HomeMy WebLinkAboutWILLOX FARM - PDP220008 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (2)UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE
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XXSSMH A2STA 10+80.25N: 137039.62E: 192347.11SSMH A8STA 21+72.19N: 137946.83E: 191872.72SSMH A7STA 20+52.46N: 137827.21E: 191867.69SSMH A6STA 18+74.16N: 137695.95E: 191988.36SSMH A5STA 16+63.24N: 137485.22E: 191979.50SSMH A1STA 10+52.28N: 137039.43E: 192375.08SSMH A4STA 15+82.36N: 137409.26E: 192007.29EX SSMH ASTA 10+00.00N: 137014.98E: 192421.2952.28 LF 12" PVC @ 1.55%27.97 LF12" PVC@ 0.22%80.89 LF 12" PVC @ 0.22%210.92 LF12" PVC@ 0.22%178.30 LF 12" PVC @ 0.22%119.73 LF12" PVC@ 0.22%196.55 LF12" PVC@ 0.22%246.27 LF 12" PVC @ 0.22%255.83 LF 12" PVC @ 0.22%SSMH A3STA 13+26.52N: 137220.92E: 192180.444960496549704975498049854990499550004960496549704975498049854990499550009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+00SSMH A6STA 18+74.16RIM 4981.6±INV. IN 4977.92 (NW)INV. OUT 4977.72 (S)SSMH A5STA 16+63.24RIM 4979.8±INV. IN 4977.25 (N)INV. OUT 4977.05 (S)
SSMH A1
STA 10+52.28
RIM 4980.4±
INV. IN 4975.11 (W)
INV. OUT 4974.54 (SE)
SSMH A4
STA 15+82.36
RIM 4980.9±
INV. IN 4976.88 (N)
INV. OUT 4976.68 (SE)
EX SSMH A
STA 10+00.00
RIM 4979.4±
INV. IN 4973.73 (NW)52.28 LF 12" PVC @ 1.55%27.97 LF 12" PVC @ 0.22%246.27 LF 12" PVC @ 0.22%80.89 LF 12" PVC @ 0.22%210.92 LF 12" PVC @ 0.22%SSMH A2
STA 10+80.25
RIM 4980.3±
INV. IN 4975.37 (NW)
INV. OUT 4975.17 (E)
SSMH A3
STA 13+26.52
RIM 4980.8±
INV. IN 4976.11 (NW)
INV. OUT 4975.91 (SE)255.83 LF 12" PVC @ 0.22%EXISTINGGROUNDPROPOSEDGROUNDSANITARY PIPE TO BE ENCASED INAREA OF CROSSINGS WITHLESS THAN 18" CLEARANCE14" PVC WATERSTA.=10+66.58INV.=4966.3830" RCPSTA.=10+41.99INV.=4969.438" PVC STORMSTA.=11+62.51INV.=4977.168" PVC STORMSTA.=11+66.70INV.=4977.1536" AB WATERSTA.=10+93.85TOP=4974.99SheetWILLOX FARM 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
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of 37SS1PLAN & PROFILE
SANITARY LINE A10CALL 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.CallRKEYMAPT
C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREET( IN FEET )1 inch = ft.Feet0505050100150SS1SS2PROFILE SCALE:LINEMATCH STA19+00
SANITARY LINE ASTAMATCH LINE SEE SHEET 19+00SS2
EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE CITY OF FORT COLLINS, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM 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.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICENORTH
UD UD UD UDUGE UGE UGEUGEUGEUGEUGEUGE
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X XXXSSMH A14STA 32+65.15N: 138643.03E: 191770.46SSMH A12STA 29+21.14N: 138616.64E: 192103.68SSMH A13STA ???N: 138640.94E: 192081.71SSMH A11STA 27+09.92N: 138405.43E: 192102.50SSMH A10STA 25+16.30N: 138272.53E: 191961.69SSMH A9STA 23+68.74N: 138125.10E: 191955.49SSMH A8STA 21+72.19N: 137946.83E: 191872.72SSMH A7STA 20+52.46N: 137827.21E: 191867.69SSMH A6STA 18+74.16N: 137695.95E: 191988.36210.92 LF12" PVC@ 0.22%1
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2%119.73 LF12" PVC@ 0.22%196.55 LF12" PVC@ 0.22%147.56 LF12" PVC@ 0.22%193.62 LF12" PVC@ 0.22%211.22 LF12" PVC@ 0.22%311.26 LF 12" PVC @ 0.25%312.01 LF 12" PVC @ 0.25%32.75 LF12" PVC@ 0.22%450.44 LF 12" PVC @ 0.30%49654970497549804985499049955000500549654970497549804985499049955000500518+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+00178.30 LF 12" PVC @ 0.22%119.73 LF 12" PVC @ 0.22%196.55 LF 12" PVC @ 0.22%147.56 LF 12" PVC @ 0.22%193.62 LF 12" PVC @ 0.22%211.22 LF 12" PVC @ 0.22%32.75 LF12" PVC@ 0.22%SSMH A12STA 29+21.14RIM 4987.2±INV. IN 4981.42 (NW)INV. OUT 4981.22 (S)SSMH A13STA ???RIM 4987.0±INV. IN 4982.17 (N)INV. IN 4981.69 (W)INV. OUT 4981.49 (SE)SSMH A11STA 27+09.92RIM 4985.8±INV. IN 4980.76 (N)INV. OUT 4980.56 (SW)
SSMH A10
STA 25+16.30
RIM 4984.7±
INV. IN 4980.13 (NE)
INV. OUT 4979.93 (S)
SSMH A9
STA 23+68.74
RIM 4984.1±
INV. IN 4979.61 (N)
INV. OUT 4979.41 (SW)
SSMH A8
STA 21+72.19
RIM 4983.5±
INV. IN 4978.97 (NE)
INV. OUT 4978.77 (S)
SSMH A7
STA 20+52.46
RIM 4982.9±
INV. IN 4978.51 (N)
INV. OUT 4978.31 (SE)
SSMH A6
STA 18+74.16
RIM 4981.6±
INV. IN 4977.92 (NW)
INV. OUT 4977.72 (S)EXISTINGGROUNDPROPOSEDGROUND18"MIN.8" PVC WATERSTA.=29+07.00INV.=4979.11SheetWILLOX FARM 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
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of 37SS2PLAN & PROFILE
SANITARY LINE A11CALL 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.CallRKEYMAPT
C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREET( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINEMATCHSTA19+00SANITARY LINE ASTAMATCH LINE SEE SHEET 19+00SS2
EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE CITY OF FORT COLLINS, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM 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.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICESS1SS2NORTH
49654970497549804985499049955000500549654970497549804985499049955000500521+5022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0031+508" PVC8" PVC8" PVC8" PVC8" PVCSTA. 22+12.7
0.2° DEFLECTION
T.O.P.=4978.60
STA. 24+09.3
0.3° DEFLECTION
T.O.P.=4979.48
STA. 29+50.40.7° DEFLECTIONT.O.P.=4979.77STA. 30+44.144.8° DEFLECTIONT.O.P.=4980.44STA. 30+46.245.0° DEFLECTIONT.O.P.=4982.50
STA. 22+12.70
22.50° BEND
T.O.P.=4978.60
STA. 25+54.74
45.00° BEND
T.O.P.=4980.94
STA. 27+48.57
45.00° BEND
T.O.P.=4981.39
STA. 29+39.8345.00° BENDT.O.P.=4979.82 STA. 30+30.598"x8" TEE w/TB2 - 8" GV (E, S)1 - 8"x6" REDUCER (S)1 - FH ASSEMBLY (S)T.O.P.=4980.35
STA. 23+50.00
1 - 8" GV (ISOLATION VALVE)
T.O.P.=4979.22
STA. 24+09.25
22.50° BEND
T.O.P.=4979.48
STA. 29+50.37BEGIN WATERLINE LOWERINGT.O.P.=4979.77STA. 29+94.1345.00° BENDT.O.P.=4980.09STA. 30+46.18END WATERLINE LOWERINGT.O.P.=4982.50 STA. 30+50.598"x8" TEE w/TB2 - 8" GV (W, E)T.O.P.=4982.50
121.0' DEF.STA. 26+19.90
T.O.P.=4981.59
STA. 27+40.93
T.O.P.=4981.48
(@ 0.2°)37.3' DEF.STA. 28+28.16T.O.P.=4980.45STA. 28+65.47T.O.P.=4980.14(@ 0.2°)15" HDPE STORMSTA.=28+10.51INV.=4983.85EXISTINGGROUNDPROPOSEDGROUND12" PVC SANITARYSTA.=30+40.59INV.=4981.8012" PVC SANITARYSTA.=29+54.11INV.=4981.1918"18"XXXXXXXXXXXXXXXXXX
X XXXXSAINT FRANCIS STREET UD UD UD UD1
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"W113.59 LF 8" PVCN02°24'24"E145.49 LF 8" PVCN02°24'24"E193.83 LF 8" PVCN46°39'24"E191.26 LF 8" PVCN00°21'01"ESTA. 20+99.1145.00° BEND w/ TBN:137830.93E:191877.85STA. 22+12.7022.50° BEND w/ TBN:137944.42E:191882.62STA. 25+54.7445.00° BEND w/ TBN:138268.05E:191971.51STA. 27+48.5745.00° BEND w/ TBN:138401.09E:192112.47STA. 29+39.8345.00° BEND w/ TBN:138592.35E:192113.64STA. 30+30.598"x8" TEE w/ TB2 - 8" GV (S, E)1 - 8"x6" REDUCER (S)1 - FH ASSEMBLY (S)N:138631.22E:192039.0136.46 LF 8" PVCN89°36'54"W133.07 LF 8" PVCN02°24'24"ESTA. 19+20.8145.00° BEND w/ TBN:137699.67E:191998.53STA. 17+87.741 - 8" GV (ISOLATION VALVE)N:137566.72E:191992.94STA. 23+50.001 - 8" GV (ISOLATION VALVE)N:138068.95E:191940.45STA. 24+09.2522.50° BEND w/ TBN:138122.69E:191965.40137.30 LF 8" PVCN24°54'24"E59.25 LF 8" PVCN24°54'24"ESAINT THERESE STREETSAINT JEROME STREETLOT 11LOT 10LOT 13LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7TRACT ADE/UE/AETRACT DLOT 3LOT 8LOT 10LOT 9LOT 7LOT 1LOT 2LOT 4LOT 14LOT 12BLOCK 3BLOCK 6BLOCK 2PROPERTYBOUNDARYSTORM DRAINLINE (TYP.)PROPOSED 12" PVCSANITARY LINEPROPOSED 12" PVCSANITARY LINEPROPOSED 8" PVCWATER LINE57'ROW30'FL - FLSTA. 29+50.37BEGIN WATERLINE LOWERINGN:138599.85E:192106.23STA. 29+94.1345.00° BEND w/ TBN:138630.98E:192075.48STA. 30+46.18END WATERLINE LOWERINGN:138646.81E:192039.12STA. 30+50.598"x8" TEE w/TB2 - 8" GV (W, E)N:138651.22E:192039.1543.76 LF 8" PVCN44°38'59"W10.54 LF 8" PVCN44°38'59"W15.59 LF 8" PVCN00°23'06"EPROFILE SCALE:WATER LINE ASTAMATCH LINE SEE SHEET 21+50WT1
KEYMAPT
C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETCALL 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.CallRSheetWILLOX FARM 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
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of 37WT2PLAN & PROFILE
WATER LINE A13 ( IN FEET )1 inch = ft.Feet0505050100150NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES, WATER &WASTE WATER DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIRSTANDARDS.10.ALL WATER SERVICES SHALL BE 34" UNLESS OTHERWISE NOTED.EXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVLINE
MATCH STA
21+50
NORTHWT1WT2