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Home My WebLink AboutTHE GROVE AT FORT COLLINS - PDP - 16-10B - MAPS/GRAPHICS - UTILITY PLANS (4)H Y D S GAS 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 EXISTING CHANNEL \A1;PRO BEGIN REALIGNMENT LARIMER CANAL NO. 2 \A1 EXISTING CHANNEL \pxqc;P \pxqc;P CENT ROLLAND MOORE DRIVE \A1 \A1 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 22+87 EXISTING CHANNEL CENTRE AVENUE END REALIGNMENT \A1;PROPO \A1;E LARIMER CANAL NO. 2 \A1;TEMPOR \pxqc;P \pxqc;P \A1 \A1;\A1;2 \A1;1 2:1 \A1; 12. \2:1 A1;12. \\A1;4:1 A1;TEMP.VARIES \P 4:1 \A1;50.0' EASEMENT 9+50 5024 5028 5032 5036 5040 5044 5024 5028 5032 5036 5040 5044 -40 -20 0 20 40 22+50 5024 5028 5032 5036 5040 5024 5028 5032 5036 5040 -40 -20 0 20 40 22+87.05 5024 5028 5032 5036 5040 5024 5028 5032 5036 5040 -40 -20 0 20 40 10+50 5024 5028 5032 5036 5040 5044 5024 5028 5032 5036 5040 5044 -40 -20 0 20 40 60 11+00 5024 5028 5032 5036 5040 5044 5024 5028 5032 5036 5040 5044 -40 -20 0 20 40 60 11+50 5024 5028 5032 5036 5040 5044 5024 5028 5032 5036 5040 5044 -40 -20 0 20 40 60 12+00 5024 5028 5032 5036 5040 5044 5024 5028 5032 5036 5040 5044 -40 -20 0 20 40 60 12+50 5024 5028 5032 5036 5040 5044 5024 5028 5032 5036 5040 5044 -40 -20 0 20 40 60 13+00 5024 5028 5032 5036 5040 5044 5024 5028 5032 5036 5040 5044 -40 -20 0 20 40 60 13+50 5024 5028 5032 5036 5040 5044 5024 5028 5032 5036 5040 5044 -40 -20 0 20 40 60 14+00 5024 5028 5032 5036 5040 5044 5024 5028 5032 5036 5040 5044 -40 -20 0 20 40 60 14+50 5024 5028 5032 5036 5040 5044 5024 5028 5032 5036 5040 5044 -40 -20 0 20 40 60 15+00 5024 5028 5032 5036 5040 5044 5024 5028 5032 5036 5040 5044 -40 -20 0 20 40 60 15+50 5024 5028 5032 5036 5040 5044 5024 5028 5032 5036 5040 5044 -40 -20 0 20 40 60 16+00 5024 5028 5032 5036 5040 5044 5024 5028 5032 5036 5040 5044 -40 -20 0 20 40 60 16+50 5024 5028 5032 5036 5040 5044 5024 5028 5032 5036 5040 5044 -40 -20 0 20 40 60 17+00 5024 5028 5032 5036 5040 5044 5024 5028 5032 5036 5040 5044 -40 -20 0 20 40 17+50 5024 5028 5032 5036 5040 5044 5024 5028 5032 5036 5040 5044 -40 -20 0 20 40 18+00 5024 5028 5032 5036 5040 5044 5024 5028 5032 5036 5040 5044 -40 -20 0 20 40 18+50 5024 5028 5032 5036 5040 5024 5028 5032 5036 5040 -40 -20 0 20 40 19+00 5024 5028 5032 5036 5040 5024 5028 5032 5036 5040 -40 -20 0 20 40 19+50 5024 5028 5032 5036 5040 5024 5028 5032 5036 5040 -40 -20 0 20 40 20+00 5024 5028 5032 5036 5040 5024 5028 5032 5036 5040 -40 -20 0 20 40 20+50 5024 5028 5032 5036 5040 5024 5028 5032 5036 5040 -40 -20 0 20 40 21+00 5024 5028 5032 5036 5040 5024 5028 5032 5036 5040 -40 -20 0 20 40 21+50 5024 5028 5032 5036 5040 5024 5028 5032 5036 5040 -40 -20 0 20 40 22+00 5024 5028 5032 5036 5040 5024 5028 5032 5036 5040 -40 -20 0 20 40 10+00 5024 5028 5032 5036 5040 5044 5024 5028 5032 5036 5040 5044 -40 -20 0 20 40 EASEM EASE EASEM EASE EASEM EASE EASEM EASE EASEM EASE EASE EASEM EASEM EAS EASEM EAS EASEM EAS EASEM EAS EASEM EAS EASE EASEM EASEM EASE EASEM EASE EASEM EASE EASEM EASE EASEM EASE EASE EASEM EASEM EASE EASEM EASE EASEM EASE EASEM EASE EASEM EASE EASE EASEM EASEM EASEM EASEM EASEM EASEM EASEM EEASEMAS TEMTEMTEMPTEMTEM TEMPORA TEMTEMTEMTEM TEMPORARY TEM TEM TEM TEM TEM TEMPORARY TEMP TEMPTEMPTEMPTEMTEMP TEMP TEMPO TEMPORA \A1;\A1;2 \A1;1 2:1 \A1; 12. \2:1 A1;12. \\A1;4:1 A1;TEMP.VARIES \P 4:1 \A1;50.0' EASEMENT 2% REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\ Sheet Of 2 Sheets LARIMER CANAL NO. 2 RELOCATION 200 South College Avenue, Suite 100 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 04/06/2 2 CROSS SECTIONS A. Reese A. Reese 1"=30' TYPICAL DITCH SECTION SCALE 1"=10' 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. Call before you dig. R Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL N/A N/A N/A N/A N/A N/A N/A LARIMER IRRIGA COUNTY CANAL NO. 2 N/A John Strachan, President Date OWNER'S CERTIFICATION The undersigned does/do hereby certify that I/we are the lawful owners of real property described on this plan and de hereby certify that I/we accept the conditions and restrictions set forth on said Site Plan. CSU Research Foundation Date 2% REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\ Sheet Of 2 Sheets LARIMER CANAL NO. 2 RELOCATION 200 South College Avenue, Suite 100 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 04/06/2 NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 1 GRADING PLAN A. Reese A. Reese 1"=30' 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. Call before you dig. R LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER ST EXISTING CONTOUR PROPOSED SPOT ELEVATION 33.4 PROPOSED SLOPES \pxi NOTES: 2.0%%% EXISTING SPOT ELEVATION (47 SHIELDS ST CENTRE AVE. RESEARCH BLVD. COLLEGE AVE. (U.S. 287) PROSPECT RD. ROLLAND MOORE DR. WORTHINGTON S WHITCOMB ST DRAKE RD. AVE VICINTY MAP NTS TYPICAL DITCH SECTION SCALE 1"=10' EXISTING FENCELINE X PROPOSED CENTERLINE OF DITCH PROPOSED EASEMENT PROPOSED DITCH RIDER ROAD EXISTING TREE (TO CONTACT INFORMATION Northern Engineering Services, Inc. Nick Haws, PE, LEED AP 200 South College Avenue, Suite 100 Fort Collins, Colorado 80524 (970) 221-4158 Northern Engineering Services, Inc. Gary Gilliland, PLS 200 South College Avenue, Suite 100 Fort Collins, Colorado 80524 (970) 221-4158 E N G I N E E R I N G N O R T H E RN Colorado State University Research Foundation (CSURF) Stuart MacMillan P.O. Box 483 Fort Collins, Colorado 80522 (970) 472-0491 OWNER CIVIL ENGINEER SURVEYOR E N G I N E E R I N G N O R T H E RN Larimer County Canal No. 2 Irrigating Company 1154 N. Taft Hill Road Fort Collins, CO 80521 John Moen, Superintendent (970) 218-0726 John Strachan, President (970) 223-5231 Gene Fisher, Attorney (970) 482-4710 DITCH COMPANY Earth Engineering Company, Inc. Michael Coley, PE 4396 Greenfield Drive Windsor, Colorado 80550 (970) 545-3908 GEOTECHNICAL ENGINEER BENCHMARK #1: City of Fort Collins Benchmark 14-97 Elevation= 5048.58 (NGVD 29, Unadjusted) BENCHMARK #2: City of Fort Collins Benchmark 1-93 Elevation= 5023.27 (NGVD 29, Unadjusted) Basis of Bearings Basis of Bearings is the North line of the SW 1/4 of Section 23, Township 7 North, Range 69 West of the 6th P.M. as bearing S89°20'42"E (assumed bearing). Northern Engineering Services, Inc NE Project No. 502-001 Date: December 1, 2009 Additional survey completed March 22, 2010 ORIGINAL FIELD SURVEY BY: Earth Engineering, Inc. EEC Project No. 09-01-032 Date: July 10, 2009 Revisions completed December 7, 2010 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL N/A N/A N/A N/A N/A N/A N/A N/A LARIMER IRRIGA COUNTY CANAL NO. 2 John Strachan, President Date OWNER'S CERTIFICATION The undersigned does/do hereby certify that I/we are the lawful owners of real property described on this plan and de hereby certify that I/we accept the conditions and restrictions set forth on said Site Plan. CSU Research Foundation Date