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HomeMy WebLinkAboutKECHTER FARM MIXED-USE TOWNHOMES - FDP210021 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (2)KECHTER ROAD ZIEGLER ROADE. TRILBY ROAD FOSSIL CREEK RESERVOIR 12' -℄ 24' - 31" ROLLOVER CURB AND GUTTER FLUSH TRANSITION AT DRIVEWAYS 12' -℄ 2.00% SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 CS1 COVER STEET1 Original Field Survery: Northern Engineering Project No. 1124-006 Date: February 2, 2021 SEPTEMBER 2021 CONTACT INFORMATION PROJECT TEAM: VICINITY MAP NORTH PROJECT DATUM: NAVD88 City of Fort Collins Benchmark A409 South and West of the intersection of Tribly Road and US Highway 287 ELEV.=5039.43 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' PROJECT BENCHMARKS: KECHTER FARM TOWNHOMES PROJECT TEAM: Northern Engineering Services, Inc. Shane Ritchie 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 PLANNER/ LANDSCAPE ARCHITECT OWNER/APPLICANT SITE ENGINEER SHEET INDEX FIELD SURVEY BY: Northern Engineering Services, Inc. Bob Tessely, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 SITE SURVEYOR TYPICAL SECTIONS (MULTIFAMILY) 1 CS1 COVER SHEET 2 CS2 GENERAL & CONSTRUCTION NOTES 3 EX1 EXISTING CONDITIONS & DEMOLITION PLAN 4 PV1 PAVING PLAN UTILITY SHEETS 5 OU1 OVERALL UTILITY PLAN 6 SS1 SANITARY LINE A (W) & A3 PLAN & PROFILE 7 SS2 SANITARY LINE A (E) PLAN & PROFILE 8 ST1 STORM DRAIN A PLAN & PROFILE 9 ST2 STORM DRAIN A(S) & A(S)-1 PLAN & PROFILE 10 ST3 STORM DRAIN A2 PLAN & PROFILE 11 ST4 STORM DRAIN A2-2, A2-5 & A2-5.1 PLAN & PROFILE (PUBLIC & PRIVATE) GRADING SHEETS 12 OG1 OVERALL GRADING PLAN 13 G1 GRADING PLAN 14 G2 GRADING PLAN ROADWAY SHEETS 15 R1 STREET A PLAN & PROFILE DETAIL SHEETS 16 D1 SITE DETAILS 17 D2 SITE DETAILS 18 D3 WATER DETAILS 19 D4 SANITARY SEWER DETAILS 20 D5 DRAINAGE DETAILS 21 D6 DRAINAGE DETAILS 22 D7 DRAINAGE DETAILS 23 D8 DRAINAGE DETAILS 24 EC1 EROSION CONTROL PLAN 25 EC2 EROSION CONTROL DETAILS DRAINAGE SHEETS 26 DR1 DRAINAGE EXHIBIT 27 H-DRN HISTORICAL DRAINAGE EXHIBIT FINAL UTILITY PLANS FOR UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER GAS-----------------Xcel Energy-----------------------------Pat Kreager (970) 225-7840 ELECTRIC--------City of Fort Collins Light & Power--Rob Irish (970) 224-6167 CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 WATER------------Fort Collins-Loveland Water District--Chris Pletcher (970) 226-3104 WASTEWATER-South Fort Collins Sanitation District--Chris Pletcher (970) 226-3104 STORMWATER-City of Fort Collins Utilities-----------Wes Lamarque (970) 416-2418PROJECT SITE A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO Black Timber Land Company Russell Baker 417 Jefferson Street Fort Collins, CO 80524 (970) 267-7721 ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ Ripley Design, Inc. Alex Garvert 419 Canyon Avenue, Suite 200 Fort Collins, Colorado 80521 (970) 224-5828 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R APPROVED: City Engineer:Approved Sheets Date Water & Wastewater Utility Approved Sheets Date Stormwater Utility Approved Sheets Date Park Planning and Development Approved Sheets Date Traffic Operations Approved Sheets Date Environmental Planner Approved Sheets Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: APPROVED: APPROVED: APPROVED: APPROVED: Does not match the required format. See written comments. 9/28/2021 X X X X XXXXXXXXXXD H2OHYDEEEEEEEE E E E E E EEE EMEEEEEEEEKECHTER FARM HOME OWNERS 400 E SIMPSON ST. STE 200, LAFAYETTE, CO STORM DRAIN A (PUBLIC) SEE SHEET ST1 STORM DRAIN A2 (PUBLIC) SEE SHEET ST3 STORM DRAIN A(S) (PUBLIC) SEE SHEET ST2 STORM DRAIN A(S)-1 (PUBLIC) SEE SHEET ST2 PROJECT BOUNDARY BUILDING 1 BUILDING 2 BUILDING 6 2 3 . 6 4 24.642 3 . 8 124.8024.0424.0424.4024.9525.3624.8724.76(2 4 . 1 1 )(24.53)24.5225.0625.322 4 . 3 9 24.3424.5824.3824.302 3 . 8 324.6023.9024.1024.2624.7023.8224.5724.46 25.26INLET INLET INLET INLET INLET INLET INLET INLET INLET INLET INLET INLET 2 3 . 9 6 24.0924.2024.8624.7524.5225.6425.6425.6426.102 5 . 1 0 24.9425.1626.0225.0524.9024.9124.9825.0224.9824.9424.93 24.97 25.00 25.1525.1624.2824.2825.5125.2425.17 (2 6 . 0 8 ) (2 6 . 0 1 ) 2 5 . 2 2 25.1826.0326.0925.1925.67 2 5 . 0 124.85 2 4 . 6 5 24.5124.4523. 2 0 23.28 23.3923.8224. 3 3 24. 4 6 24.5724. 6 6 25.102 5 . 1 025.102 5 . 1 0 2 5 . 1 0 25.3225.3225.3225.3224.8824.3624.92 (24.97)(24.93)(2 4 . 6 8 )(24.63)(24.40)(2 4 . 3 6 )(24.21)(2 4 . 1 7 )24.242.4%2.4%2.0%2.4%7.8%4.6%3.9%3.1%27.1%6 . 9% 24.49 25.1024.8424.3125.0124.3225.1325.0725.0126.4924.8124.12 2.1%2.6%10.0% 2.4 % 1.4 %5.5%1.2%5.2%3.1%2.0%2.1%5.9%2.5%5.1%5.7%5.0%3.1% 3.4% 3.5% 3.2 % 3.1% 2.2%2.3% 2.9%3.1% 0.0%4.8%4.2%3.6%3.2%2.9%2.1%3.2%3.7% 2.9 % 2.0% 3.0%2.6% 4.4 % 8.4% 5. 5 %16.3%10.1%1.0%6.3%4.3% 3.3% 2.7%2.4%(2 5 . 0 6 ) (2 5 . 1 3 ) 25.76 25.84 STORM DRAIN A2-5.1 (PRIVATE) SEE SHEET ST423.9625.162 5 . 2 5 (27.28)(2 6 . 0 3 ) INLET 2 4 . 8 924.6424.81INLET 2.7%2. 1 %9.4%3 . 1% STORM DRAIN A2-2 (PUBLIC) SEE SHEET ST4 24.52 INLET 24.47 INLET INLET 23.68 2 5 . 4 725.2424.3325.9926.0025.3424.8224.5324.6025.649' UTILITY EASEMENT 27' UTILITY EASEMENT24.3224.25 24.87 24.94 26. 7 5 0.5% 0.5% 0.8% 0.7% 2.2 %0.5%0.4% 0.9%0.9%1.2%1.1%1.7%0.9% 2 4 . 4 4 24.74 ROW (WIDTH VARIES) 9.5%25.1024.2624.2024.4924.61INLET 25.3224.3524.9824.992 RISERS. SEE NOTE 3.25.1324.8024.8725.30 25.38FG=25.10 TF=25.77 FG=25.25 TF=25.92 FG=25.40 TF=26.0724.8324.7625.25 25.34 25.51 25.69PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED OUTFLOW CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED GROUND SLOPE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 3.ALL RISERS TO BE OF EQUAL HEIGHT WITH A MIN. OF 5 FT. SPACING BETWEEN STAIR SETS. NOTES: (47.45 ) EXISTING SPOT ELEVATION 33.43 EXISTING RIGHT OF WAY LEGEND: LIMITS OF DISTURBANCE LOD PROPOSED SWALE SLOPE 4:1 1.0% PROPOSED FLOW DIRECTION SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 G1 GRADING PLAN13 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MATCH LINE - SEE SHEET G2KEYMAP E. TRILBY ROAD ZIEGLER ROADCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 9/28/2021 Text Over Text VAULT F.O. D X X X X XXXXXX EAST TRILBY ROAD ZIEGLER ROADD D DEEEEEEEE E EEEE E E EEEEEEKENJO LEGACY LLC (.50) 6131 ZIEGLER RD FORT COLLINS, CO STORM DRAIN A (PUBLIC) SEE SHEET ST1 STORM DRAIN A2-5 (PRIVATE) SEE SHEET ST4 BUILDING 3 BUILDING 4 BUILDING 525.8825.482 4 . 8 8 24.432 3 . 8 424.0123.29 23.9523.5323.7023.8924.3424.062 4 . 4 924.9724.492 6 . 0 0 24.0622.8022.7121.2820.9322.2022.5222.7523.1223.51INLET INLET INLETINLET INLET INLET INLET INLET INLET INLET INLET INLET INLET24.662 4 . 7 1 24.8224.9325.5724.632 5 . 1 025.3725.4925.3725.2625.172 5 . 1 7 24.9825.852 5 . 8 8 25.882 5 . 8 8 2 5 . 8 8 25.882 5 . 2 425.2425.23 24.8024.012 5 . 6 725.7027.2025.142 5 . 5 4 26.1024.69 24. 8 5 25.0925.1925. 2 9 25.06 2 5 . 6 8 25.7025.7025.7025.7025.242 5 . 2 425.2425.2425.8825.8825.882 5 . 2 425.1925.32(23.91)(23.95)(23.23)(2 3 . 1 8 ) (2 2 . 8 3 )(22.78)(22.58)(2 2 . 5 2 ) (2 2 . 2 7 )(22.23)25.3125.46 24.8723.5923.2823.71(24.16) (2 2 . 6 2 )23.2823.792.4%2.2%8.0%4.3%3.0%2.2%3.3%23.592 4 . 9 2 2 1 . 2 0 21.5721.4521.8124.1825.1525.882 5 . 9 625.887.9%7.2%16.5%5.0%10.4%7.4% 3.6%8.6%30.4%24.8%2.3%0.0% 1 . 1%2.1%10.0%3.2%8.3%6.1% 9.7%13.2 %2.1%2.3%3.7%3.4%3.1%2.7%2.0%1.4%7.9 % 11. 5 % 5.1% 3.6% 5.9% 6.4%5.5%2.3%2.2%2.8%2.8%1.6%3.0% 2.8% 2.9%2.8%2.5%2.4%2.2%24.31 24.39 (2 2 . 9 0 )(22.84)STORM DRAIN A2 (PUBLIC) SEE SHEET ST3 (2 4 . 0 6 ) (2 1 . 6 6 )25.31INLET 24.75INLET 24. 7 8 INLET 2 4 . 8 9 11.3%24.3322.202 3 . 4 4 24.4124.602 3 . 9 0 2 3 . 6 925.4324.5624.8225.6724.5924.6626.0325.4025.9022.89 2 3 . 5 222.40INLET22.21INLET 23.8924.42(23.56)(2 3 . 5 0 ) 2 3 . 7 3 24' - 27' UTILITY EASEMENT 9' UTILITY EASEMENT 1.1%1.3%0.5% 0.5%0.8% 0.5%1.9%0.5% 0.5% 0.0 % 1 . 6% 1.0%2.5% 0.3% 0 . 2% ROW (WIDTH VARIES)23.482 3 . 0 87.6%17.0%13.1% 25.90 INLET 24.5724.552 4 . 8 824.762 4 . 6 7 (22.45)(22.77)(2 2 . 2 6 )24.8625.9725.9223.0123.06(2 2 . 7 3 ) (2 2 . 4 2 ) (2 2 . 2 8 ) 6 RISERS. SEE NOTE 3. 6 RISERS. SEE NOTE 3. 6 RISERS. SEE NOTE 3. 6 RISERS. SEE NOTE 3. 8 RISERS. SEE NOTE 3. 7 RISERS. SEE NOTE 3. 6 RISERS. SEE NOTE 3. 5 RISERS. SEE NOTE 3.4 RISERS. SEE NOTE 3. 3 RISERS. SEE NOTE 3. 2 RISERS. SEE NOTE 3. 4 RISERS. SEE NOTE 3. 3 RISERS. SEE NOTE 3. 2 RISERS. SEE NOTE 3. 2 5 . 1 7 25.132 5 . 0 7 2 4 . 7 2 25.3825.4123.3023.72 23.212 3 . 8 623.95FG=25.90 TF=26.57 FG=25.30 TF=25.97 FG=25.70 TF=26.37 23.90 23.9923.3423.31 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED OUTFLOW CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED GROUND SLOPE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 3.ALL RISERS TO BE OF EQUAL HEIGHT WITH A MIN. OF 5 FT. SPACING BETWEEN STAIR SETS. NOTES: (47.45 ) EXISTING SPOT ELEVATION 33.43 EXISTING RIGHT OF WAY LEGEND: LIMITS OF DISTURBANCE LOD PROPOSED SWALE SLOPE 4:1 1.0% PROPOSED FLOW DIRECTION SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 G2 GRADING PLAN14 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MATCH LINE - SEE SHEET G1KEYMAP E. TRILBY ROAD ZIEGLER ROADCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 9/28/2021 Line Over Text VAULT F.O. D FOFOFOFOFOFOX XXXXXXXXXFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOEAST TRILBY ROAD ZIEGLER ROADD D H2O HY DD D STORM DRAIN A SEE SHEET ST1 STORM DRAIN A2 SEE SHEET ST3 STORM DRAIN A(S) SEE SHEET ST2 STORM DRAIN A(S)-1 SEE SHEET ST2 STORM DRAIN A2-5.1 SEE SHEET ST4 STORM DRAIN A2-5 SEE SHEET ST4 24' FL-FLPROJECT BOUNDARY BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5BUILDING 6 GGGGGG G G G G GGGGGGGGGGGGGGGGGGGGSFSF SF SF SF SF SF SF SFSFSFSFSFSF SF SF SF S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF 27' UTILITY EASEMENT SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 EC1 PLANEROSION CONTROL24 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY BENCHMARK/BASIS OF BEARING: SILT FENCE ROCK SOCK RIPRAP 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE FINAL DRAINAGE REPORT, DATED AUGUST 11TH, 2021 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 5.EROSION CONTROL CONSTRUCTION SEQUENCE: OFF-SITE, SITE PERIMETER, AND SITE ACCESS EROSION CONTROL MEASURES, INCLUDING SILT FENCE, VEHICLE TRACTION CONTROL, ROCK SOCKS, AND INLET PROTECTION FOR EXISTING INLETS SHALL BE IMPLEMENTED/CONSTRUCTED PRIOR TO INITIAL CONSTRUCTION. ADDITIONAL EROSION CONTROL MEASURES, INCLUDING INLET PROTECTION AT NEWLY CONSTRUCTION STORM DRAINS, SHALL BE IMPLEMENTED UPON COMPLETED CONSTRUCTION OF EACH DRAIN. 6.FINAL STABILIZATION SHALL BE COMPLETED IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLANS FOR THIS DEVELOPMENT. 7.NO DEBRIS OR SEDIMENT SHALL BE TRACKED ONTO CITY STREETS OR ROW. ANY TRACKING THAT OCCURS SHALL BE CLEANED/REMOVED BY CONTRACTOR IMMEDIATELY. GENERAL NOTES: WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF PROJECT DATUM: NAVD88 City of Fort Collins Benchmark A409 South and West of the intersection of Tribly Road and US Highway 287 ELEV.=5039.43 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the East line of the Southeast Quarter of the Northeast Quarter of Section 8-6-68 as bearing North 00° 17' 16" East, and monumented as shown on the Plat. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 9/28/2021 See Sheet CS1.