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Home My WebLink AboutSOUTHEAST FORT COLLINS COMMUNITY PARK - FDP - FDP160009 - SUBMITTAL DOCUMENTS - ROUND 1 - STORMWATER-RELATED DOCUMENTSPREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION COVER SHEET 01/15/16 N/A N/A SB RA 1165-012-026 1 of 23 215 NORTH MASON STREET FORT COLLLINS, CO, 80524 PHONE: 970.221.6360 vicinity map Scale: NTS OWNER City of Fort Collins Park Planning and Development 215 Mason Street Fort Collins, Colorado 80524 Ph. 970.221.6367 Contact: Craig Kisling SURVEYOR City of Fort Collins Surveying Department 281 N. College Ave Fort Collins, Colorado 80524 Ph. 970.221.6565 Contact: John Von Nieda PROPOSED STORM SEWER & MANHOLE EXISTING SANITARY SEWER MAIN PROPOSED TELEPHONE LINE EXISTING GAS EXISTING STORM SEWER EXISTING WATER MAIN EXISTING MANHOLE PROPOSED STORM INLET LEGEND PROPOSED CONCRETE PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING UTILITY POLE EXISTING GUY WIRE PROPOSED GAS EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED SANITARY SEWER PROPOSED WATER LINE & VALVE 52+60 52+40 52+20 52+00 51+80 51+60 51+40 51+20 51+00 50+80 50+60 50+40 50+20 50+00 49+80 49+60 49+40 49+20 49+00 48+80 48+60 48+40 48+20 48+00 47+80 47+60 4886 4888 4890 4892 4882 4884 4882 4884 4886 4888 4890 4892 4894 LEGEND EXISTING ORDINARY HIGH WATER MARK PROPOSED RIPRAP PROPOSED RIFFLE DROP PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED TOE PROTECTION EXISTING CHANNEL FLOWLINE PROPOSED CHANNEL FLOWLINE PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION STA 47+60 TO 52+50 CHANNEL PLAN & PROFILE 01/15/16 1"=20' 1"=2' SB RA 1165-012-026 2 of 23 215 NORTH MASON STREET FORT COLLLINS, CO, 80524 PHONE: 970.221.6360 0 SCALE: 1" = 20' 20 10 20 40 PRELIMINARY NOT FOR CONSTRUCTION MATCH LINE STA 52+50 MATCH LINE STA 52+50 KEY MAP scale: 1"=500' 6 3 4 2 5 57+60 57+40 57+20 57+00 56+80 56+60 56+40 56+20 56+00 55+80 55+60 55+40 55+20 55+00 54+80 54+60 54+40 54+20 54+00 53+80 53+60 53+40 53+20 53+00 52+80 52+60 52+40 4884 4886 4888 4890 4892 4894 4896 4884 4892 4894 4896 LEGEND EXISTING ORDINARY HIGH WATER MARK PROPOSED RIPRAP PROPOSED RIFFLE DROP PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED TOE PROTECTION EXISTING CHANNEL FLOWLINE PROPOSED CHANNEL FLOWLINE 0 SCALE: 1" = 20' 20 10 20 40 PRELIMINARY NOT FOR CONSTRUCTION MATCH LINE STA 57+50 MATCH LINE STA 57+50 MATCH LINE STA 52+50 MATCH LINE STA 52+50 KEY MAP scale: 1"=500' PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION STA 52+50 TO 57+50 CHANNEL PLAN & PROFILE 01/15/16 1"=20' 1"=2' SB RA 1165-012-026 3 of 23 215 NORTH MASON STREET FORT COLLLINS, CO, 80524 PHONE: 970.221.6360 6 3 4 2 5 62+00 61+80 61+60 61+40 61+20 61+00 60+80 60+60 60+40 60+20 60+00 59+80 59+60 59+40 59+20 59+00 58+80 58+60 58+40 58+20 58+00 57+80 57+60 57+40 4884 4886 4888 4890 4892 4894 4896 4884 4886 4888 4890 4892 4894 4896 LEGEND EXISTING ORDINARY HIGH WATER MARK PROPOSED RIPRAP PROPOSED RIFFLE DROP PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED TOE PROTECTION EXISTING CHANNEL FLOWLINE PROPOSED CHANNEL FLOWLINE 0 SCALE: 1" = 20' 20 10 20 40 PRELIMINARY NOT FOR CONSTRUCTION MATCH LINE STA 62+00 MATCH LINE STA 62+00 MATCH LINE STA 57+50 MATCH LINE STA 57+50 KEY MAP scale: 1"=500' PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION STA 57+50 TO 62+00 CHANNEL PLAN & PROFILE 01/15/16 1"=20' 1"=2' SB RA 1165-012-026 4 of 23 215 NORTH MASON STREET FORT COLLLINS, CO, 80524 PHONE: 970.221.6360 6 66+60 66+40 66+20 66+00 65+80 65+60 65+40 65+20 65+00 64+80 64+60 64+40 64+20 64+00 63+80 63+60 63+40 63+20 63+00 62+80 62+60 62+40 62+20 62+00 4888 4890 4892 4894 4888 4890 4892 4894 4896 4898 4900 4898 4900 LEGEND EXISTING ORDINARY HIGH WATER MARK PROPOSED RIPRAP PROPOSED RIFFLE DROP PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED TOE PROTECTION EXISTING CHANNEL FLOWLINE PROPOSED CHANNEL FLOWLINE 0 SCALE: 1" = 20' 20 10 20 40 PRELIMINARY NOT FOR CONSTRUCTION MATCH LINE STA 62+00 MATCH LINE STA 66+50 MATCH LINE STA 66+50 MATCH LINE STA 62+00 KEY MAP scale: 1"=500' PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION STA 62+00 TO 66+50 CHANNEL PLAN & PROFILE 01/15/16 1"=20' 1"=2' SB RA 1165-012-026 5 of 23 215 NORTH MASON STREET FORT COLLLINS, CO, 80524 PHONE: 970.221.6360 6 3 4890 4892 4894 4896 4898 4900 4902 70+40 70+20 70+00 69+80 69+60 69+40 69+20 69+00 68+80 68+60 68+40 68+20 68+00 67+80 67+60 67+40 67+20 67+00 66+80 66+60 66+40 4890 4892 4894 4896 4898 4900 4902 LEGEND EXISTING ORDINARY HIGH WATER MARK PROPOSED RIPRAP PROPOSED RIFFLE DROP PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED TOE PROTECTION EXISTING CHANNEL FLOWLINE PROPOSED CHANNEL FLOWLINE 0 SCALE: 1" = 20' 20 10 20 40 PRELIMINARY NOT FOR CONSTRUCTION KEY MAP scale: 1"=500' MATCH LINE STA 66+50 MATCH LINE STA 66+50 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION STA 66+50 TO 70+40 CHANNEL PLAN & PROFILE 01/15/16 1"=20' 1"=2' SB RA 1165-012-026 6 of 23 215 NORTH MASON STREET FORT COLLLINS, CO, 80524 PHONE: 970.221.6360 6 3 4 2 48+00.00 (72) STATION: 48+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 48+50.00 (73) STATION: 48+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 49+00.00 (74) STATION: 49+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 49+50.00 (75) STATION: 49+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 50+00.00 (76) STATION: 50+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 50+50.00 (77) STATION: 50+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 51+00.00 (78) STATION: 51+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 51+50.00 (79) STATION: 51+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 52+00.00 (80) STATION: 52+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 52+50.00 (81) STATION: 52+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 53+00.00 (82) STATION: 53+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 53+50.00 (83) STATION: 53+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 54+00.00 (84) STATION: 54+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 54+50.00 (85) STATION: 54+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 55+00.00 (86) STATION: 55+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 57+00.00 (90) STATION: 57+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 57+50.00 (91) STATION: 57+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 58+00.00 (92) STATION: 58+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 58+50.00 (93) STATION: 58+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 59+00.00 (94) STATION: 59+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 59+50.00 (95) STATION: 59+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 60+00.00 (96) STATION: 60+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 60+50.00 (97) STATION: 60+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 61+00.00 (98) STATION: 61+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 61+50.00 (99) STATION: 61+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 62+00.00 (100) STATION: 62+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 62+50.00 (101) STATION: 62+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 63+00.00 (102) STATION: 63+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 63+50.00 (103) STATION: 63+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 64+00.00 (104) STATION: 64+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 66+00.00 (108) STATION: 66+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 66+50.00 (109) STATION: 66+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 67+00.00 (110) STATION: 67+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 67+50.00 (111) STATION: 67+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 68+00.00 (112) STATION: 68+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 68+50.00 (113) STATION: 68+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 69+00.00 (114) STATION: 69+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 69+50.00 (115) STATION: 69+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 70+00.00 (116) STATION: 70+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION CHANNEL CROSS SECTIONS 01/15/16 1"=20' 1"=2' SB RA 1165-012-026 9 of 23 215 NORTH MASON STREET FORT COLLLINS, CO, 80524 PHONE: 970.221.6360 PRELIMINARY NOT FOR CONSTRUCTION 0 PEDESTRIAN BRIDGE PT END Scale: 1" = 10' 0 5 10 20 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION CREEK PLAY AREA ENLARGEMENT 1165-012-026 10 of 23 215 NORTH MASON STREET FORT COLLINS, CO 80524 PHONE: 970.221.6360 PRIMARY CHANNEL ISLAND SECONDARY CHANNEL BEACH CRUSHED STONE PLAZA PRIMARY CHANNEL SANDSTONE STEPS SANDSTONE EDGE TERRACED SANDSTONE EDGE SINGLE WALL MASONVILLE BUFF SANDSTONE EDGE SINGLE STONE DEPTH MASONVILLE BUFF SANDSTONE EDGE SINGLE STONE DEPTH CRUSHED STONE WALK CRUSHED STONE WALK CRUSHED STONE WALK CRUSHED STONE WALK NATURAL LOG AND STONE CROSSING BEACH 4892.25 4892.25 4892.25 4892.25 4893.25 4895.00 4890.07 BOTTOM OF CHANNEL 4890.15 BOTTOM OF CHANNEL SCALE: CREEK PLAY - PLAN A 1:10 SCALE: CREEK PLAY - SECTION B 1:5 SCALE: CREEK PLAY - SECTION PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION DETAILS CREEK PLAY AREA ENLARGEMENT ####### 1165-012-026 11 of 23 215 NORTH MASON STREET FORT COLLINS, CO 80524 PHONE: 970.221.6360 SCALE: SAND BEACH 2 1 1/2"=1'-0" SAND PEA GRAVEL COMPACTED SUBGRADE SLOPE RE: GRADING PLAN 4.4 4.4 VARIES, RE:PLAN SCALE: CRUSHED STONE PAVING 1 3/4"=1'-0" SCALE: STEPPING BOULDER 3 1/4" = 1'-0" SCALE: STONE WALL @ CREEK PLAY SCALE: 5 3/4"=1'-0" LOG 4 1/4" = 1'-0" CRUSHED STONE 3" DEEP SWALE ON UPHILL SIDE OF PATH. RE: GRADING PLANS. EDGE CONDITION VARIES, RE: PLANS COMPACTED SUBGRADE WEED BARRIER FABRIC COMPACTED 4" CRUSHED STONE. CONTRACTOR TO SUBMIT SAMPLE TO LANDSCAPE ARCHITECT AND RECEIVE APPROVAL PRIOR TO BULK DELIVERY MAX. 2% SLOPE, RE: PLAN VARIES- RE: PLANS EDGE CONDITION VARIES, RE: PLANS COMPACT EDGES WITH STABILIZER 30° 30° FABRIC, TURN DOWN AT EDGES VARIES Scale: 1" = 10' 0 5 10 20 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION AT GRADE CREEK CROSSING ENLARGEMENT 1165-012-026 12 of 23 215 NORTH MASON STREET FORT COLLINS, CO 80524 PHONE: 970.221.6360 CRUSHED STONE WALK CRUSHED STONE WALK CRUSHED STONE WALK CONCRETE EDGE AND CRUSHED STONE LANDING MASONVILLE BUFF SANDSTONE STEP STONES CONCRETE EDGE & CRUSHED STONE LANDING 4895.70 4895.07 4895.10 4897.35 4898.00 12-15" MIN, TYP SCALE: AT GRADE CROSSING - PLAN A 1:10 SCALE: CREEK PLAY - SECTION B 1:5 11 1 11 3 11 1 12 C CL OF CHANNEL CL OF CHANNEL 11 1 12 C B 10 TOE OF SLOPE REINFORCEMENT, RE: CIVIL TOE OF SLOPE REINFORCEMENT, RE: CIVIL TS, RE: GRADING PLAN, TYP LEGEND EXISTING ORDINARY HIGH WATER MARK EXISTING WETLAND TO REMAIN EXISTING WETLAND TO BE REMOVED PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED WETLAND EXISTING CHANNEL FLOWLINE PROPOSED CHANNEL FLOWLINE PROPOSED RIPRAP PROPOSED RIFFLE DROP PROPOSED TOE PROTECTION 0 SCALE: 1" = 20' 20 10 20 40 PRELIMINARY NOT FOR CONSTRUCTION MATCH LINE STA 52+50 KEY MAP scale: 1"=500' 5 2 3 1 4 MATCH LINE STA 57+50 MATCH LINE STA 52+50 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION STA 47+60 TO 57+50 WETLAND PLANS 01/15/16 1"=20' N/A SB RA 1165-012-026 13 of 23 215 NORTH MASON STREET FORT COLLLINS, CO, 80524 PHONE: 970.221.6360 SF SF SF SF SF EXISTING WETLANDS EXISTING WETLANDS TO BE REMOVED EXISTING WETLANDS TO REMAIN PROPOSED WETLANDS LEGEND EXISTING ORDINARY HIGH WATER MARK EXISTING WETLAND TO REMAIN EXISTING WETLAND TO BE REMOVED PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED WETLAND EXISTING CHANNEL FLOWLINE PROPOSED CHANNEL FLOWLINE PROPOSED RIPRAP PROPOSED RIFFLE DROP PROPOSED TOE PROTECTION 0 SCALE: 1" = 20' 20 10 20 40 PRELIMINARY NOT FOR CONSTRUCTION MATCH LINE STA 62+00 MATCH LINE STA 57+50 KEY MAP scale: 1"=500' 5 2 3 1 4 MATCH LINE STA 62+00 MATCH LINE STA 66+50 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION STA 57+50 TO 66+50 WETLAND PLANS 01/15/16 1"=20' N/A SB RA 1165-012-026 14 of 23 215 NORTH MASON STREET FORT COLLLINS, CO, 80524 PHONE: 970.221.6360 LEGEND EXISTING ORDINARY HIGH WATER MARK EXISTING WETLAND TO REMAIN EXISTING WETLAND TO BE REMOVED PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED WETLAND EXISTING CHANNEL FLOWLINE PROPOSED CHANNEL FLOWLINE PROPOSED RIPRAP PROPOSED RIFFLE DROP PROPOSED TOE PROTECTION 0 SCALE: 1" = 20' 20 10 20 40 PRELIMINARY NOT FOR CONSTRUCTION MATCH LINE STA 66+50 KEY MAP scale: 1"=500' 5 2 3 1 4 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION STA 66+50 TO 70+40 WETLAND PLANS 01/15/16 1"=20' N/A SB RA 1165-012-026 15 of 23 215 NORTH MASON STREET FORT COLLLINS, CO, 80524 PHONE: 970.221.6360 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION EROSION CONTROL PLAN 01/15/16 1"=80' NA SB MO 1165-012-026 16 of 23 215 NORTH MASON STREET FORT COLLLINS, CO, 80524 PHONE: 970.221.6360 0 SCALE: 1" = 80' 80 40 80 160 PRELIMINARY NOT FOR CONSTRUCTION NOTES: 1. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY OF FORT COLLINS REGULATIONS. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND STAYING IN CONTINUAL CONFORMANCE WITH THE STATE OF COLORADO STORMWATER DISCHARGE PERMIT. CONTRACTOR IS ALSO RESPONSIBLE FOR ESTABLISHING A STORMWATER MANAGEMENT PLAN IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT. 3. PERIMETER EROSION CONTROL SHALL BE ESTABLISHED ALONG THE LIMITS OF CONSTRUCTION WITH AN APPROVED BMP. PERIMETER EROSION CONTROL SHALL LIMIT ANY SEDIMENT ASSOCIATED WITH THE PARK CONSTRUCTION FROM ENTERING THE CHANNEL. APPROVED BMPs INCLUDES WATTLES, SILT FENCE, AND EARTHEN BERM. LEGEND LIMITS OF WORK / PERIMETER PROTECTION (SEE NOTE 3) INLET PROTECTION CONSTRUCTION ENTRANCE W/ VEHICLE TRACKING CONTROL ROCK CHECK DAM 4. THIS EROSION CONTROL PLAN IS A SNAPSHOT IN TIME. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE NECESSARY BMPs TO CONTROL SEDIMENT AND RUNOFF FROM MIGRATING DOWNSTREAM OF THE PROJECT THROUGHOUT THE CONSTRUCTION PROCESS. IT IS ANTICIPATED THAT THE CHANNEL IMPROVEMENTS WILL BE SEQUENCED FROM DOWNSTREAM TO UPSTREAM. DIVERSION OF THE CHANNEL FLOW MAY OCCUR IN MULTIPLE LOCATIONS OR PHASES THROUGHOUT CONSTRUCTION. 5. REFER TO THE APPROVED "UTILITY PLANS FOR SOUTHEAST COMMUNITY PARK" FOR ADDITIONAL EROSION CONTROL MEASURES ASSOCIATED WITH THE PARK CONSTRUCTION. PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION CONSTRUCTION DETAILS 01/15/16 N/A N/A SB RA 1165-012-026 17 of 23 215 NORTH MASON STREET FORT COLLLINS, CO, 80524 PHONE: 970.221.6360 (SECTION - A) THROUGH POOL NTS (SECTION - B) THROUGH DOWNSTREAM BOULDER SILL NTS PLAN NTS (SECTION - C) TYPICAL RIFFLE DROP NTS TOE PROTECTION TYPICAL DETAIL NTS C A B RIFFLE DROP TYPICAL DETAIL NTS EXISTING DROP STABILIZATION DETAIL NTS PRELIMINARY NOT FOR CONSTRUCTION PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION CONSTRUCTION DETAILS 01/15/16 N/A N/A SB RA 1165-012-026 18 of 23 215 NORTH MASON STREET FORT COLLLINS, CO, 80524 PHONE: 970.221.6360 PRELIMINARY NOT FOR CONSTRUCTION PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION EXISTING CONDITIONS - TREE REMOVAL PLAN ####### 1165-012-026 19 of 23 215 NORTH MASON STREET FORT COLLINS, CO 80524 PHONE: 970.221.6360 TREE INVENTORY AND MITIGATION REQUIREMENTS # TYPE SIZE CONDITION REQUIRED MITIGATION TREES 1 SPRUCE 8" POOR (R) 1 2 COTTONWOOD 15" FAIR (R) 1 3 COTTONWOOD 7" FAIR (R) 1 4 COTTONWOOD 9" FAIR (R) 1 5 COTTONWOOD 8" FAIR (R) 1 6 COTTONWOOD 7" FAIR (R) 1 7 COTTONWOOD 6" POOR (R) 0 8 COTTONWOOD 16" POOR+ (R) 1 9 MULTI STEM COTTONWOOD 26" POOR (R) 2.5 10 2 STEM CRACK WILLOW 30" POOR (R) 3 11 6 STEM CRACK WILLOW 30" POOR (R) 1.5 12 6 STEM CRACK WILLOW 24" FAIR (R) 3.5 13 COTTONWOOD - POOR/DEAD (R) 1 14 5 STEM CRACK WILLOW 36" POOR (R) 5 15 PLAINS COTTONWWOD 24" FAIR (P) 2.5 16 PLAINS COTTONWWOD 38" POOR (R) 1.5 17 PLAINS COTTONWWOD 32" POOR (R) 2.5 18 MULTI STEM CRACK WILLOW 37" FAIR (R) 3 19 PLAINS COTTONWWOD 21" POOR (R) 1 20 CRACK WILLOW 40" POOR (R) 2 21 CRACK WILLOW 36" POOR (R) 2 22 2 STEM CRACK WILLOW 15" POOR (R) 1.5 23 4 STEM CRACK WILLOW 29" FAIR (P) 2 24 CRACK WILLOW 18" POOR (R) 2 25 MULTI STEM COTTONWOOD 48" FAIR (P) 2 26 CRACK WILLOW 47" FAIR (R) 3.5 27 MULTI STEM CRACKWILLOW 12" FAIR (P) 2 28 CRACK WILLOW 14" FAIR (P)1 29 MULTI STEM CRACKWILLOW 12" FAIR (P)1 TREE MITIGATION SUMMARY TYPE COUNT REQUIRED MITIGATION TREES (P) = TREES BEING PRESERVED 6 10.5 (R) = TREES BEING REMOVED 23 41.5 TOTAL 27 52 TREE INVENTORY AND MITIGATION REQUIREMENTS # TYPE SIZE CONDITION REQUIRED MITIGATION TREES Kechter Rd. Ziegler Rd. Saber Cat Dr. (private) Saber Cat Dr. (private) Lady Moon Dr. PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION LANDSCAPE PLAN ####### 1165-012-026 20 of 23 215 NORTH MASON STREET FORT COLLINS, CO 80524 PHONE: 970.221.6360 KEY MAP MATCHLINE STA 52+50 SCALE: LANDSCAPE PLAN STA 48+00 - 52+50 A 1" = 20'-0" SCALE: LANDSCAPE PLAN STA 52+50 -57+50 B 1" = 20'-0" MATCHLINE STA 52+50 MATCHLINE STA 57+50 DECIDUOUS TREES SYMBOL KEY BOTANICAL NAME AIT Alnus incana tenuifolia ATT Acer tataricum 'Gar Ann' CAS Catalpa speciosa COS Celtis occidentalis GLT Gleditsia triacanthos inermis Skyline GYD Gymnocladus dioicus 'Espresso' MSH Malus sylvestris 'Honeycrisp' Semi-Dwarf MSM Malus sylvestris 'McIntosh' Semi-Dwarf MSS Malus 'Spring Snow' MST Malus 'Thunderchild' PAC Populus x acuminata* PDT Populus deltoides ssp. monilifera* PSU Pyrus ussuriensis QGI Quercus gambelli QMC Quercus macrocarpa (bullet gall resistant) QMI Quercus muehlenbergii QSI Quercus shummardi QWI Quercus x warei 'Regal Prince' SAS Salix amygdaloides PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION LANDSCAPE PLAN ####### 1165-012-026 21 of 23 215 NORTH MASON STREET FORT COLLINS, CO 80524 PHONE: 970.221.6360 MATCHLINE STA 57+50 SCALE: LANDSCAPE PLAN STA 57+50 - 62+00 C 1" = 20'-0" SCALE: LANDSCAPE PLAN STA 62+00 - 66+50 D 1" = 20'-0" MATCHLINE STA 66+50 MATCHLINE STA 62+00 MATCHLINE STA 62+00 DECIDUOUS TREES SYMBOL KEY BOTANICAL NAME AIT Alnus incana tenuifolia ATT Acer tataricum 'Gar Ann' CAS Catalpa speciosa COS Celtis occidentalis GLT Gleditsia triacanthos inermis Skyline GYD Gymnocladus dioicus 'Espresso' MSH Malus sylvestris 'Honeycrisp' Semi-Dwarf MSM Malus sylvestris 'McIntosh' Semi-Dwarf MSS Malus 'Spring Snow' MST Malus 'Thunderchild' PAC Populus x acuminata* PDT Populus deltoides ssp. monilifera* PSU Pyrus ussuriensis QGI Quercus gambelli QMC Quercus macrocarpa (bullet gall resistant) QMI Quercus muehlenbergii QSI Quercus shummardi QWI Quercus x warei 'Regal Prince' SAS Salix amygdaloides PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION LANDSCAPE PLAN ####### 1165-012-026 22 of 23 215 NORTH MASON STREET FORT COLLINS, CO 80524 PHONE: 970.221.6360 SCALE: LANDSCAPE PLAN STA 66+60 - LIMIT OF WORK E 1" = 20'-0" MATCHLINE STA 66+50 DECIDUOUS TREES SYMBOL KEY BOTANICAL NAME AIT Alnus incana tenuifolia ATT Acer tataricum 'Gar Ann' CAS Catalpa speciosa COS Celtis occidentalis GLT Gleditsia triacanthos inermis Skyline GYD Gymnocladus dioicus 'Espresso' MSH Malus sylvestris 'Honeycrisp' Semi-Dwarf MSM Malus sylvestris 'McIntosh' Semi-Dwarf MSS Malus 'Spring Snow' MST Malus 'Thunderchild' PAC Populus x acuminata* PDT Populus deltoides ssp. monilifera* PSU Pyrus ussuriensis QGI Quercus gambelli QMC Quercus macrocarpa (bullet gall resistant) QMI Quercus muehlenbergii QSI Quercus shummardi QWI Quercus x warei 'Regal Prince' SAS Salix amygdaloides SAT Salix alba 'Tristan' TLC Tilia Cordata UAC Ulmus Accolade M M SHRUBS PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION LANDSCAPE PLAN ####### 1165-012-026 23 of 23 215 NORTH MASON STREET FORT COLLINS, CO 80524 PHONE: 970.221.6360 KEY MAP DECIDUOUS TREES SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE SPACING QTY % AIT Alnus incana tenuifolia Thinleaf Alder 8-10' B & B, MS AS SHOWN B & B 16 2.5 ATT Acer tataricum 'Gar Ann' 'Hot Wings' Tataricum Maple 6-8' B & B, MS AS SHOWN B & B 12 1.9 CAS Catalpa speciosa Catalpa Tree 2.5" cal AS SHOWN B & B 21 3.4 COS Celtis occidentalis Northern Hackberry 2.5" cal AS SHOWN B & B 27 4.3 GLT Gleditsia triacanthos inermis Skyline Skyline Honey Locust 2.5" cal AS SHOWN B & B 57 9.1 GYD Gymnocladus dioicus 'Espresso' Kentucky Coffee Tree, Seedless 2.5" cal AS SHOWN B & B 11 1.8 MSH Malus sylvestris 'Honeycrisp' Semi-Dwarf Honeycrisp Apple 2.5" cal AS SHOWN B & B 24 3.8 MSM Malus sylvestris 'McIntosh' Semi-Dwarf McIntosh Apple 2.5" cal AS SHOWN B & B 21 3.4 MSS Malus 'Spring Snow' Spring Snow Crabapple 2.5" cal AS SHOWN B & B 23 3.7 MST Malus 'Thunderchild' Crabapple, Thunderchild 2.5" cal AS SHOWN B & B 19 7.3 PAC Populus x acuminata* Lanceleaf Cottonwood 3" cal AS SHOWN B & B 43 6.8 PDT Populus deltoides ssp. monilifera* Plains Cottonwood 3" cal AS SHOWN B & B 18 2.9 PSU Pyrus ussuriensis Ussurian pear 2.5" cal AS SHOWN B & B 12 1.9 QGI Quercus gambelli Gamble Oak 2.5" cal AS SHOWN B & B 16 2.5 QMC Quercus macrocarpa (bullet gall resistant) Bur Oak 2.5" cal AS SHOWN B & B 16 2.5 QMI Quercus muehlenbergii Chinkapin Oak 2.5" cal AS SHOWN B & B 26 4.1 QSI Quercus shummardi Shummard Oak 2.5" cal AS SHOWN B & B 31 4.9 QWI Quercus x warei 'Regal Prince' Regal Prince Oak 2.5" cal AS SHOWN B & B 21 3.3 SAS Salix amygdaloides Peach Leaf Willow 2.5" cal AS SHOWN B & B 12 1.9 SAT Salix alba 'Tristan' Golden Weeping Willow 2.5" cal AS SHOWN B & B 3 TLC Tilia Cordata Little Leaf Linden 'Green spire' 2.5" cal AS SHOWN B & B 6 .1 UAC Ulmus Accolade Accolade Elm 2.5" cal AS SHOWN B & B 55 8.8 M M SHRUBS SYMBOL KEY SCIENTIFIC NAME COMMON NAME SIZE SPACING HEIGHT WIDTH AMA Amelanchier alnifolia Saskatoon Serviceberry 15 gal AS SHOWN 6 - 20' 6 - 12' BFS Betula fontinalis Native River Birch 15 gal AS SHOWN CAW Cornus sericea 'Arctic Fire' Arctic Fire Dogwood 5 gal AS SHOWN 3 - 4' 3 - 4' EAC Euonymus alatus 'Compactus' Dwarf Burning Bush 5 gal AS SHOWN 6 - 8' 6 - 8' PVM Prunus virginiana melanocarpa Native Chokecherry 5 gal AS SHOWN 8 - 20' 8 - 12' SXG Salix exigua Coyote Willow 5 gal AS SHOWN 6 - 12' 4 - 8' SMP Syringa meyeri 'Palibin' Dwarf Korean Lilac 5 gal AS SHOWN 4 - 6' 4 - 6' SMK Syringa patula 'Miss Kim' Miss Kim Dwarf Lilac 5 gal AS SHOWN 3 - 5' 3 - 5' SAH Syringa vulgaris 'Albert Holden' Albert Holden Lilac 5 gal AS SHOWN 5 - 7' 6 - 8' RAM Ribes alpinum Alpine Currant 5 gal AS SHOWN 5 - 6' 5 - 6' RGL Rhus aromatic 'Gro-low' Gro-low Sumac 5 gal AS SHOWN 3' 4 - 5' RTB Rhus trilobata Three-Leaf Sumac 5 gal AS SHOWN 3 - 6' 3 - 6' RTL Rhus typhina 'Laciniata' Cutleaf Staghorn Sumac 5 gal AS SHOWN 6 - 8' 6 - 8' SEEDED GRASSES Tall Cool Season Grass Mix (drill seed directionally) (MIX D) Slender Wheatgrass, Thickspike Wheatgrass, Streambank Wheatgrass PRAIRIE WETLAND MIX (Pawnee Buttes Seed Inc.) (MIX E) Alkali Bulrush, Prairie Cordgrass, Indian Grass, Big Bluestem, Three Square Bulrush, Soft Stem Bulrush, Olney's Threesquare Bulrush, Meadow Sedge, Baltic Rush, Popcorn Sedge, Wedgeleaf Duck Potato, Lens Sedge, Woolly Sedge SYMBOL KEY SCIENTIFIC NAME AMA Amelanchier alnifolia BFS Betula fontinalis CAW Cornus sericea 'Arctic Fire' EAC Euonymus alatus 'Compactus' PVM Prunus virginiana melanocarpa SXG Salix exigua SMP Syringa meyeri 'Palibin' SMK Syringa patula 'Miss Kim' SAH Syringa vulgaris 'Albert Holden' RAM Ribes alpinum RGL Rhus aromatic 'Gro-low' RTB Rhus trilobata RTL Rhus typhina 'Laciniata' PAC (MITIGATION), TYP. EXISTING WETLAND TO REMAIN AIT PDT (MITIGATION), TYP. ATT AMA SXG PROPOSED WETLAND KEY MAP A B C E D 01/15/16 SAT Salix alba 'Tristan' TLC Tilia Cordata UAC Ulmus Accolade M M SHRUBS SYMBOL KEY SCIENTIFIC NAME AMA Amelanchier alnifolia BFS Betula fontinalis CAW Cornus sericea 'Arctic Fire' EAC Euonymus alatus 'Compactus' PVM Prunus virginiana melanocarpa SXG Salix exigua SMP Syringa meyeri 'Palibin' SMK Syringa patula 'Miss Kim' SAH Syringa vulgaris 'Albert Holden' RAM Ribes alpinum RGL Rhus aromatic 'Gro-low' RTB Rhus trilobata RTL Rhus typhina 'Laciniata' PAC (MITIGATION), TYP. SAS AIT PROPOSED WETLAND ATT BFS SXG PVM PAC (MITIGATION), TYP. PDT (MITIGATION), TYP. SXG PVM GLT ATT AIT SAS PROPOSED WETLAND KEY MAP A B C E D 01/15/16 SAT Salix alba 'Tristan' TLC Tilia Cordata UAC Ulmus Accolade M M SHRUBS SYMBOL KEY SCIENTIFIC NAME AMA Amelanchier alnifolia BFS Betula fontinalis CAW Cornus sericea 'Arctic Fire' EAC Euonymus alatus 'Compactus' PVM Prunus virginiana melanocarpa SXG Salix exigua SMP Syringa meyeri 'Palibin' SMK Syringa patula 'Miss Kim' SAH Syringa vulgaris 'Albert Holden' RAM Ribes alpinum RGL Rhus aromatic 'Gro-low' RTB Rhus trilobata RTL Rhus typhina 'Laciniata' AIT EXISTING WETLAND TO REMAIN PAC (MITIGATION), TYP SXG SAS QMI AMA PVM PROPOSED WETLAND PDT (MITIGATION), TYP BFS PAC (MITIGATION), TYP. SXG PVM SAS AIT AMA BFSWETLAND EXISTING ATT RTB QSI PROPOSED WETLAND QGI A B C E D 01/15/16 # 1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #17 #18 #19 #20/21 #22 #23 #24 #25 #27 #26 #28 #29 PROPERTY LINE #15 #16 01/15/16 TOTAL WETLANDS AREA WETLANDS SUMMARY 20,526 14,536 5,990 14,536 20,526 COMPACTED SUBGRADE CONC STAIR WALL BEYOND FG, RE: GRADING PLAN 3'-6" 4'-0" 1.5 #4 BARS VERT @ 12" OC CIP CONC, TYP (3) #4 BARS CONT SCALE: PLAN 1 1/2"=1'-0" SCALE: SECTION 2 3/4"=1'-0" 6" 3'-0" 6" 3'-0" 6" 1.2 UPPER STAIR WALL LOWER STAIR WALL B - SCALE: CONCRETE EDGE AND CRUSHED STONE LANDING C 01/15/16 MASONVILLE BUFF SANDSTONE BLOCK SLAB, SIZE VARIES COMPACTED SUBGRADE TYPE VL RIPRAP MIXED WITH SOIL. I/3 SOIL TO 2/3 ROCK 12" MIN - 24" MAX FG OF CREEK BED, RE: GRADING VARIES MASONVILLE BUFF SANDSTONE BLOCK SLAB, SIZE VARIES COMPACTED SUBGRADE TYPE VL RIPRAP MIXED WITH SOIL. I/3 SOIL TO 2/3 ROCK 12" MIN -24" MAX FG OF CREEK BED, RE: GRADING VARIES 12" MIN -24" MAX 1/2" JOINT FILL CRUSHER FINES COLOR BUFF SCALE: SINGLE WALL A SCALE: DOUBLE WALL B ENSURE BOULDER IS SECURE IN STREAM BED. CONTRACTOR SHALL ONLY SET BOULDER WITH LANDSCAPE ARCHITECT PRESENT. MASONVILLE BUFF NATURAL BOULDER WITH FLAT TOP SELECTED BY LANDSCAPE ARCHITECT FROM LOCAL SOURCE. SIZES VARY. RE:LAYOUT. APPROXIMATE WATER LEVEL STREAM BED PLANED BOTTOM LOG COMPACTED SUBGRADE SURFACE CONDITION VARIES RE: PLAN SAND @ BEACH SURFACE CONDITION AT CREEK GALV. #5 BAR SPIKE SCALE: STONE STEPS 6 1/4" = 1'-0" SCALE: LOG BENCH 7 1/4" = 1'-0" VARIES MASONVILLE BUFF SANDSTONE BLOCK SLAB, SIZE VARIES COMPACTED SUBGRADE TYPE VL RIPRAP MIXED WITH SOIL. I/3 SOIL TO 2/3 ROCK 16" MIN -24" MAX FG, RE: GRADING VARIES 16" MIN -24" MAX 1/2" JOINT FILL CRUSHER FINES COLOR BUFF LOG LENGTHS VARY 7' MIN - 8' MAX (3) STACKED COTTONWOOD PLANKS SALVAGED FROM SITE REMOVE BRANCHES AND BARK SMOOTH AN FINISH. (2) 1/2" GALVANIZED ANCHOR J-BOLT 2" DIA. CONCRETE FOOTING FINISHED GRADE CRUSHED STONE PAVING BURY BOTTOM LOG 4" BELOW FINISHED GRADE 12"-18" CROSS SECTION SECTION/ELEVATION CREATE 3" TO 6" OVERLAP WITH LOGS 01/15/16 C 1:5 11 6 11 1 11 4 N=103321.79 E=211585.04 N=103316.42 E=211628.52 END END PT N=103353.68 END E=211559.97 END B 10 C 10 END 11 3 11 4 11 7 11 5B 892.25 TW 891.25BW N=103340.51 E=211552.78 N=103321.06 E=211631.59 N=103323.80 E=211614.43 PT N=103325.72 E=211589.60 PT N=103331.59 PT E=211573.83 N=103333.45 E=211631.05 N=103343.59 E=211619.68 N=103358.72 E=211598.93 N=103352.79 E=211615.17 PT N=103358.15 PT E=211582.54 892.25 TW 891.00BW 892.25 TW 891.00BW 892.25 TW 891.50BW 892.00 TW 891.00BW 892.25 TW 891.50BW CL OF CHANNEL TOE OF SLOPE REINFORCEMENT, RE: CIVIL CL OF CHANNEL 11 6 11 3 11 1 11 5A 11 5A 01/15/16 HORIZONTAL SCALE: 1" = VERTICAL SCALE: 1" = 20' 10' 20 10 20 40 64+50.00 (105) STATION: 64+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 65+00.00 (106) STATION: 65+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 65+50.00 (107) STATION: 65+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION CHANNEL CROSS SECTIONS 01/15/16 1"=20' 1"=2' SB RA 1165-012-026 8 of 23 215 NORTH MASON STREET FORT COLLLINS, CO, 80524 PHONE: 970.221.6360 PRELIMINARY NOT FOR CONSTRUCTION 0 HORIZONTAL SCALE: 1" = VERTICAL SCALE: 1" = 20' 10' 20 10 20 40 55+50.00 (87) STATION: 55+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 56+00.00 (88) STATION: 56+00.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' 56+50.00 (89) STATION: 56+50.00 HORZ. SCALE: 1"=20'' VERT. SCALE: 1"=10' PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME MCCLELLANDS CREEK STREAM REHABILITATION CHANNEL CROSS SECTIONS 01/15/16 1"=20' 1"=2' SB RA 1165-012-026 7 of 23 215 NORTH MASON STREET FORT COLLLINS, CO, 80524 PHONE: 970.221.6360 PRELIMINARY NOT FOR CONSTRUCTION 0 HORIZONTAL SCALE: 1" = VERTICAL SCALE: 1" = 20' 10' 20 10 20 40 5 4 2 5 3 4 2 5 EA LF LF LF LF SF SF LF LF EXISTING DROP PROTECTION TOE PROTECTION BOULDER WALL CREEK PLAY AREA RIFFLE DROP STRUCTURE EXISTING STREAM BED AREA REMAINING STREAM BED AREA EXISTING STREAM BED LENGTH REMAINING STREAM BED LENGTH SUMMARY OF CHANNEL MODIFICATIONS 4 266 81 92 120 15,586 14,560 2,679 2,231 EXISTING CONCRETE EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER PROPOSED FENCE EXISTING OVERHEAD UTILITY EXISTING STORM SEWER INLET PROPOSED STADIUM LIGHT EXISTING STREET LIGHT EXISTING FIBER OPTIC LINE EXISTING OVERHEAD ELECTRIC LINE EXISTING OVERHEAD TELEPHONE LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED FIBER OPTIC LINE PROPOSED OVERHEAD TELEPHONE LINE EXISTING FENCE PROPOSED OVERHEAD UTILITY EXISTING CABLE TV PROPOSED CABLE TV EXISTING TREE EXISTING PROPERTY LINE CIVIL interwest consulting group 1218 W Ash St Suite A Windsor, Colorado 80524 Ph. 970.460.1091 Contact: Skylar Brower PROJECT MANAGER / LANDSCAPE ARCHITECT CIVITAS 1200 Bannock St Denver, Colorado 80204 Ph. 303.571.0053 x133 SITE Contact: Robin Rooney Norcross CHANNEL PLANS FOR: MCCLELLANDS CREEK STREAM REHABILITATION FROM ZIEGLER ROAD TO LADY MOON DRIVE Located In The Southwest Quarter of Section 4, T-6-N, R-68-W Of The 6th PM City Of Fort Collins, Larimer County, Colorado JANUARY 2016 PROJECT DATUM: NGVD29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM) CITY OF FORT COLLINS BENCHMARK #2-03 SOUTH SIDE OF KECHTER ROAD APPROXIMATELY 0.6 MILES WEST OF STRAUSS CABIN ROAD (C.R. 7) ON THE EAST END OF THE SOUTH PARAPET WALL OF A BRIDGE OVER THE DIXON CANYON LATERAL. ELEV=4994.95 CITY OF FORT COLLINS BENCHMARK # 3-02 NORTHEAST CORNER OF THE INTERSECTION OF KECHTER ROAD AND ZIEGLER ROAD ON THE NORTHWEST CORNER OF A CONTROL GATE TO AN IRRIGATION STRUCTURE. ELEV=4915.41 NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88=NGVD29 UNADJUSTED + 3.19' PROPOSED HANDICAP RAMP PROPOSED SANITARY SEWER SERVICE W/ CLEANOUT PRELIMINARY NOT FOR CONSTRUCTION COVER SHEET CHANNEL PLAN & PROFILES CHANNEL CROSS SECTIONS CREEK PLAY AREA ENLARGEMENT AT GRADE CHANNEL CROSSING ENLARGEMENT WETLAND PLANS EROSION CONTROL PLAN CONSTRUCTION DETAILS EXISTING CONDITIONS - TREE REMOVAL PLAN LANDSCAPE PLAN 1 2 - 6 7 - 9 10 - 11 12 13 -15 16 17 - 18 19 20 - 23 ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... Sheet No. Description of Sheets INDEX OF SHEETS AD ALGEBRAIC DIFFERENCE AE ACCESS EASEMENT ARV AIR RELEASE VALVE BOV BLOW OFF VALVE BW BOTTOM OF WALL CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEAN OUT DE DRAINAGE EASEMENT E ELECTRIC EAE EMERGENCY ACCESS EASEMENT EG EXISTING GROUND EL ELEVATION EOA EDGE OF ASPHALT EX EXISTING ESMT EASEMENT F FIRE LINE FES FLARED END SECTION FF FINISHED FLOOR FG FINISHED GRADE FH FIRE HYDRANT FL FLOWLINE FO FIBER OPTIC G GAS GB GRADE BREAK GD GROUND GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT IE IRRIGATION EASEMENT INV INVERT IRR IRRIGATION LF LINEAR FEET LP LOW POINT LT LEFT MH MANHOLE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE OHU OVERHEAD UTILITY PE PEDESTRIAN EASEMENT PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PCR POINT OF CURB RETURN PI POINT OF INTERSECTION PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN ROW RIGHT-OF-WAY RT RIGHT S SANITARY SEWER STA STATION SD STORM DRAIN PIPE SDMH STORM DRAIN MANHOLE SMH SANITARY SEWER MANHOLE T TELEPHONE TB THRUST BLOCK TBC TOP BACK OF CURB TCE TEMPORARY CONSTRUCTION EASEMENT TOC TOP OF CONCRETE TF TOP OF FOUNDATION TW TOP OF WALL TYP TYPICAL UE UTILITY EASEMENT VB VALVE BOX VCP VITRIFIED CLAY PIPE VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY W WATERLINE ABBREVIATION LIST