HomeMy WebLinkAboutKECHTER FARM MIXED-USE TOWNHOMES - FDP210021 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (2)KECHTER 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
AUGUST 2021
CONTACT
INFORMATION PROJECT
TEAM:VICINITY MAP NORTH
BENCHMARK: #1 NGS
A 409 (NAVD88)
Elevation=5039.43 Basis of Bearings The Basis of Bearings is the East line of the Southeast
Quarter of the Northeast Quarter of Section 8-6-68 as bearing North 00° 17' 16" East, and
monumented as
shown on the
Plat.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 (PRIVATE)7 SS2 SANITARY
LINE A (E) PLAN & PROFILE (PRIVATE)8
ST1 STORM DRAIN A PLAN & PROFILE 9 ST2 STORM DRAIN A(
S) & A(S)-1 PLAN & PROFILE 10
ST3 STROM DRAIN A2 PLAN & PROFILE 11 ST4 STORM DRAIN A2-2, A2-
5 & A2-
5.1 PLAN & PROFILE 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 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--Nate Ensley (970) 226-3104 WASTEWATER-Fort Collins-Loveland water
district--Chris Pletcher (970) 226-3104 STORMWATER-City of FortCollins
Utilities-----------
Shane Boyle (970) 221-6339PROJECT 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 COLORADOKnow
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
DateCityof
Fort
Collins,
Colorado
UTILITY
PLAN
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
CONTROLIRRCONTROL
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
XXXXXXXXXXFO
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 AND REPLACE EXISTING
6" SANITARY
LINE 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 =
49115.26 (S)INV. OUT =
4915.21 (N)
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
LOT12
KE
C
H
T
ERF
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 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
CALL
VAULT
F.O.
D
S
FOFOFOFOFOFOXXXXXXXXXXFO
FO
FO
FO
FO
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FOEAST TRILBY ROAD
ZIEGLER
ROADD
D
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DD
D GGGGGG G G G
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24'SANITARY SEWER A(W) (
PRIVATE)SEE SHEET
SS1 SANITARY SEWER A(E)
PRIVATE SEE SHEET
SS2 STORM DRAIN
A SEE SHEET
ST1 STORM DRAIN
A SEE SHEET
ST1 STORM DRAIN
A2 SEE SHEET
ST3 STORM DRAIN A(
S)SEE SHEET
ST2 STORM DRAIN A2-
2 SEE SHEET
ST4 SANITARY SEWER A3 (
PRIVATE)SEE SHEET
SS1 1.5" WATER
SERVICE METER (
TYP.)4" SANITARY SERVICE (
TYP.)CONNECT TO
EXISTING SANITARY SEWER
MANHOLE CONNECT TO
EXISTING 36" STORM
DRAIN PROJECT
BOUNDARY BUILDING
1 BUILDING
2 BUILDING
3 BUILDING
4BUILDING5BUILDING
6 34.60 LF 8"
PVC S44°59'50"
E 29.66 LF 8"
PVC S44°59'32"
E 130.23 LF 8"
PVC S89°59'58"
E 100.97 LF 8"
PVC S89°47'23"E159.48 LF 8" PVCS00°
00'00"ESTORM
DRAIN A2-5.1 SEE
SHEET ST4 STORM
DRAIN A(
S)-
1 SEE
SHEET
ST2 9'
UTILITY EASEMENT 9' UTILITY
EASEMENT GAS
LINE
SIZING
TO BE
DETERMINED)
GAS LINE ELECTRIC LINE
27' UTILITY EASEMENT
STA. 10+00.00
CONNECT TO EXISTING 8"x8" TAPPING
SLEEVE 8" TAPPING
VALVE w/ TB (
S)N:100517.77
E:210221.88
STA. 14+73.
32 45.00°
BEND N:100310.40
E:210515.88
STA. 15+67.
75 45.00°
BEND N:100224.65
E:210536.84
STA. 11+59.
48 45.00°
BEND N:100358.29
E:210221.88 STA. 13+
22.84 8"x6"
TEE w/ TB 1 -
FH ASSEMBLY (S)1 -
6" GV (S)
1 - 8" GV (
E)N:100334.86
E:210375.53
STA. 16+68.72
CONNECT TO EXISTING 8"x8" TAPPING
SLEEVE 8" TAPPING
VALVE w/ TB (W)N:100224.
28 E:210637.
81STORM
DRAIN
A2-
5
SEE SHEET
ST4 R15'R15'R15'
R14'TRACT
A PA, EA,
D, & UE TRACT
B PA, EA, &
DE ELECTRIC
METER FOR PRIVATE ALLEY
LIGHTING STREETLIGHT (TYP.)
STA. 11+92.
61 45.00°
BEND N:100334.86 E:
210245.31 33.13
LF 8" PVC S45°00'
00"E 64.77
LF 8" PVC S00°
00'25"W
STA. 15+38.
09 45.00°
BEND N:100245.62
E:210515.87
STA. 14+38.
72 45.00°
BEND N:100334.86 E:
210491.41 115.88
LF
8" PVC
S89°
59'
58"
E SheetKECHTER
FARM TOWNHOMESNOT FOR
CONSTRUCTIONREVIEW
SETof
27 OU1
OVERALL UTILITY PLAN5 NORTH IN FEET )
1 inch = ft.Feet04040 40 80 120
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 FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT
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 WATER CONSTRUCTION SHALL BE
PER FORT COLLINS-LOVELAND WATER DISTRICT DESIGN STANDARDS, LATEST EDITION, INCLUDING STANDARDS RELATED
TO THE WATER SERVICES UP TO 5' DOWN STREAM OF THE
METER PIT.3.ALL SEWER
CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION DISTRICT CONSTRUCTION SPECIFICATIONS, LATEST
EDITION.4.ALL
WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.5.ALL
WATERLINES SHALL HAVE A MINIMUM OF 5' AND
MAXIMUM OF 6' WATER LINE COVER FROM FINISHED GRADE TO TOP OF
PIPE.6.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.7.MAINTAIN 10' HORIZONTAL
AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY 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 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.
10.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.11.ALL WATER SERVICES SHALL BE 1.5" UNLESS OTHERWISE NOTED.12.
ALL WATER AND SEWER MAINS, WATER AND SEWER SERVICE LATERALS MUST BE
A MINIMUM 10'
FROM ALL
TREETRUNKSAND
5' FROM ALL
LIGHT POSTS EXISTING
LOT LINE EASEMENT
LINE SPROPOSED SEWER
SERVICE
WPROPOSED
WATER
SERVICE 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 W SS PROPOSED LOT
LINE
PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED
UNDERGROUND ELECTRIC VAULT VAULT ELEC CALL 2 BUSINESS
DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR
EXCAVATE
FOR THE MARKING
OF UNDERGROUND MEMBERUTILITIES.
CALL
UTILITY NOTIFICATION CENTER OF
VAULT
F.O.
D
S
FOFOFOFOFOFOXXXXXXXXXXFO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO FO FO FO FO
FOEAST TRILBY ROAD
ZIEGLER
ROADD
H2OHYD
D
D GGGGGG G G G
G
GGGGGGGGGGGGGGGGGGGGEE
E
E
E
E
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E E
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E
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E 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+5010+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), & A3 (PRIVATE)6 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
BERESPONSIBLEFOR
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,
VAULT
F.O.
D
S
FOFOFOFOFOFOXXXXXXXXXXFO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO FO FO FO FO
FOEAST TRILBY ROAD
ZIEGLER
ROADD
H2OHYD
D
D GGGGGG G G G
G
GGGGGGGGGGGGGGGGGGGGEE
E
E
E
E
E
E E
E
E
E
E E E E
E
E
EEEEEEEESSS
W
WWWWSSSSSSSSSSSSSS SSSSS
S
SSSSEVAULT
ELEC
VAULT
ELEC
VAULT
ELEC WEEEE E E E E
E
E
EEET
T
EEM
S E E
E
EM
E
E
E
E
E
EEEEE
E
E
E
E
E
E
E
E
E
E
E
E
EEEEE
E 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%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'
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 SANITARY SEWER A3 (PRIVATE)SEE
SHEETSS1 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 14+0015+00 16+00 17+00 18+00 19+
00SSMH A6STA 17+68.86RIM 4925.4±INV.
IN 4919.03 (SE)INV. OUT 4918.93 (
W)230.
46 LF
6" PVC @
1.00%SSMH A5STA
15+38.40RIM
4924.2±INV. IN 4916.63 (E)INV.
OUT 4916.43 (
SW)97.81 LF
6" PVC @
1.00%SSMH
A4STA
14+40.
59RIM
4926.
0±
INV. IN
4915.45 (NE)
INV.
OUT
4915.25 (
NW)108.
77
LF 6"
PVC @ 1.00%
PROPOSED
GROUND EXISTING GROUND
24" HDPE STORM
STA.=15+03.
61 INV.=4918.
22
SSMH
A7STA 18+08.28RIM 4925.1±INV. OUT 4919.42 (NW)39.
41 LF 6" PVC @ 1.00%8" PVC WATER
STA.=15+21.01 TOP=4920.44 GROUNDWATER BARRIER (TYP.)
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27 SS2 PLAN & PROFILESANITARY LINE
A(E)7 NORTH IN FEET )1 inch = ft.
Feet04040 40 80 120 PROFILE SCALE:LINEMAT C H
STA14+00SANITARY
LINE A(E)STAMATCH LINESEE SHEET14+00SS1KEYMAP 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
SHALLBEPER
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 COMBOSTORM
INLET
D3
DETAILSWATER18
SheetKECHTER
FARMTOWNHOMESNOTFORCONSTRUCTIONREVIEWSETof27ROWROWROWROWROWROWROWROWAllchanges,
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