HomeMy WebLinkAboutTHE SAVOY - PDP210019 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (4)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
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REVIEW SE
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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
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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