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HomeMy WebLinkAboutTHE SAVOY - FDP230012 - DOCUMENT MARKUPS - ROUND 1 - UTILITY PLANS (2)SheetTHE SAVOY 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 CO N S T R U C T I O N REVIEW SE T E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 12CS1COVER STEET1 Northern EngineeringProject No. 514-003Date: July 28, 2021SEPTEMBER 2022CONTACT INFORMATIONPROJECT TEAM:VICINITY MAPNORTHCity of Fort Collins Benchmark 7-01NORTH SIDE OF HARMONY ROAD ON AN IRRIGATION STRUCTURE APPROX 100 FT.WEST OF THE WEST CURB LINE OF THE EAST ENTRANCE TO H.P.ELEV.=4941.52City of Fort Collins Benchmark 7-070.5 MILES SOUTH OF HARMONY RD. AND STRAUSS CABIN RD., ON THE WEST SIDEOF STRAUSS CABIN RD., ON THE NORTHWEST WINGWALL OF THE BRIDGE OVERAN IRRIGATION CANAL ON A LARIMER COUNTY CAP.ELEV.=4879.16Please Note: This plan set is using NAVD88 for a vertical datum. Surroundingdevelopments have used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is required for any purpose, the following equation should beused: NGVD29 Unadjusted = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the East line of Tract A, Brookfield First Replat as bearing South01° 23' 27" West.PROJECT BENCHMARKS:THE SAVOYPROJECT TEAM:Steve AllenHenry Design Group1501 Wazee St. Suite 1CDenver, Colorado 80202(303) 446-2368Milestone DevelopmentKen Kikenr1225 17th St Unit 29Denver, CO 80202(303) 298-7270Northern Engineering Services, Inc.Blaine Mathisen, PE301 North Howes Street, Suite 100Fort Collins, Colorado 80521(970) 221-4158LANDSCAPE ARCHITECTOWNER/APPLICANTSITE ENGINEERSHEET INDEXA REPLAT OF TRACT A, BROOKFIELD FIRST REPLAT, LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH,RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADOORIGINAL FIELD SURVEY BY:Northern Engineering Services, Inc.Bob Tessely, PLS301 North Howes Street, Suite 100Fort Collins, Colorado 80521(970) 221-4158SITE SURVEYOR1CS1COVER SHEET2CS2GENERAL & CONSTRUCTION NOTES3CS3EROSION CONTROL NOTES3EX1EXISTING CONDITIONS & DEMOLITION PLAN5HC1HORIZONTAL CONTROL PLANUTILITY SHEETS6U1UTILITY PLANGRADING SHEETS7-10G1-G4GRADING PLANSROADWAY SHEETS11R1LE FEVER DRIVE PLAN & PROFILEDRAINAGE SHEETS12 DR1 DRAINAGE EXHIBITPRELIMINARY UTILITY PLANS FOREarth Engineering Consultants, LLC"Geologic and Preliminary Geotechnical Investigation - The Savoy"Fort Collins, ColoradoEEC Project No. = FC10152-115Date: November 17, 2021SUBSURFACE EXPLORATION BY:ENGINEERNGIEHTRONRNENGINEERNGIEHTRONRNCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRCity of Fort Collins, COUTILITY PLAN APPROVALAPPROVED:CITY ENGINEER,APPROVED SHEETSDATEAPPROVED:WATER & WASTEWATER UTILITY,APPROVED SHEETSDATEAPPROVED:STORMWATER UTILITY,APPROVED SHEETSDATEAPPROVED:PARK PLANNING & DEVELOPMENT,APPROVED SHEETSDATEAPPROVED:TRAFFIC OPERATIONS,APPROVED SHEETSDATEAPPROVED:ENVIRONMENTAL PLANNER,APPROVED SHEETSDATEGAS-----------------Xcel Energy-----------------------------Stephanie Rich(970) 225-7828ELECTRIC--------City of Fort Collins Light & Power-- Rob Irish(970) 224-6167CABLE-------------Xfinity--------------------------------------Don Kapperman(970) 567-0245TELECOM.--------Centurylink-------------------------------Bill Johnson(970) 490-7501WATER------------City of Fort Collins Utilities-----------Heidi Hansen(970) 221-6339WASTEWATER-South Fort Collins Sanitation--------TBDSTORMWATER-City of Fort Collins Utilities-----------Heidi Hansen(970) 221-6339UTILITY CONTACT LIST: *UTILITY COMPANY* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility forthe accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility forlocating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center ofColorado (UNCC) at 811 for additional information.PHONE NUMBER** The underground utility locates are based upon the best available information at the time of locating.Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions ofdata shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities priorto construction, and notify the Engineer of any discrepancies found.I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, INACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES,RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN. REVISIONS, AND RECORDCONDITIONS THAT I HAVE NOTED ON THESE PLANS.THESE PLANS HAVE BEEN REVIEWED BY THE CITY OF FORT COLLINS FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLYRESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE CITY OF FORT COLLINS ENGINEER, OR THE CITY OF FORT COLLINSFOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THATQUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED FORANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE CITY OF FORT COLLINS FOR ADDITIONAL QUANTITIESOF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE.DISCLAIMER STATEMENT:CERTIFICATION STATEMENT:SITEI-25 HARMONY ROADZIEGLER ROADKECHTER ROADSTRAUSS CABIN RD.Adam KantoKephart2555 Walnut StDenver, Colorado 80205(303) 832-4474BUILDING ARCHITECT7'7'PARK37' ROADWAY53' ROW (MIN.)UTIL.ESMT.9'(MIN.)PKWY6'WALK(MIN)4.5'INSETPARK9'5.5'WALKFROM UTIL.ESMT.8.5'PKWY23'TRAVEL7'PARK7'BUMP-OUTLANDSCAPE30' ROADWAY53' ROW (MIN.)(MIN)WALK5.5'UTIL.ESMT.9'(MIN.)PKWY6'WALK(MIN)4.5'9'UTIL.ESMT.8.5'PKWY30' SETBACK (MAX)23'TRAVELNOTE: NO MORE THAN 3 (23' X 7') PARKING SPACESSHALL BE IN A ROW PRIOR TO LANDSCAPE BUMP-OUTBROOKFIELD DRIVE AND PRECISION DRIVE ATINSET PARKING(53' ROW MIN)BROOKFIELD DRIVE AND PRECISION DRIVE ATLANDSCAPE BUMP-OUTS(53' ROW MIN)10'TRAVEL8'PARK8.5'(MIN.)PKWY36' ROADWAY63' ROW (MIN.)(MIN)WALK5'UTIL.ESMT.9'(MIN.)PKWY13.5'9'UTIL.ESMT.CONNECTOR LOCAL STREET(63' ROW)CUSTOM TYPICAL SECTION WITH 4' OFDEDICATED ROW(73' ROW)PRECISION DRIVEBROOKFIELD DRIVEPRECISION DRIVEBROOKFIELD DRIVELE FEVER DRIVECINQUEFOIL LANE7'PARK8.5'49.5' FL TO FLEX. 72.5' ROWUTIL.ESMT.9'(MIN.)PKWY8.5'WALK(MIN)5'9'UTIL.ESMT.5'BIKE7'PARK5'BIKE12.75'TRAVELLANE12.75'TRAVELLANE(MIN.)PKWYWALK5'DEDICATED ROW4'10'TRAVEL8'PARKAll changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District Engineer DateSOUTH FORT COLLINSSANITATION DISTRICTCINQUEFOIL LANEROCK CREEK DR.EXISTINGPROPOSEDEXISTING76.5' ROW E TFTFTFGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G GGGGGGGGSS S S SU D W F WFW E E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E E E E ETFW TFTFETFTFTFEVWF6" W6" W6" W6" W FW8" SS 8" SS 8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SSSSWW FSSF W ISSSFWE E E E E E E E E E E E E E E EGGGGGGGGGGGG EEEEEGGGGEEEUDMONITORIN G WE L LTRAFFIC RA T ED FFELEC ELEC BUILDING 2 BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8SUITES &MAIL LOUNGEBUILDING 3BUILDING 1 S S S S S S S H2O S XXXXW W W W W WWWTTTTT TT T T T T T T T T T T TT T H2OGAS GGGAS EVAULT ELEC W W SSSSSS8" W8" W8" W SSSSV.P. S SWWFFDCFFDC EEG G G GG8" W8" W8" W8" W15" SS 15" SS 15" SS 15" SS E E E E 12" SS12" SS12" SS12" SS12" SS12" SSH2O H2O H2O H2O H2O 8" W8" W8" W8" W12" SS12" SS12" SS12" SS12" SS12" SSH2O D D D8" W8" W8" W8" W8" W8" W8" W8" WS SEEEEEE EEEEEWWWWWWWWWWWWWW W W W W W W W W W W W W WWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS G CTV EE D D D D DD D DD D D HY DH2OVENT HY DHY DHY D HY D S S S S S S S S S S GAS GAS GAS E ELEC F.O. C.O. C.O. F.O. PRECISION DRIVE BROOKFIELD DRIVELE FEVER DRIVE CINQUEFOIL LANEUNPLATTED PARCEL K - HARMONY TECHNOLOGY PARK OWNER: IMAGO ENTERPRISES INC.BSP VIBE LLC,3701 LE FEVER DR,FORT COLLINSMORNINGSIDE VILLAGE CONDOS SUPP 24, 3902 PRECISION DR 6A-6E FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 25, 4914 BROOKFIELD DR 5A-5E FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 29, 4862 BROOKFIELD DR 3A-3E FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 28, 3903 LE FEVER DR 1A-1E FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 26, 4902 BROOKFIELD DR 4A-4H FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 21, 3839 PRECISION DR14A-14E FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 22, 3839 PRECISION DR 8A-8E FORT COLLINS MOUNTAIN VIEW TERRA VIDA LLC, 3707 PRECISION DR, FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP 10, 3903 PRECISION DR A-E FORT COLLINS VARIOUS OWNERS, 3827 PRECISION DR A-F FORT COLLINS VARIOUS OWNERS, 3815 PRECISION DR A-F FORT COLLINS 150.15 LF 6" PVC S00°30'58"W 78.00 LF 6" PVC S89°30'07"E 5.05 LF 6" PVC S00°30'53"W STORM DRAIN STORM DRAIN STORM DRAIN STORM DRAIN SANITARY MH SANITARY SEWER SERVICE (TYP.) EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT RELOCATED FIRE HYDRANT EXISTING FIRE HYDRANT OUTLET GAS LINE (TYP.) FIRE HYDRANT RAIN GARDEN OVERFLOW OUTFALL EXISTING ODP POND RAIN GARDEN RELOCATED TRANSFORMER TO BELOW GROUND VAULT INLET (TYP.) INLET INLET SAND OIL INTERCEPTOR INLET INLET EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT (TYP.) EXISTING 8" STUB TO BE USED AS SANITARY SERVICE CONNECTION EXISTING 8" STUB TO BE USED AS SANITARY SERVICE CONNECTION EX. 15' TYPE R RIM: 4901.18 INV OUT: 4894.95 (S) INV IN: 4894.95 (NW) EX. INLET GRATE: 4906.23 INV OUT: 4902.21 (E) EX. INLET GRATE: 4906.36 INV OUT: 4902.08 (W) EX. STORM MH RIM=4904.31 INV IN=4897.38 (N) INV OUT=4897.31 (E) BTM=4897.31 EX. STORM MH RIM=4902.70 INV IN=4895.77 (W) INV OUT=4895.65 (E) EX. STORM MH RIM=4900.70 INV=4894.59 (N) INV=4894.54 (W, E, S) GRATE=4906.69 INV=4900.49 (E) EX. STORM MH RIM=4907.68 INV IN=4900.28 (W) INV OUT=4900.04 (N) EX. STORM MH RIM=4907.12 INV IN=4901.75 (W) INV IN=4901.88 (E) INV IN=4898.64 (S) INV OUT=4898.76 (N) EX. STORM MH RIM=4908.77 INV IN=4897.83 (W) 24" RCP INV IN=4897.77 (S) INV OUT=4897.72 (N) EX. 24" RCP @ 0.37% EX. 6" PVC EX. SAN MH RIM=4903.79 INV IN=4891.53 (E) INV OUT=4891.15 (S) EX. SAN MH RIM=4902.41 INV IN=4890.08 (N) INV OUT=4889.88 (S)EX. 12" PVC @ 0.40%EX. SAN MH RIM=4901.24 INV IN=4888.89 (N) INV IN=4888.84 (E) INV OUT=4888.70 (S)EX. 12" PVC @ 0.36%EX. 12" PVCEX. SAN MH RIM=4902.30 INV IN=4893.07 (S) INV OUT=4891.92 (W) EX. SAN MH RIM=4904.34 INV IN=4890.44 (E) INV IN=4890.30 (N) INV OUT=4890.13 (W)EX. SAN MH RIM=4904.96 INV IN=4889.82 (E) INV IN=4889.64 (W) INV IN=4889.44 (N) INV OUT=4889.07 (S)EX. 12" PVCEX. SAN MH RIM=4904.68 EX. SAN MH RIM=4908.06 INV IN=4891.57 (N) INV IN=4892.01 (E) INV OUT=4891.53 (S)EX. 12" PVC @ 0.61%EX. SAN MH RIM=4908.54 INV IN=4893.58 (N) INV OUT=4893.45 (S)EX. 12" PVC @ 0.67%EX. 12" PVC EX. 12" DIP @ 0.41% EX. 48" RCP @ 0.53%EX. 215.3 LF 24" RCP @ 0.50%EX. 48" RCP @ 0.38% EX. 8" PVC WATEREX. 12" PVC WATEREX. 8" PVC WATEREX. 8" PVC WATER EX. 15' TYPE R RIM: 4901.06 INV: 4894.93 (N) EX. 42" RCP 38"X60" ELLIP. RCP DRAINAGE EASEMENTTIE PROPOSED GAS LINE INTO EXISTING GAS LINE TIE PROPOSED GAS LINE INTO EXISTING GAS LINE 2" WATER SERVICE TAP N:105837.81 E:214344.12 6" FIRE SERVICE 1 - 6" GV N:105837.70 E:214349.12EX. 12" PVCEX. 48" RCP EX. 42" RCP EX. 8" PVC 8"x6" TEE w/ G.V. (S & E) N:106427.36 E:214517.00 2" WATER SERVICE TAP N:106272.12 E:214525.60 EX. 36" RCP (CONTRACTOR TO LOCATE PRIOR TO RAIN GARDEN INSTALLATION) 2" WATER SERVICE TAP N:105828.43 E:214719.70 6" FIRE SERVICE 1 - 6" GV N:105828.32 E:214724.70 8" SANITARY SEWER EXISTING 8" STUB TO BE USED AS SANITARY SERVICE CONNECTION 6" FIRE SERVICE 1 - 6" GV N:106425.90 E:214752.99 OFFSITE STORM EASEMENT (BY SEPARATE DOCUMENT - WILL BE PROVIDED AT FDP ROUND 1) FOREBAY FOREBAY 1.5" IRRIGATION TAP N:106271.60 E:214585.27 2" WATER SERVICE TAP N:106370.66 E:214516.49 EX. STORM MH RIM=4904.75 INV IN=4897.83 (W) INV OUT=4897.88 (S) BTM=4897.83 GATE VALVE 6" FIRE SERVICE 1 - 6" GV N:106115.59 E:214136.89 6" FIRE SERVICE 1 - 6" GV N:105839.83 E:214268.91 2" WATER SERVICE TAP N:105839.94 E:214263.91 DRAINAGE EASEMENT SANITARY SEWER SERVICE (TYP.) 24' EMERGENCY ACCESS EASEMENT GAS METER (TYP.)9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT 9' UTILITY EASEMENT 2" WATER SERVICE TAP N:106271.56 E:214590.27 2" WATER SERVICE TAP N:106425.96 E:214742.99 2" WATER SERVICE TAP N:106095.62 E:214137.52 2" WATER SERVICE TAP N:106429.51 E:214371.32 6" FIRE SERVICE 1 - 6" GV N:106429.67 E:214362.10 SANITARY SEWER SERVICE (TYP.) 45° BEND N:106277.21 E:214515.65 45° BEND N:106272.17 E:214520.60 45° BEND N:106269.47 E:214600.58 45° BEND N:106271.49 E:214598.60 TRANSFORMER (TYP.) 6" FIRE SERVICE 1 - 6" GV N:106271.65 E:214580.27 30' EMERGENCY ACCESS AND UTILITY EASEMENT INLET (TYP.) LANDSCAPE DRAIN (TYP.) LANDSCAPE DRAIN (TYP.) LANDSCAPE DRAIN (TYP.) INLET INLET TIE IN TO EXISTING SANITARY SEWER 10' UTILITY EASEMENT 10' UTILITY EASEMENT24' EMERGENCY ACCESS EASEMENT 6" FIRE SERVICE 1 - 6" GV N:106272.08 E:214530.60 STORM DRAIN (TO BE USED FOR ROOF DRAIN CONNECTIONS) STORM DRAIN (TO BE USED FOR ROOF DRAIN CONNECTIONS) DRAINAGE EASEMENT STORM DRAIN (TYP.) 38 MC-4500 STORMTECH CHAMBERS 20' DRAINAGE EASEMENT WATER QUALITY BASIN w/ WEIR 10' UTILITY EASEMENT 10' UE UE UTILITY EASEMENT UTILITY EASEMENT 10' UE ELECTRIC VAULT ELECTRIC VAULT EXISTING STREET LIGHT (TYP.) STREET LIGHT STREET LIGHT SheetTHE SAVOYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 12 U1 UTILITY PLAN6 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 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 WATERLINE CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 2.ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS 4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND A MAXIMUM 5' OF COVER MEASURED FROM FINISHED GRADE TO TOP OF PIPE. 5.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. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 10.ALL WATER SERVICES SHALL BE 2" UNLESS OTHERWISE NOTED. ALL METER PITS AND CURB STOPS SHALL BE IN A 10' WIDE EASEMENT. 11.ALL FIRE SERVICES SHALL BE 6" UNLESS OTHERWISE NOTED. 12.ALL DRY UTILITIES SHOWN ARE STRICTLY FOR REFERENCE ONLY. REFER TO RESPECTIVE PLANS FOR DESIGN AND DETAILS. 13.PLAN AND PROFILES WILL BE PROVIDED FOR STORM DRAINS MAINS AND SANITARY SERVICE MAIN AT FIRST ROUND FDP. EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT ST W SS PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED UNDERDRAIN UD PROPOSED GAS G PROPOSED ELECTRIC E EXISTING ELECTRIC E FPROPOSED FIRE SERVICE PROPOSED GAS METER PROPOSED ELECTRIC METER IPROPOSED IRRIGATION SERVICE All 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 SOUTH FORT COLLINS SANITATION DISTRICT KEYMAP 24' ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 U1 / / / / / / / / BUILDING 2 BUILDING 4BUILDING 3UD UD UD UDMONITOR ING WE LLTRAFFIC RA TED BROOKFIELD DRIVEINLET INLET LE FEVER DRIVE SEE SHEET R1 36' FL-FL63' ROWINLET DURING CLOGGED CONDITION THIS INLET WILL OVERTOP AND FLOW EAST IN LE FEVER AND TURN THE CORNER AT BROOKFIELD AND AND DISCHARGE NORTH INTO THE EXISTING FIELD. DURING CLOGGED CONDITION THIS INLET WILL OVERTOP AND FLOW EAST IN LE FEVER AND TURN THE CORNER AT BROOKFIELD AND FLOW SOUTH TO EXISTING INLET AT NORTHWEST CORNER OF BROOKFIELD AND PRECISION. 9' UTILITY EASEMENT 9' UTILITY EASEMENT2.2% 2.2% 3.1% 2.5% 4. 2 %2. 7% 2.9 %2.5%2.4%3.0%4. 5%3.1%9.2%2.2%2.1%2.3%14.8% 6:1 6.0% 6.8%4.9%4.5%6.1%7.9% 12.0% 8.8%4.0%11.8%14.2%12.7%11.5%6.0% 3.1% 4.8%1.0%1.1%0.6% 1.0% 1.0%0.9%1.0%1.5%0.9%0.7%0.5%0.5%0.5%0.6%0.9%0.6% 1.0%2.4%24' EMERGENCY ACCESS EASEMENT 30' EMERGENCY ACCESS AND UTILITY EASEMENT DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 2.1% 2.1% 2.2 % 10' UTILITY EASEMENT 10' UE 10' UE 10' UE 10' UE 8.048.048.0 4 8.048.048.046.656.62 6.35 6.3 1 6.08 6.047.417.417.417.415.775.8 4 6.06 6.064.124.323.633.453.613.893.583.663.883.7 9 5.645.645.91 5.9 1 6.286. 2 86.546.546.756.757.107.106.246.686.626.166.266.766.76 6.264.194.8 64.033.794.313.935.8 7 5.346.165.515.97 7.016.836.176.226.957.027.286.747.056.476.436.077.477.546.54 6.547.375.86 6.046. 2 7 5.865.575.385.365.535.785.325.08 5.08 5. 3 1 6.174.985.605.174.423. 8 8 3.70 5.725.166.746.746.746.745.395.205.045.11 6. 7 6 6.7 6 6.266.265. 0 95.304.845.786.055.39 5.776.256.415.395.95 6.055.5 7 4.724.794. 4 7 3.75 3.7 94.794.00 4.03 4.774.234.364.973.82 3.09 3.003.663.332.6 1 2. 5 43.192. 8 5 2.135.595.745.755.705.672.09 FFE=7.41 FFE=6.065.744.63 5.704. 2 4 4.113.683.64 3.39 3.346.105. 7 4 3.71 3.643.383.31 3.9 8 3.293.462.7 7 3.002.312.82 6.50 6.626.336.20 6. 6 2 5.015.334.464.886.844. 8 9 4.607.607.606.237. 3 97.397.257.20 FFE=7.39 4.43FFE=8.04 5.55 4.83 3.27 3.1 1 2.78 2.30 2.6 46.394.804.845.125.167.277.257.077.044.646.866.844.624.974.995.065.086.746.746.746.746.54 6.327.397.398.558.538.517.393.234.364.866.066.065.164.794.66 4.53 5.88 5.32 4.86 5.60 5.78 3.146.226.376.673.426.015.70 FFE=8.73 53' ROW 30' FL-FL SheetTHE SAVOYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 12 G2 GRADING PLAN8 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 ) 1 inch = ft. Feet02020 20 40 60 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 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.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.REFER TO SHEET HC1 FOR CLARIFICATION ON SIDEWALK WIDTHS, GUTTER TYPE, RAMP TYPE, ETC. 6.REFER TO SHEET U1 FOR ADDITIONAL INFORMATION ON EXISTING AND PROPOSED UTILITY INFRASTRUCTURE SIZING. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: ST PROPOSED GRADE BREAK EXISTING CURB & GUTTER KEYMAP 24'MATCH LINE - SEE SHEET G1MATCH LINE - SEE SHEET G4 G1 G2 G3 G4 VAULT ELEC ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTD DD D DDSTBUILDING 4BUILDING 5 U D U D PRECISION DRIVE BROOKFIELD DRIVETRASH ENCLOSURE (SEE ARCHITECT PLANS) INLET INLET DRAINAGE EASEMENT 53' R.O.W 30'FL-FL53' R.O.W 30' FL-FL RAIN GARDEN FLAT AREA = 2,119 SQ. FT. RAIN GARDEN FOREBAY SIDEWALK CHASE 9' UTILITY EASEMENT9' UTILITY EASEMENT 3.3% 3.3 % 3. 0 % 3.1% 2.8%2.5% 2.2% 2.5%2.6%2.8%4.5%5.2% 19.4% 2.1% 2.2 %2.1%2.1%2.1%2.0%2.1%12.9%6:15:15:15:183:1 5.2% 6.0%1.9%10.2%8.6%0.7% 3.1% 4.8%4:15:1 6:1 1.0% 1.9% 0.6%0.6%3.1%2.1%0.7%1.8%0.7%0.6%0.4% 0.6% 0.6%0.4%0.4%0.5%SWALE 24' EMERGENCY ACCESS EASEMENT 10' UE 6.06 6.065.6 6 5.665.6 6 5.65 5. 6 65.664.124.324.62 4.66 4.843.713.764.514. 6 35.365. 4 76.386.17 6.05 5.856.3 5 6.225.735.5 1 5.49 6.135.515.515.004.924.21 4.16 3. 3 0 3. 0 5 2. 9 7 3.49 5.01 1.801.731.451.451. 8 8 1.9 1 1. 8 5 1. 4 0 2. 0 2 2.122. 6 02.652. 8 9 3.52 3.042.71 2. 8 3 2.41 1.465.242.37 2.25 2.98 4.123.513.403.884.3 0 3.7 2 4. 5 0 3.633.456.576.476.526.356. 3 6 5.86 5.726.545.505.606.086.244.634.874.8 64.033. 7 9 5.094.756.956.95 2.852.138.468.567. 5 7 7.387.267. 2 67.387. 6 1 6.52 2.253. 1 4 3.037.054.924.423.924.47 4.474. 0 9 4.594.704.865.017. 2 0 7.3 1 8. 4 6 7.157.2 0 7. 3 1 5.014.864.704. 6 0 4.294.054.094. 2 8 4.54 5.775.384.82 5. 0 5 4.043.914. 5 2 3.723. 8 9 4.094.204.05 4.663.974.533.784.504.393. 8 1 3.844.604.531.771.902.282.221.85 1.141.821.47 (0.88)(0.86)1.651.371.442. 1 7 1.942.021.1 1 1.171. 2 2 1.2898.5098.5098.5098.5098.50 98. 5 098.5098.5098.5098.50 98.5098.501.623.272.962.863.203.212. 9 5 2.773.684.212.09 2.751.841.771.532.65FFE=6.06 3.901.833.132.411.39 1.264.113.303.24(0.62)(0.71)(0 . 7 9 ) (0. 8 4 )5.015. 0 15.003.002. 3 1 1.621.782.82 4.00 5.305.8 3 5.255.582.782.474.8 2 4.345.001.781.884.60FFE=5.66 8.53 7.1 5 3.112.982.814.18 3.2 3 3.98 4.52 6.09 2.30 2.2 0 2.01 1.8 8 1.70 1.220.92 1.471.051.622.042. 3 6 2.193. 9 14.644.66 3.868.558.538.518.5 3 8.44 8.51 8. 5 5 5.165.00 3.406.586.406.526. 4 1 2.59 2.36 2.142.392.625.67 5. 6 7 5.67 5. 6 7 5.67 5. 6 7 5.015. 0 1 2.133.043.132.424.994. 9 9 2.67 3.413.50 4. 4 7 4.65 5.64 5. 6 45.145.32 5.64 5.646. 9 5 6.955.134.676. 9 5 6.954.493.854.6598.504.07 2.29 2.28 4.52 4.73 5.32 4.89 5.174.5 0 4.934.304.344.35 4.51 4.2 6 3.59 3.763.26 3.363.283.183.493.395.082.433.11 3. 8 34.414.824.944.82 4. 9 45.184.754.5 1 4. 3 54.263.973. 6 7 3. 8 3 4. 0 7 2.674.7 3 4.7 5 4.3 5 5.4 9 5.4 93.234.364. 8 6 4.664.534.604.423.983.833.146.974. 0 8 4. 2 1 3.42FFE=8.73 SheetTHE SAVOYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 12 G4 GRADING PLAN10 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 ) 1 inch = ft. Feet02020 20 40 60 KEYMAP 24' PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 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.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.REFER TO SHEET HC1 FOR CLARIFICATION ON SIDEWALK WIDTHS, GUTTER TYPE, RAMP TYPE, ETC. 6.REFER TO SHEET U1 FOR ADDITIONAL INFORMATION ON EXISTING AND PROPOSED UTILITY INFRASTRUCTURE SIZING. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: ST PROPOSED GRADE BREAK EXISTING CURB & GUTTER MATCH LINE - SEE SHEET G3MATCH LINE - SEE SHEET G2 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST BUILDING 2SUITES &MAIL LOUNGE30.68'BUILDING 3BUILDING 1 WF FDCEEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSTSTSTSTSTD H2OVENT HY DLE FEVER DRIVE CINQUEFOIL LANEBROOKFIELD DRIVESTORM DRAIN 5' SIDEWALK 5' SIDEWALK STORM INLET 8' CROSSPAN 30" VERTICAL CURB & GUTTER 36' FL-FL63' ROW9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT5' SIDEWALKR20' R20' R20' R20' 8' CROSSPAN 30' FL-FL EX. 53' ROW EX. 51' ROWEX. 30' FL-FL63' ROW36' FL-FLEX. 76' ROWEX. 50' FL-FLEX. 50' FL-FL 76' ROW STREET LIGHT 9' UTILITY EASEMENT PROPOSED 10' OFF-SITE EASEMENT BY SEPARATE DOCUMENT STREET LIGHT 24' EMERGENCY ACCESS AND UTILITY EASEMENT R20' R20' STOP SIGN STOP SIGNSTREET LIGHT 4895 4900 4905 4910 4915 4920 4925 4895 4900 4905 4910 4915 4920 4925 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 0.60% -0.89% 0.50%PVI STA = 10+00.00PVI ELEV = 4907.87PVI STA = 16+56.21PVI ELEV = 4905.0090.0' VC HP ELEV = 4908.04 HP STA = 10+46.10 PVI STA = 10+54.75 PVI ELEV = 4908.20 BVCS: 10+09.75BVCE: 4907.93EVCS: 10+99.75EVCE: 4907.80A.D. = 1.49 K = 60.58 90.0' VC LP ELEV = 4904.37 LP STA = 15+15.13 PVI STA = 15+02.61 PVI ELEV = 4904.23 BCVS: 14+57.61BVCE: 4904.63ECVS: 15+47.61EVCE: 4904.46A.D. = 1.39 K = 64.96 PROPOSED GRADE EXISTING GROUND 4907.874908.004908.034907.974907.804907.574907.354907.134906.914906.694906.474906.254906.034905.804905.584905.364905.144904.924904.704904.504904.394904.384904.474904.594904.724904.844904.97PROPOSED GRADE EXISTING GROUND R1 PLAN & PROFILELE FEVER DRIVE11 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 CENTERLINE LE FEVER DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) SheetTHE SAVOYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 12 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY 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.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS 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. 6.REFER TO SHEETS G1-G4 FOR INTERNAL SITE GRADING. 7.FLOWLINE PROFILES WILL BE PROVIDED AT FIRST ROUND FDP. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST PROPOSED STORM INLET EXISTING CURB & GUTTER KEYMAP 24' R1 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120