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Home My WebLink AboutKECHTER FARM MIXED-USE TOWNHOMES - FDP210021 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANSKECHTER 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: V.P. V.P.C.O.S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRRI S OIS OCONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRRCONTROL IRR CONTROL IRRCONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRRCONTROL IRRCONTROL IRRCONTROL IRR VAULT F.O. D S S FOFOFOFOFOFOIRRIRRIRRIRRIRRIRR IRRIRRIRRIRR IRR IR R IRR IRR IRR IRR IRR IRR IRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR X XXXXXXXXXFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOSTSTSTSTSTSTST284.0'SSSSSSSS SS EAST TRILBY ROAD ZIEGLER ROADD D H2O HY DD D REMOVE AND REPLACE EXISTING SANITARY MH REMOVE AND REPLACE EXISTING SANITARY SEWER MANHOLE RIM = 4927.24 INV. IN = 4917.26 (NE) INV. OUT = 4917.07 (S) REMOVE AND REPLACE EXISTING 6" SANITARY LINE REMOVE OR ABANDON EXISTING 6" SANITARY LINE AS NECESSARY. PLUG FOR ABANDONMENT. (SEE DETAIL SHEET D4) REMOVE EXISTING STROM INLET REMOVE & REPLACE 28' ± EXISTING 36" RCP STORM LINE DEMO EXISTING IRRIGATION LINE (TYP.) EXISTING TREE TO BE REMOVED (TYP.) DEMO 60'± OF ASPHALT, CURB & GUTTER DEMO 54'± OF ASPHALT, CURB & GUTTER PROJECT BOUNDARY EXISTING UNDERGROUND FIBER OPTICS LINE EXISTING STREET SIGN (TYP.) EXISTING STORM MANHOLE RIM = 4923.71 INV. IN = 4915.26 (S) INV. OUT = 4915.21 (N) PIPING NORTH OF MANHOLE INACTIVE/ABANDONED EXISTING STORM MANHOLE RIM = 4921.68 INV. IN = 4917.32 (S) INV. OUT = 4917.25 (N) EXISTING 5' SIDEWALK EXISTING 4.5' SIDEWALKEXISTING PEDESTRIAN RAMP EXISTING TREE TO REMAIN (TYP.) EXISTING CONCRETE/BRICK FENCE POST EXISTING 6' WOOD PICKET FENCE EXISTING SPLIT RAIL FENCE EXISTING STORM MANHOLE RIM = 4926.78 INV. IN = 4918.17 (E) INV. OUT = 4918.13 (SW) EXISTING SANITARY SEWER MANHOLE RIM = 4923.47 INV. IN = 4910.68 (N) INV. OUT = 4910.55 (S) DEMO EXISTING IRRIGATION CONTROL BOX (TYP.) EXISTING IRRIGATION TAP & METER PIT. SEE IRRIGATION PLANS FOR DETAILS 57' ± OF EXISTING SIDEWALK DEMO 88' ± OF EXISTING SIDEWALK EXISTING VERTICAL PIPE DEMO EXISTING VERTICAL PIPE TRILBY ROAD (ROW VARIES) PER KINARD JUNIOR HIGH SCHOOL MLD (05-S2463) LOT 1 KINARD JUNIOR HIGH SCHOOL MLD (05-S2463)ZIEGLER ROAD (ROW VARIES)PER FOSSIL LAKE PUD FIRST FILING & KECHTERFARM PLANNED LAND DIVISION - FILING 1FOSSIL LAKE PUD FIRST FILINGTRILBY ROAD (ROW VARIES) PER FOSSIL LAKE PUD FIRST FILING TRILBY ROAD (ROW VARIES) PER FOSSIL LAKE PUD FIRST FILING OUTLOT B FOSSIL LAKE PUD FIRST FILING LOT 12 K E C H T E R F A R M P L A N N E D L A N D D I V I S I O N FI L I N G 1 LOT 13 LOT 14 T R A C T N LOT 3 KECHTER FARM MLD #13-S3150 LOT 11 EXISTING STORM MANHOLE RIM = 4921.12 INV. IN = 4917.61 (S) INV. OUT = 4917.45 (N) EXISTING FIRE HYDRANT EXISTING 24" WATER LINE EXISTING STORM MANHOLE RIM=4921.40 INV IN=4916.20 (NW) 6" PVC INV IN=4916.24 (SW) 10" PLASTIC INV OUT=4916.07 (S) TOP=4917.38 (N) 18" RCP CONC. PLUG AT FL (N & S); NO MH NORTH, PIPING SOUTH OF MH INACTIVE/ABANDONED EXISTING 12" PVC WATER LINE SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 EX1 DEMOLITION PLANEXISTING CONDITIONS &3 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: NOTES: EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING CABLE CTV EXISTING FIBER OPTIC FO 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 ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. EXISTING OVERHEAD UTILITY OHE EXISTING ASPHALT TO BE REMOVED EXISTING IRRIGATION LINE IRR EXISTING CONCRETE TO BE REMOVED Original Field Survery: Northern Engineering Project No. 1124-006 Date: February 2, 2021 EXISTING TREES (TO BE TRANSPLANTED) TREE PROTECTION NOTES TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA. 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 VAULT F.O. D S FOFOFOFOFOFOX XXXXXXXXXFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOEAST TRILBY ROAD ZIEGLER ROADD H2OHYD D DGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGEE E E E E E E E E E E E E E E E E EEEEEEEESSS SSSSSSS SSSSSSS SSSSS S SSSSEVAULT ELEC VAULT ELEC VAULT ELEC EEEE E E E E E E EE E EET T ES E E E EM E E E E E EEEEE E E E E E E E E E E E E EEEEE EE EEE SANITARY SEWER A(W) (PRIVATE) SEE THIS SHEET SANITARY SEWER A(E) (PRIVATE) SEE THIS SHEET STORM DRAIN A SEE SHEET ST1 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A2 SEE SHEET ST3 STORM DRAIN A(S)-1 SEE SHEET ST2 STORM DRAIN A2-5.1 SEE SHEET ST4 SANITARY SEWER A3 (PRIVATE) SEE THIS SHEET 4" SANITARY SERVICE (TYP.) PROJECT BOUNDARY SSMH A1 STA 11+58.06 N: 100315.46 E: 209958.74 SSMH A3 STA 13+31.82 N: 100351.70 E: 210096.46 SSMH A6 STA 17+68.86 N: 100344.86 E: 210495.56 SSMH A4 STA 14+40.59 N: 100288.62 E: 210185.07 SSMH A2 STA 12+71.80 N: 100386.51 E: 210047.56 SSMH A5 STA 15+38.40 N: 100344.86 E: 210265.09 EX_SSMH A CONNECT TO EXISTING SSMH STA 10+00.00 N: 100165.68 E: 210009.24 158.06 LF 8" PVC @ 0.93%113.74 LF 8" PVC @ 0.92% 60.02 LF 6" PVC @ 1.00% 108.77 LF 6" PVC @ 1.00% 97.81 LF 6" PVC @ 1.00% 230.46 LF 6" PVC @ 1.00% 18.72 LF 6" PVC @ 1.00% 63.11 LF 6" PVC @ 1.00% SAN CLEANOUT A3-2 STA 10+81.84 N: 100414.81 E: 210115.18 STORM DRAIN A(S) SEE SHEET ST2 WATER LINE A SEE SHEET OU1 FIRE HYDRANT ASSEMBLY WATER LINE A SEE SHEET OU1 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 STREET A 24' - SAN CLEANOUT A3-1 STA 10+18.72 N: 100351.70 E: 210115.18 27' UTILITY EASEMENT SSMH A7 STA 18+08.28 N: 100316.99 E: 210523.42 39.41 LF 6" PVC @ 1.00% STORM DRAIN A2-5 SEE SHEET ST4 STORM DRAIN A2-2 SEE SHEET ST4 TRACT A PA, EA, D, & UE TRACT B PA, EA, & DE GROUNDWATER BARRIER (TYP.) 4905 4910 4915 4920 4925 4930 4935 4940 4945 4905 4910 4915 4920 4925 4930 4935 4940 4945 9+50 10+00 11+00 12+00 13+00 14+00EX_SSMH ASTA 10+00.00RIM 4923.5±INV. IN 4910.68 (N)INV. OUT 4910.55 (S)158.06 LF 8" PVC @ 0.9 3 %SSMH A1STA 11+58.06RIM 4927.2±INV. IN 4912.35 (NE)INV. OUT 4912.15 (S)113.74 LF 8" PVC @ 0.9 2 %SSMH A2STA 12+71.80RIM 4925.6±INV. IN 4913.56 (SE)INV. OUT 4913.40 (SW)60.02 LF 6" PVC @ 1.00%SSMH A3STA 13+31.82RIM 4925.6±INV. IN 4914.16 (SE)INV. IN 4914.16 (E)INV. OUT 4914.16 (NW)108.77 LF 6" PVC @ 1.00% EXISTING GROUND PROPOSED GROUND GROUNDWATER BARRIER (TYP.) 4905 4910 4915 4920 4925 4930 4935 4940 4945 4905 4910 4915 4920 4925 4930 4935 4940 4945 9+50 10+00 11+00 11+50 18.72 LF 6" PVC @ 1.00% 63.11 LF 6" PVC @ 1.00%SAN CLEANOUT A3-2STA 10+81.84RIM 4915.5±INV. OUT 4914.98 (S)SSMH A3STA 10+00.00RIM 4925.6±INV. IN 4914.16 (SE)INV. IN 4914.16 (E)INV. OUT 4914.16 (NW)SAN CLEANOUT A3-1STA 10+18.72RIM 4914.9±INV. IN 4914.35 (N)INV. OUT 4914.35 (W)PROPOSED GROUND EXISTING GROUND GROUNDWATER BARRIER (TYP.) SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 SS1 PLAN & PROFILESANITARY LINE A(W), & A36 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 PROFILE SCALE: SANITARY LINE A(W) (PRIVATE)STAMATCH LINESEE SHEET14+00SS2KEYMAP E. TRILBY ROAD ZIEGLER ROADEXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 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 ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE SANITARY LINE A3 (PRIVATE) PROFILE SCALE:LINEMAT C H STA14+00SS1 SS2 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 D3 DETAILSWATER18 SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27ROWROWROWROWROWROWROWROWAll changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT 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