8 C9 C10 C11 SHEET NO SHEET INDEX CW01 CW02 CW03 CW04 CW05 D1 D2 D3 D4 D5 D6 D7 SHEET NO GRAND JUNCTION, CO TEMP. CARE OF WATER PLAN TEMP. SHEET PILE COFFER DAM TEMP. BYPASS SYSTEM DETAILS TEMP. ACCESS ROAD DETAILS TEMP. BYPASS PIPE OUTLET DETAILS TITLE CARE OF WATER DETAILS EROSION CONTROL DETAILS BOULDER STRUCTURES DETAILS WAVE BLOCK DETAILS VEGETATION INSTALLATION DETAILS EROSION CONTROL BLANKET DETAILS GEOMORPHIC STRUCTURE DETAILS SHEET INDEX CONT. RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT BASALT, CO MAY 2016 PITKIN COUNTY EN TO P AS HW 82 GLENWOOD SPRINGS, CO Y I-70 SECTION OF COLORADO VICINITY MAP 4. Mr. James Lindt, AICP Assistant Planning Director Town of Basalt (970)-927-4701 3. Ms. Kendall Bakich Aquatic Biologist Colorado Division of Wildlife (970)-947-2924 2. Mr. Jason Carey, P.E. River Engineer RiverRestoration.org, LLC. (970)-947-9568 1. Mr. John Ely County Attorney Pitkin County (970)-920-5190 DENVER, CO CONTACTS PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT NTS MAY 11, 2016 Pitkin County RICD G1 PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 VICINITY MAP & SHEET INDEX BID SET C11 PUBLIC ACCESS POINT #1 SC C3b C2 PROJECT LIMITS C3a C10 FISHERMAN'S PARK PROJECT LIMITS PUBLIC ACCESS POINT 0 SCALE: 1" = 100' 100' 200' ROARING FORK RIVER PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT 1" = 100' MAY 11, 2016 Pitkin County RICD C1 PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 SITE PLAN BID SET PIP EXISTING COTTONWOOD PIP EXISTING COTTONWOODS EXISTING ORDINARY HIGH WATER LINE 16+99.2 17+04.2 17+09.2 16+85 17+25 06 9 66 HABITAT BOULDERS PLACE IN FIELD PER DIRECTION OF ENGINEER TOP OF BOULDER EL = 6609.2' (SEE DETAIL SHEET D3) REBUILD BANK STABILIZATION (SEE SHEETS C4-C8 FOR SECTIONS AND SHEET D3 FOR DETAILS) FIELD FIT BOULDER RAMP GRADE CONTROL STRUCTURE (SEE SHEET D3) 18+00 INSTALL GEOMORPHIC STRUCTURES SEE DETAIL SHEETS C3a AND D7 BACKFILL BYPASS TRENCH WITH NATIVE ALLUVIUM, WASH IN FINES PER SPECS, AND INSTALL RIPARIAN PLANTING (SEE SHEET C9 FOR PLANTING PLAN) SEE SHEET C9 FOR PLANTING PLAN 17+50 PIP EXISTING COTTONWOOD PIP EXISTING COTTONWOOD 66 0 16+45 SEE SHEET C2b FOR DESIGN PROFILE 0 0 66 06 9 18+22 09 3 0 09 0 RIVER℄ 0 10' SCALE: 1" = 10' 20' WHITEWATER STRUCTURES SEE SHEETS C4-C8 FOR SECTIONS AND SHEET D4 FOR WAVE BLOCK DETAILS 18+35 18+17 HABITAT BOULDERS PLACE IN FIELD PER DIRECTION OF ENGINEER TOP OF BOULDER EL = 6610.5' (SEE DETAIL SHEET D3) 66 16+65 EMERGENCY ACCESS ROUTE (SEE SHEET C11) A' 3 A SEE SHEET D PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT 1" = 10' MAY 11, 2016 Pitkin County RICD C2a PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 WHITEWATER STRUCTURES PLAN VIEW BID SET 18+11 6620 16+80 PLACE 5' AUGMENT RIFFLE SEE SHEET 6590 16+60 6595 6600 6605 6610 6615 17+00 17+20 CONCRETE 17+40 CATCH EXISTI 17+60 17+80 CATCH EXISTING Roaring Fork CL PROFILE HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 10' 18+00 PLACE 6' 18+20 CONCRETE 18+40 EXCAVATE ALLUVIAL 0 10' SCALE: 1" = 10' 6590 18+60 6595 6600 6605 6610 6615 6620 20' WHITEWATER STRUCTURES PROFILE 1" = 10' MAY 11, 2016 Pitkin County RICD C2b PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT BID SET 0 TA INT C B INT PO INT PO PO A GS 2 INT PO A D7 2 TC IN PO 40' INT PO B GS 3 INT PO C D7 1 INT PO C RIVER℄ EXISTING ORDINARY HIGH WATER LINE GS 4 PO PO INT INT B A EXCAVATE ALLUVIAL DEPOSITION FOR PLACEMENT ALONG BANK PO INT A GS 5 INT PO C INT PO GS 6 A INT PO AR RIVING F ER OR K RO PLACE EXCAVATED ALLUVIUM EXTEND TO EXISTING CUT BANK RIPARIAN PLANTING ON ALLUVIUM (SEE SHEET C9 FOR PLANTING PLAN) Geomorphic Structures Design Coordinates and Elevations Design Point A - existing bank key inDesign Point B - change in grade Design Point C - tip of structure Structure Number Northing Easting Elevation Northing Easting Elevation Northing Easting Elevation GS 1 1560882.5162567606.532 6613.15 1560885.1192567644.3846612.00 1560889.7492567652.6696610.00 GS 2 1560857.7292567604.185 6614.60 ---1560807.872567651.8126611.50 GS 3 1560786.6222567606.293 6615.00 1560767.1132567624.1146615.00 1560729.0832567658.4216611.00 GS 4 1560668.5812567613.026 6617.00 1560666.1852567618.154 6617 1560647.0552567647.5396611.00 GS 5 1560575.4622567624.555 6616.82 ---1560565.9892567648.2116612.50 GS 6 1560489.7962567640.916 6616.67 ---1560480.352567669.1746613.60 SCALE: 1" = 20' 20' PROJECT LIMITS NOTE: SEE DETAIL SHEET D7 FOR TYPICAL DETAILS SEE TABLE BELOW FOR DESIGN ELEVATIONS SEE SHEET D7 FOR TYPICAL DETAILS IN PO GS 1 - C7 C PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT 1" = 20' MAY 11, 2016 Pitkin County RICD C3a PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 UPSTREAM GEOMORPHIC STRUCTURES BID SET RK FO INGER R A V RO RI PROJECT LIMITS AUGMENT RIFFLE WITH NATIVE ALLUVIUM TO BE DIRECTED IN FIELD BY ENGINEER HABITAT BOULDERS PLACEMENT DIRECTED BY ENGINEER IN FIELD TOP OF BOULDER EL = 6608' (SEE DETAIL SHEET D3) PIP EXISTING COTTONWOODS EXISTING ORDINARY HIGH WATER LINE APPROXI EMERGENCY ACCESS ROUTE (SEE SHEET C11) 0 SCALE: 1" = 20' 20' 40' CONSTRUCTION NOTES: : 1. USE MATERIAL EXCAVATED FROM USE MATERIAL PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT 1" = 20' MAY 11, 2016 Pitkin County RICD C3b PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 GEOMORPHIC STRUCTURES BID SET CONSTRUCTION NOTES: : 1. WIDTH AND SLOPES SHOWN ARE FOR WIDTH AND SLOPES SHOWN ARE FOR GUIDANCE ONLY. CONTRACTOR SHALL GRADE -0+80 -0+60 -0+20 PROPOS ED RE- 0+20 EXISTI NG EMERGENCY ACCESS ROUTE INSTALL FILTER 0+60 -0+60 -0+40 0+20 6595 -1+00 6600 6605 6610 6615 -0+80 INSTALL FILTER -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0 10' SCALE: 1" = 10' 20' 6595 0+80 6600 6605 6610 6615 6620 6625 6620 6630 6595 0+80 6625 EXISTING PROPO GRADE SED RE- 0+60 6635 EMERGENCY ACCESS ROUTE (SEE SHEET 0+40 6630 EXISTING ISLAND BAR 0+00 STA 16+85 PROFILE HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 10' -0+20 6635 6595 -1+00 6600 6610 6615 6605 -0+80 INSTALL FILTER 6600 PROPOSEEXISTI D RENG 6620 6605 6610 6615 EXISTING ISLAND BAR 6625 6620 6630 6595 0+80 6625 EMERGENCY ACCESS ROUTE (SEE SHEET C11) 0+40 6635 STA 16+65 PROFILE HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 10' 0+00 6600 6605 6630 -0+40 FABRIC WITH 6610 6635 6595 -1+00 6600 6605 6610 6615 6620 EXISTING ISLAND BAR 6625 6620 6615 6630 6625 6635 6630 6635 STA 16+45 PROFILE HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 10' PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT 1" = 10' MAY 11, 2016 Pitkin County RICD C4 PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 DESIGN CROSS SECTIONS I BID SET 6620 6590 -1+00 6595 6600 6605 6610 6615 -0+80 -0+60 -0+40 KEY EXISTING ISLAND BAR PLACE 4' MIN BOULDER 0+60 TIE INTO INSTALL FILTER KEY FABRIC WITH GEO- 0+40 6590 0+80 -0+20 KEY DOWN 0+00 INSTALL PLACE 6' BOULDER AT 0+20 0+40 0+60 6590 0+80 6595 6600 6605 6610 6615 6620 6625 PLACE 4' BOULDER PROPO S SED 0+20 6630 STA 17+09.2 PROFILE HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 10' -0+20 6595 6600 6625 -0+40 PLACEINSTALL 6' BOULDERS AT 6605 6610 6615 6620 6635 -0+60 0+00 6595 0+80 6630 -0+80 TIE INTO 0+60 6635 6590 -1+00 6595 6600 6605 6610 6615 6620 LIFT 3' PLACE 4' LIFT MIN PLACE 6' FOOTER 0+40 6625 CONC WAVE BLOCK (TYP) (SEE SHEET D4) 0+20 6630 EXISTING ISLAND BAR 0+00 STA 17+04.2 PROFILE HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 10' -0+20 6600 6605 6625 -0+40 PLACE 6610 6615 6635 -0+60 KEY INSTALL FILTER PLACE 6' 6630 -0+80 KEY BOULDER PROPO 6620 6635 6595 -1+00 6600 6605 6610 6615 EXISTING ISLAND BAR 6625 6625 TIE INTO EXISTING BANK 6630 6630 6620 6635 6635 STA 16+99.2 PROFILE HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 10' 0 10' SCALE: 1" = 10' 20' PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT 1" = 10' MAY 11, 2016 Pitkin County RICD C5 PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 DESIGN CROSS SECTIONS II BID SET CONSTRUCTION NOTES: : 1. WIDTH AND SLOPES SHOWN ARE FOR WIDTH AND SLOPES SHOWN ARE FOR GUIDANCE ONLY. CONTRACTOR SHALL GRADE -0+80 -0+60 EXISTING ISLAND BAR PROTECT -0+20 PROPO SED REREBUILD 0. EXIST ING -0+40 0+00 0+20 0+60 -0+40 -0+20 0+00 0+20 -0+80 -0+40 -0+20 0+00 0+20 0+40 0+60 0 10' SCALE: 1" = 10' 20' 6590 0+80 6595 6590 -1+00 6600 6605 6595 INSTALL FILTER 6610 6615 6620 6600 6605 6610 6615 -0+60 EXISTING GRADE 6625 PROPOS ED RE- REBUILD BANK GRADED 6630 6625 6620 6635 6630 6590 0+80 6640 EXISTING ISLAND BAR PROTECT 0+60 6640 STA 18+00 PROFILE HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 10' 0+40 6635 6590 -1+00 6595 6605 6610 6600 -0+60 INSTALL FILTER REBUILD BANK STABILIZATION SEE 6615 6595 -0+80 0.5 6600 6605 6610 6615 6620 6625 EXISTING ISLAND BAR PROTECT 6630 6625 6620 6635 6630 6590 0+80 6635 STA 17+50 PROFILE HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 10' 0+40 6595 6590 -1+00 6600 6605 6610 6595 INSTALL FILTER 6615 6600 6605 6610 6615 6620 6625 6620 6630 6625 6635 6630 6635 STA 17+25 PROFILE HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 10' PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT 1" = 10' MAY 11, 2016 Pitkin County RICD C6 PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 DESIGN CROSS SECTIONS III BID SET 0+00 0+40 6590 0+60 6590 -1+00 6595 6600 6605 6610 6615 6620 -0+80 KEY BOULDER -0+60 -0+40 PROPO KEY SED DOWN 3' MIN -0+20 PLACE 6' BOULDER AT STA 18+22 PROFILE HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 10' 0+00 0+00 INSTALL FILTER 0+20 6590 0+60 6595 6600 6605 0+20 PLACE KEY 4' DOWN 0+40 6590 0+60 6595 6600 6605 6610 6615 6620 6625 6630 6625 EXISTING ISLAND BAR PROTECT VEGETATION IN PLACE -0+40 PLACE 6' BOULDER INSTALL FILTER 6610 6615 6620 6625 6635 -0+60 -0+20 0+40 6630 -0+80 KEY PLACE 6' CONC WAVE BLOCK (TYP.) (SEE SHEET D4) TIE INTO EXISTING BANK 0+20 6595 6600 6635 6590 -1+00 6595 6600 6605 6610 6615 6620 PROPOS ED STA 18+17 PROFILE HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 10' -0+20 PLACE 6' 6605 6610 6630 6625 EXISTING ISLAND BAR PROTEC -0+40 PLACE 5' BOULDE INSTALL FILTER 6615 6620 6635 -0+60 KEY TIE INTO 6630 -0+80 PLACE 4' BOULDE RS ON PROPO SED 6635 6590 -1+00 6595 6600 6605 6610 6615 6620 6625 6630 EXISTING ISLAND BAR - PROTECT 6630 6625 6635 6635 STA 18+11 PROFILE HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 10' 0 10' SCALE: 1" = 10' 20' PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT 1" = 10' MAY 11, 2016 Pitkin County RICD C7 PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 DESIGN CROSS SECTIONS IV BID SET CONSTRUCTION NOTES: : 1. WIDTH AND SLOPES SHOWN ARE FOR WIDTH AND SLOPES SHOWN ARE FOR GUIDANCE ONLY. CONTRACTOR SHALL GRADE EXISTING ISLAND BAR GRADE CONTROL PROTECT STRUCTURE GS-2 VEGETATION EXISTING GRADE PROPO SED RE- -0+20 EXCAVATE AND RE-BUILD INSTALL FILTER -0+80 -0+60 -0+40 0+00 0+20 0+40 0 SCALE: 1" = 10' 10' 6595 0+60 6600 6595 -1+00 6605 6600 6610 6615 6620 6605 6610 6615 6620 6625 6630 6625 6635 6630 6640 6635 6640 STA 18+35 PROFILE HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 10' 20' PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT 1" = 10' MAY 11, 2016 Pitkin County RICD C8 PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 DESIGN CROSS SECTIONS V BID SET LEGEND Pole & Stake Collection Area Native Alluvial Fill Area Riparian areas for transplanted Willows and Cottonwood Stakes and Poles (See Sheet D5 for Details) Coyote Willow Shrub Planting (See Sheet D5 for Details) Yellow Willow Shrub Planting (See Sheet D5 for Details) Narrowleaf Cottonwood Shrub Planting (See Sheet D5 for Details) Box Elder (See Sheet D5 for Details) Ponderosa (See Sheet D5 for Details) PLANTING AREA STAKES AND POLES PIP EXISTING COTTONWOODS APPR EXISTING ORDINARY HIGH WATER LINE PROJECT LIMITS 0 SCALE: 1" = 30' 30' 60' RIPARIAN RE-VEGETATION ON BACKFILLED ALLUVIUM K ING FOR ROARIV R ER WESTERN RIVER BIRCH (SEE SHEET D5 FOR DETAILS) PROJECT LIMITS AR RIVING F ER OR K RO RIVER ℄ POLE & STAKE COLLECTION AREA PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT 1" = 30' MAY 11, 2016 Pitkin County RICD C9 PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 PLANTING PLAN BID SET EXCAVATE DEPOSITION AND AUGMENT RIFFLE TO BE DIRECTED IN FIELD BY ENGINEER RE-GRADE EXISTING FISHERMAN'S PARK PUT IN RAMP AND PLACE AGGREGATE BASE COARSE CLASS 6 AS DIRECTED IN THE FIELD BY ENGINEER RIVER ℄ G FORK ROARINER RIV GRADE CONTROL STRUCTURE TO BE DIRECTED IN FIELD BY ENGINEER WESTERN RIVER BIRCH (SEE SHEET D5 FOR DETAILS) DEEPEN SCOUR HOLE TO BE DIRECTED IN FIELD BY ENGINEER PROJECT LIMITS FISHERMAN'S PARK 0 20' SCALE: 1" = 20' 40' PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT 1" = 20' MAY 11, 2016 Pitkin County RICD C10 PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 FISHERMAN'S PARK PLAN BID SET 6630 6625 6620 6615 6610 6605 6600 6595 6590 10+00 10+20 TIE INTO EX 10+40 10+60 EXISTING GROUND PROPOSED USE ACCESS BOULDER ROUTE TO CATCH ORDINARY EX COTTON WOOD 10+80 11+00 11+20 11+40 CRUSHER PROPOSED Access Route PROFILE HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 10' ROARING FORK RIVER 11+60 11+80 BOULDER PROPOSED ACCESS 12+00 12+20 TIE INTO BOULDER 6630 6625 6620 6615 6610 6605 6600 6595 6590 12+40 12+45 TIE INTO PROPOSED BOULDER TERRACE 0 20' SCALE: 1" = 20' 40' PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT 1" = 20' MAY 11, 2016 Pitkin County RICD C11 PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 EMERGENCY ACCESS ROUTE PLAN AND PROFILE BID SET TYPICAL LAYOUT FOR ANCHOR (AS ECONOMY ATTACH STAKE OR TYPICAL LAYOUTS STREAMS, NOTE: ANCHORING WITH BUOYS, AS SHOWN, REMOVES PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT NTS MAY 11, 2016 Pitkin County RICD D1 PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 CARE OF WATER DETAILS BID SET GEO-TUBEFILTER (TYPICAL) PUMPE STRAW BALE (TYPICAL) Properly 3"-0 Angle TEMPORARY EQUIPMENT ACCESS (TYPICAL) APPROXIMATEL FOR SILT FENCE (TYPICAL) WOODEN DRIVE ROTATE BOTH PLACE THE FILTER FABRIC SEE COLORADO DEPARTMENT OF TRANSPORTION (CDOT) STANDARD PLAN NO. M-208-1 FOR EROSION CONTROL DETAILS NOT INCLUDED IN THIS PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT NTS MAY 11, 2016 Pitkin County RICD D2 PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 EROSION CONTROL DETAILS BID SET TOP WIDTH 29 FEET NOTE: WHEN PLACE NOTE: PLACE MIN. NOTE: SPACE C A- PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT NTS MAY 11, 2016 Pitkin County RICD D3 PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 BOULDER STRUCTURE DETAILS BID SET T I E R E B A R T O E P O X F I B E R R E - P R E C A S T C E P O X Y C O A T E D 1.33 F # 4 E P O X Y C 0.25 1.33 0.25 # 4 R E B A R C O 6 I N C H D I A C O N LI D R E B A R P # 5 E P O X Y C O 6.00 0.75 3.00 5.00 0.67 6.34 # 4 E P O X Y C O A F 1.66 1.00 1.33 M O N O LI T H I C B A N O T E: A LL H 5.17 S E E S P E CC OI LF OI RC EA 7.00 F 1.00 1.00 6 " D I A G R O U T LI D S T R U C 3.75 0.67 L I D A # 5 R E B A 1.00 1.00 3 E TF . P I I 7 O EB 5 X CE Y OR C UR E O I A T E D 1.00 0.75 F F I N I S H E L F I E L D E P O X Y S E A L E X P R E C A S 6 " D I A G R O U # # 5 4 E E P P O O X X Y Y C C O O A A T E D R E 5 X 3 B O X E T I L T + o r 0 % T BA CK FI LL WI TH PU M PE D G R # # 5 5 EE PP OO XX YY CC OO M O N O L I T H I C B A S E A 1.34 6.00 # 5 E 2 3 B P A O C X K Y FI L L 5 X 3 B O B A S E E # L 6 E E P O X 0 " T O 4 " M A X 3 / P R E C A S T E L E B A S E E L E V PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT NTS MAY 11, 2016 Pitkin County RICD D4 PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 WAVE BLOCK DETAILS BID SET 4 D5 1 D5 WILLOW STAKING NTS TREE PLANTING 2X BALL DIA. (MIN.) NTS 2:1 X MA UNDISTURBED SOIL - DIG PIT TO PROPER DEPTH. IF OVEREXCAVATION OCCURS RE-ESTABLISH DESIRED ELEVATION WITH 95% COMPACTED FILL. CORNER OF ROOT SYSTEM TO BE AT LINE OF PROPOSED GRADE ROUGHEN SIDES OF PIT. ADD SLOW RELEASE GRANULAR FERTILIZER. REFER TO SPECIFICATIONS. 3" MAX SAUCER (MAX.) FIRMLY FORMED SAUCER (USE TOPSOIL). ANGLE OF REPOSE VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE (WHERE DIRECTED ONLY). ROPES @ TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. REMOVE TOP 1/3 OF BASKET & ALL TWINE. 2" SHREDDED MULCH FROM FALLEN TREES; REFER TO SPECIFICATIONS FOR TYPE AND TREATMENT. HOLD MULCH 6". MIN. 2"x2"x7' HARDWOOD STAKES OR OTHER APPROVED STAKE MATERIAL. STAKE TO BE DRIVEN OUTSIDE OF EDGE OF ROOT BALL INTO UNDISTURBED SUBGRADE. 1" BIODEGRADABLE STRAP AROUND TREE TRUNK AND FEED WIRE LINE THROUGH GROMMETS AND ATTACH TO POST BEAVER SCREEN; REFER TO SPECIFICATIONS INSTALL TAKES INTO WATER TABLE STAKES TO BE PLACED INTO GROUND PERPENDICULAR TO THE SLOPE IN A PRE-DRILLED PILOT HOLE UNDISTURBED SUBGRADE CUTTINGS OF WILOWS SHALL BE 0.75"-1.5" IN DIAMETER, AND 3-6' IN LENGTH. COTTONWOOD CUTTINGS SHALL BE 2"-3" IN DIAMETER, AND 6' MINIMUM IN LENGTH. 2. 6" STAKES SHOULD BE PLACED RANDOMLY AT A RATE OF 2 HOLES PER SQUARE YARD. INSTALL 3 LIVE STAKES (WHERE POSSIBLE) PER HOLE. N 1. MI 3' NOTE: 2 D5 NTS IF POSSIBLE, CUTTINGS SHALL BE COLLECTED WHILE DORMANT, WHEN THE LEAVES HAVE FALLEN, AND NIGHT TEMPERATURES ARE FREEZING. CUTTING SHALL BE TAKET FROM THE BASE OF THE STEMS. CUT THE BOTTOMS AT A 45 DEG. ANGLE AND THE TOPS FLAT. 2. 3. CUTTINGS SHOULD BE STORED IN WATER AND SHADE FOR UP TO 24 HOURS BEFORE PLANTING. 7. LIGHTLY PAINT THE EXPOSED CUTS OF THE COTTONWOOD POLES WITH 50/50 MIX OF LATEX PAINT AND WATER TO REDUCE WATER LOSS. 6. PLANT THE CUTTINGS WITH THEIR BASES AT OR NEAR THE 200 CFS WATER ELEVATION. 5. 4. CUTTINGS SHALL BE STRIPPED OF LEADERS, AND LONG BRANCHES TO AVOID EXCESS DRYING. SEE SPECIFICATIONS 1. 45 DEG. ANGLE TREE POLE PLANTING WATER TABLE 2/3 1/3 3 D5 NTS SHRUB PLANTING 2X BALL DIA. MIN. UNDISTURBED SOIL - DIG PIT TO PROPER DEPTH. IF OVEREXCAVATION OCCURS RE-ESTABLISH DESIRED ELEVATION WITH 95% COMPACTED FILL. SCARIFY SIDES OF HOLE PRIOR TO PLANTING ADD SLOW RELEASE GRANULAR FERTILIZER. REFER TO SPECIFICATIONS. CREATE SAUCER W/ TOPSOIL (3" MAX.) EXCEPT IN DRIP IRRIGATED AREAS FOR B&B: ROPES @ THE TOP OF THE BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. REMOVE TOP 1/3 OF BASKET & ALL TWINE. FOR CONTAINER: REMOVE CONTAINER AND LOOSEN ROOTS SLIGHTLY BY SCRATCHING SIDES OF ROOTBALL BEFORE PLANTING. 2" SHREDDED MULCH FROM FELLED TREES; REFER TO SPECIFICATIONS FOR TYPE AND TREATMENT. HOLD MULCH 6". PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT NTS MAY 11, 2016 Pitkin County RICD D5 PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 VEGETATION INSTALLATION DETAILS BID SET RIV ER WILLOW 1"X1"X24" BOULDER WALL SHIPLA Figure *Approxim ately 200 Staples Per 8.0' EROSION CONTROL BLANKET (ECB) INSTALLATION 1. Detail included in drawing set for reference if erosion Detail included in drawing set for reference if erosion control blankets are determined necessary during construction by engineer. 2. Contractor Shall Use All Natural 100% Biodegradable Erosion Contractor Shall Use All Natural 100% Biodegradable Erosion Control Blankets, Type 1, Type 2, Type 3. 3. Stake Blanket In Place, Cut Holes Through The Gro EROSION CONTROL BLANKET DETAILS NTS MAY 11, 2016 Pitkin County RICD D6 PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT BID SET DESIGN ELEVATION B (SEE TABLE ON SHEET 3a) DESIGN ELEVATION D (SEE TABLE ON SHEET 3a) EXCAVATION GRADE TOP BOULDERS AT END OF DESIGN ELEVATION C (SEE VANE 4' MIN. TABLE ON SHEET 3a) EXISTING GRADE 0.5 1 PROPOSED GRADE RE-GRADED FINISHED GRADE OF CHANNEL MAIN RESTORED BANK EXCAVATION SURFACE EXISTING GRADE DEPTH VARIES, SEE BACKFILL WITH NATIVE ALLUVIUM PROFILE WASH IN FINES NEAR EXISTING BANK PER SPECS TOP BOULDERS AT END OF VANE 4' MIN. INTIMATE CONTACT 2 FT² MIN. 0.5 1 KEY IN BOULDERS 0.5' MINIMUM DESIGN ELEVATION (SEE TABLE ON SHEET 3a) PROPOSED BOULDER GRADE BACKFILL WITH NATIVE ALLUVIUM WASH IN FINES NEAR EXISTING BANK PER SPECS DESIGN ELEVATION A (SEE TABLE ON SHEET 3a) PITKIN COUNTY - RECREATIONAL IN-CHANNEL DIVERSION (RICD) PROJECT NTS MAY 11, 2016 Pitkin County RICD D7 PITKIN COUNTY Recreational In-channel Diversion (RICD) Project - Roaring Fork River Basalt, CO 81621 RiverRestoration P.O. Box 248 Carbondale, CO 81623 www.RiverRestoration.org Pitkin County Courthouse Plaza 530 E. Main St. - 3rd Floor Aspen, CO 81611 GEOMORPHIC STRUCTURE DETAILS BID SET ICIAAC) Ios=u .m I LVW Clara Amos "W'd bin-H I25 03 Jan-?3 spa; Emma}; - 139Fon IGDIHI IDuueuD-ul mantasz MN I103 NH LIA ?25 I 9 03 ?9I3Pucqm3 GFE ?99 CH uoquoxgawamy magic I Ham on 'uad?v mu we -'15 men *3 025 new asnouuncg Mum); un?ld sot/9 2?""036? Ina-11 NQISJH JO QEVD Jayme/a HG CIIQ ANV NO HLIM SV GNV NOISOHEI 80d ?l'lle?O HOLINOW OJ. '9 38035 CINV $37015 GNV .LSEIAHVH '9 NI jO NIVINIVW O.L HOLOVELLNOQ GNV OJ. HEHNISNEI 'I-Iclch CIEITIVM EIO 38 $3dld AEIVEIOCIWELL ?2 EISEI-LI. NI CIELLVOIGNI EISIMEIEIHIO SV NOLLIGNOO GNV BGVHO OJ. 03301533 38 EIcIch CINV HONHEIJ. 3d d Erlch .LEIEHS 3H1 .LSOO GNV EIOJ 38V 138 NV-ld NI HELLVM BHJ. BONVNEILNIVW CINV 303 HOIOVHINOC) ELLIS NIVIN HELVM EHVO l# CIVOEI SSEIOOV GNV VEIEIV ONIOVIS HO EIEINMO HUM SSEIOOV OJ. HIIM (QOMO 338) Eldld "09 (ZOMO 338) INVG EIEHJOO .LEIEIHS cl? vaav ONIOVLS .LEII-II-IS 333) avoa ssaoov AGOOM ONLLSIXEI aama 333a; omusma dI .c vaav swam 2? xx vaav ONIOVIS I (El/kl) aoNvaamsm suwn -. - q. -. 1m azima 333m -- :lId a 3 .34., [aw aovwlwa (VOMO .LEEIHS 3# avoa ssaoov SNIISIXEI 2303 533:5 0w za 333) HEEL-I 0w (LG 133% (.LEEHS '9 HLON 338) (GOMO EIEIS) Ia?uno ONILSIXEI (L0 . 33$) Nmanq Amalgam- ONO 08 was I non mus Munoo mm; mm: I29 I 9 OZ) 12mg we); Euuzog 7 (EDIE) IsuueLp-IJI MNHOO NIXLIA sszuuav am am mama 923 I 00 ?QIEPuqueg we mg '03 553mm am 3mN mu Nalsm I 03 ?ued?v JOOH p49 7 MW '3 099 zzeIa ssnoqlmog Aqunog 1.1511103 mn?d? ssauaav am am" mzno 3100 NSISECI 83212103 21H HQHQ Jayme/a (do/y) arms azzuIaN: WNOISSZAWV i219 GIG El?llcl E10 ?lVS?i?ltl Oi EAIHG AHVSSEIOEN SV TIL-MOVE CINV ELVAVOXEI WOLLOS I CIELLVAVQXEI WW ONLLSIXH ?I?Ilj 0 0699 I- EI?IlzloacI - El?lld islast 09+009 00+009 W?lA?'l?lV EINEICI ONLLEEIHS HEIHHVEI HELLVNI 9699 0099 HO WOLLOEI 0699 969 9 0099 QOMQ LEIEIHS EIEIS) 9099 I I WELSAS ssvaxa 9?99 5 3?Ild Iv I I Al ?09 GNnoas x3 I I I I 0?99 I I I 0L99 HSEIHL NI GEILVOIGNI SV I (LG SIIVLHG 338) Haws OI GEEOLSEIEI 38 I GNnoav WVG aamoo TIVHS 3d d HONEHL Eldch I I/IrII/xrmv ao OVEGNVS ONIGITIONI 233nm jo Have HHI jo ?z 999 I 999 Isoo GNV am 3w SIHI NI 030mm? jo Have EHL jo EIONVNEILNIVW GNV 0299 IggI I 0299 am aOIovaINoo I K99L SEILON 0.8I992I3 9399 LEIEIHS jo 9399 0899 0999 .17 531VOS 183A .02 EFIVOS IleM 9 !d Bypass v1 PROFILE HORIZ. SCALE: 1" 20' VERT. SCALE: 1" 4? 6625 6625 SHEET PILE ACCESS ROAD #1 SEE SHEET CW02 BYPASS PIPE OUTLET ?m SEE SHEET CWO4 PLACE ALLUVIUM BALLASTS APPROXIMATELY EVERY 50' 6620 6620 6615 6615 -1.09% 60" Con?ict!? Efe?el/ I Steel 4/444 6610 ?1.40% 60" Corrugated Steel 6610 109 0' -I.787a 60" 4 6605 PIPE TRENCH 6605 BOTTOM 6600 6600 100+00 100+50 101+00 101 +50 102+00 102+50 103+00 103+50 104+00 1094562 SYSTEM - PROFILE CONSTRUCTION NOTES: 1. CONTRACTOR RESPONSIBLE FOR DESIGN, IMPLEMENTATION AND MAINTENANCE OF THE CARE OF WATER SYSTEM. DETAILS INCLUDED IN THIS PLAN SET ARE FOR PLANNING AND COST ESTIMATING PURPOSES ONLY. 2 60" CMP PLACE ALLUVIUM BALLAST EVERY 50' 2. FOOTPRINT OF THE CARE OF WATER SYSTEM, INCLUDING SHEET PILE DAM, PIPE TRENCH AND PIPE OUTFALL SHALL BE RESTORED TO GRADE AND CONDITION UNLESS AS OTHERWISE INDICATED IN THESE PLANS. BACKFILL TRENCH WITH EXCAVATED ALLUVIUM A 12? MAX 3. ALL TEMPORARY BYPASS PIPES SHALL BE CORRUGATED METAL OR DUAL WALLED HDPE PIPE. BYPASS SYSTEM PIPE TRENCH - TYPICAL SECTION N.T.S. HG GIG KPROFESSIONAL ENGINEER sum WQIQAQ 13:7 1 DESIGN UPDATES No. Date cuENv MD mass In; In I Comm? :59 FItkIn County Courthouse F?Iaza 530 E. Mam St. 4 3rd Floor Aspen. CO I DESIGN FIRM NAME AND ADDRESS ?aw RlverReatoratIon PO, Box 246 CarbondaleAND ADDRESS FITKIN COUNTY RecreatIonal In-channeI DIverIon (KICD) Proper A Roarmq Fork RIver CO 5 I 62 I Prnjecl Sheet PItkIn County KICD MIVIAY I I, 20Ie CWO3 w. 20? Access Road #1 PROFILE HORIZ. SCALE: 1? 20' VERT. SCALE: 1" 4' 6630 6630 6625 6625 FINISHED GROUND AT ACCESS ROAD #1 AREA 662(3. 6620 3VJ.S 09 Vista 6615 (O (D 25? MIN COVER OVER BYPASS PIPES SEE SHEET CWO3 FOR BYPASS SYSTEM DETAILS 6605 6605 200+00 200+50 201 +00 201+50 202+00 202+50 203+00 203+50 203+71 ACCESS ROAD #1 - PROFILE 6610 EX GROUND AT ACCESS ROAD #1 CONSTRUCTION NOTES: Access Road #2 PROFILE 1. CONTRACTOR RESPONSIBLE FOR DETERMINING =4 REQUIRED ACCESS ROAD WIDTH, COMPOSITION AND THICKNESS TO SUPPORT EQUIPMENT AND MINIMIZE IMPACTS TO THE SITE. 6625 6625 2. CONTRACTOR SHALL RESTORE ACCESS ROAD FINISHED GROUND FOOTPRINT TO CONDITION 6620 6620 AT ACCESS ROAD #2 UPON REMOVAL OF ACCESS ROAD. 17L oI-7n+n was $15 29'? 6615 -0A157- 6615 SEE SHEET CW03 FOR BYPASS SYSTEM DETAILS 6610 6610 EX GROUND AT ACCESS ROAD #2 6605 6605 0+00 0+50 1+00 1 +50 2+00 2+14 ROAD #2 - PROFILE i219 GIG ENGINEER sum CIVOE Jayme/a 1 DESIGN UPDATES N01 Date cuENv MD mass In; In I Comm? :59 FItkIn County Courthouse PIaza 530 E. Mam 5t. 4 3rd Floor Aspen. CO CIGI I DESIGN rm? NAME AND ADDRESS 03% RlverReatoratIon PO, Box 246 Carbondale. CO 5 I C23 mum um: AND ADDRESS FITKIN COUNTY RecreatIonal [n-channeI DIvsrsIon (KICD) A Roarmq Fork RIver CO 5 I 62 I Prnjecl Sheet PItkIn County KICD MTVIAY I I, am CWO4 w. 20? "1 ms 9102? 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