HomeMy WebLinkAboutKECHTER FARM MIXED-USE TOWNHOMES - PDP210006 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSKECHTER ROAD
ZIEGLER ROADE. TRILBY
ROAD FOSSIL
CREEK
RESERVOIR
12' -
24' -31"
ROLLOVER CURB AND
GUTTER FLUSH
TRANSITION AT
DRIVEWAYS
12' -2.
00%
SheetKECHTER TOWNHOMESThese
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 25 CS1 COVER STEET1
Original Field Survery:Northern Engineering Project No. 1124-006 Date: February 2, 2021 MARCH 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
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 (
E) PLAN & PROFILE 7 SS2
SANITARY LINE A (E)
PLAN & PROFILE 8 ST1
STORM DRAIN
A PLAN & PROFILE 9 ST2 STORM
DRAIN A(
S) & A(S)-1
PLAN & PROFILE 10 ST3
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 DRAINAGE SHEETS 23 EC1 EROSION
CONTROL PLAN 24 EC2 EROSION CONTROL DETAILS PRELIMINARY DEVELOPMENT 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-Lovelandwater
district--Nate Ensley (
970)
226-
3104 WASTEWATER-Fort Collins-Loveland water district--Nate Ensley (970) 226-3104 STORMWATER-City of
Fort Collins Utilities-----------Shane Boyle (970) 221-6339 E N G I N E
E R N GI
EHTRON R
N E N
G I N E
E R N
GI EHTRON R N
PROJECT 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
H2O
V.P.
H2O
V.P.
C.O.
S
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
W
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRRCONTROL
IRRI
S OIS
OCONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRRCONTROL
IRR
CONTROLIRRCONTROLIRR
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
FOSTOPNOPARKING
NO PARKING
FND #6 REBAR
W/3 1/2" ALUMINUM CAP
FND NAIL & BRASS
TAG, LS 32444
FND NAIL & BRASS
TAG, LS 32444
FND #4 REBAR
W/YPC, LS 32444
FND #4 REBAR
W/YPC, LS 32444
FND #4 REBAR
W/YPC, LS 32444
FND #4 REBAR
W/YPC, LS 32444
STSTSTSTSTSTST284.
0'
SSSSSSSS SS
SAN MH RIM=
4923.47 INV=4910.
68 (N)INV=4910.
55 (S)
SAAN MH RIM=
4927.24 INV=4917.
26 (NE)INV=4917.
07 (S)
158.1 LF
@ 4.0%SAN
MH RIM=4925.78
INV=4918.
48 (E)INV=4918.
31 (SW)108.8
LF @ 0.97
36.9 LF 24"
RCP @ 0.
11%
93.
2
LF 24"RCP
@ 0.14%
EAST TRILBY ROAD
ZIEGLER ROADD D 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 = 4921.12
INV. IN = 4917.
61 (S)INV. OUT = 4917.
45 (N)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 TIE
IN LOCATION.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
PUDFIRST
FILINGOUTLOT
B
FOSSIL
LAKE
PUDFIRSTFILING
LOT
12
K
E C
H T
E
R
F
A
R
M
P L
A N N E D
L A
N
D D
I
V
I
S I
O N FI
L
I
N G
1 LOT 13
LOT
14
T
R A C
T N
LOT 3
KECHTER FARM MLD #
13-S3150 LOT
11 SheetKECHTER TOWNHOMESThese
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 25 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:SUBSURFACE EXPLORATION 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, DEMOLISHEDCONCRETE,
ASPHALT,
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
D
DSSSWW
WW
WWSSSSSSS SSSSSSS
SSSSS
S
SSSSE
T
TTT
T
TEEEEEEEEEEEE
EEEEE EEGGGGGGG G G
G G
G
GGGGGGGGGGGGGGGGGGGGE
E
E
E
E
E
E
E E E E E
E
E
E
E
EEE
24'SANITARY SEWER A(
W)SEE SHEET
SS1 SANITARY SEWER A(
E)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 STORM DRAIN A2-
5 SEE SHEET
ST4 SANITARY SEWER
A3 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 CONNECT TO
EXISTING WATER
LINE CONNECT TO
EXISTING WATER
LINE STA. 10+00.
00 CONNECT TO
EXISTING 8"x8" TAPPING
SLEEVE 8" TAPPING VALVE w/ TB (
S)N:100484.
01 E:210221.
88 STA. 11+46.
91 45.00° BEND w/
TB N:100344.
86 E:210240.
63 STA. 14+44.
13 45.00° BEND w/
TB N:100315.
97 E:210525.
88 STA. 15+43.
23 45.00° BEND w/
TB N:100224.
62 E:210544.
57 PROJECT
BOUNDARY BUILDING
1 BUILDING
2 BUILDING
3 BUILDING
4 BUILDING
5 BUILDING
6 STA. 11+20.
40 45.00° BEND w/
TB N:100363.
61 E:210221.
88 STA. 15+16.
78 45.00° BEND w/
TB N:100243.
32 E:210525.
87 STA. 12+86.
59 8"x6" TEE w/
TB 1 - FH ASSEMBLY (
N)1 - 6" GV (
N)1 - 8" GV (
E)N:100344.
86 E:210380.
31 26.51 LF 8"
PVC S45°00'00"
E 40.86 LF 8"
PVC S44°59'41"
E 26.44 LF 8"
PVC S45°00'00"
E 139.69 LF 8"
PVC N90°00'00"
E 72.65 LF 8"
PVC S00°00'28"
W 93.24 LF 8"
PVC S89°47'23"E120.40
LF
8" PVCS00°
00'
00"E24'
UTILITY
EASEMENT 9' UTILITY EASEMENT 9'
UTILITY EASEMENT STORM
DRAIN A2-5.1 SEE
SHEET ST4 STORM
DRAIN A(S)-1
SEE SHEET ST2
STA. 16+36.46
CONNECT TO EXISTING 8"x8" TAPPING
SLEEVE 8" TAPPING
VALVE w/ TB (
W)N:
100224.
28 E:
210637.
81 9'
UTILITY EASEMENT 9' UTILITY
EASEMENT GAS
LINE
SIZING
TO
BE
DETERMINED)GAS LINE
ELECTRIC
LINE ELECTRIC
LINE
POWER
TRANSFORMER (
TYP.)SheetKECHTER
TOWNHOMESThese 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 25
OU1 OVERALL UTILITY PLAN5 NORTH IN FEET )1 inch =
ft.Feet04040 40 80 120 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, EXCEPT
FOR THE STANDARDS
RELATED TO THE WATER SERVICES, WHICH SHALL BE PER CITY OF FORT
COLLINS STANDARDS, EXCEPT
THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN
OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL
SEWER CONSTRUCTION SHALL BE PER FORT COLLINS-LOVELAND WATER DISTRICT DESIGN STANDARDS
SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, 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
WITHCITYOF
FORTCOLLINSSTREET
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
3 4" UNLESS
OTHERWISE
NOTED.
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 SANITARYSEWER
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 CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE,
OR EXCAVATE
FOR THE MARKING
OF UNDERGROUND
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
ROADKECHTER FARM
HOME
OWNERS 400 E
SIMPSON ST. STE
200,LAFAYETTE,
CO KENJO
LEGACY LLC (.
50)6131 ZIEGLER
RD FORT COLLINS,
CO
DDSSSWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSE
T
TTT
T
TEEEEEEEEEEEE
EEEEE EEGGGGGGG G G
G G
G
GGGGGGGGGGGGGGGGGGGGE
E
E
E
E
E
E
E E E E E
E
E
E
E
EEE SANITARY SEWER A(
W)SEE THIS
SHEET SANITARY SEWER A(
E)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 SEE THIS
SHEET 4" SANITARY SERVICE (
TYP.)CONNECT TO
EXISTING SANITARY SEWER
MANHOLE PROJECT
BOUNDARY SSMH
A1 STA 11+58.
06 N: 100315.
46 E: 209958.
74 SSMH
A3 STA 13+21.
65 N: 100351.
70 E: 210088.
34 SSMH
A6 STA 17+60.
09 N: 100334.
24 E: 210492.
59 SSMH
A4 STA 14+31.
66 N: 100287.
91 E: 210177.
96 SSMH
A2 STA 12+66.
91 N: 100383.
45 E: 210043.74 SSMH
A5 STA 15+16.
35 N: 100334.
24 E: 210248.
85 EX_SSMH
A STA 10+00.
00 N: 100165.
68 E: 210009.
24 158.06 LF 6" PVC @ 0.
50%108.85 LF 6" PVC @ 0.
50%54.75 LF 6" PVC @ 0.
50%110.00 LF 6" PVC @ 0.
50%84.69 LF 6" PVC @ 0.
50%243.75
LF 6"
PVC @ 0.
50%26.84 LF 6" PVC @ 0.
50%63.11 LF
6" PVC @ 0.
50%SAN CLEANOUT
A3-2 STA
10+89.95 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+26.
84
N: 100351.
70
E: 210115.
18
24' UTILITY
EASEMENT
9' UTILITY
EASEMENT 9' UTILITY EASEMENT
6' UTILITY EASEMENT
SSMH A7 STA
17+92.
15 N: 100311.57
E: 210515.26
SSMH A8 STA
10+26.84
N: 100285.
63 E: 210515.
25 32.06
LF 6"
PVC @ 0.
50%25.94 LF
6" PVC @
0.50%STORM DRAIN
A2-5 SEE
SHEET
ST4
STORM
DRAIN
A2-
2
SEE
SHEET
ST4
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)158.06 LF 6" PVC @ 0.50%SSMH A1STA 11+
58.06RIM
4927.
2±
INV.
IN
4911.
67 (
NE)
INV.
OUT
4911.
47 (
S)
108.
85
LF
6"
PVC
@
0.50%SSMH A2STA 12+66.91RIM 4925.
8±INV. IN 4912.41 (SE)INV. OUT
4912.21 (SW)54.75 LF 6" PVC
@ 0.
50%SSMH
A3STA
13+21.
65RIM
4926.
4±
INV. IN
4912.88 (SE)
INV.
IN
4913.43 (
E)
INV. OUT
4912.68 (NW)110.
00
LF 6" PVC
@ 0.50%
EXISTING GROUND 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 26.84
LF 6" PVC @ 0.50%63.11 LF 6"
PVC @ 0.50%SAN CLEANOUT A3-2STA 10+89.95RIM
4914.4±INV. OUT 4913.88 (S)SSMH A3STA
10+00.00RIM 4926.4±INV. IN 4912.88 (
SE)INV.
IN 4913.43 (E)INV. OUT 4912.68 (NW)SAN CLEANOUT
A3-1STA 10+26.84RIM
4914.1±INV. IN 4913.56 (N)INV. OUT 4913.56 (W)PROPOSED GROUND
EXISTING GROUND SheetKECHTER TOWNHOMESThese 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 25 SS1 PLAN & PROFILESANITARY LINE
A(W), & A36 NORTH IN FEET )1 inch = ft.
Feet04040 40 80 120 SS2 PROFILE SCALE:SANITARY LINE A(W)
STAMATCH LINESEE SHEET14+00SS2KEYMAP E. TRILBY ROAD ZIEGLER ROADEXISTING WATER MAIN
PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND:NOTES:1.THE SIZE, TYPE AND
LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE
WHEN
SHOWN ON THESE
DRAWINGS. IT SHALL
BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY
THE EXISTENCE OF
ALL UNDERGROUND UTILITIES
IN THE AREA
OF THE WORK.
BEFORE COMMENCING NEW
CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE
FOR
LOCATING ALL
UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR ALL
UNKNOWN UNDERGROUND UTILITIES.2.ALL
SANITARY CONSTRUCTION SHALL
BE PER SOUTH
FORT COLLINS
SANITATION
DISTRICT CONSTRUCTION
STANDARDS,
LATEST
EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY,
CONE SECTIONS SHALL
BE ROTATED TO PREVENT LIDS
BEING
LOCATED WITHIN VEHICLE
OR BICYCLE WHEELPATHS.
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,
VAULT
F.O.
D
S
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FO
FO
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FOEAST TRILBY ROAD
ZIEGLER
ROADKECHTER FARM
HOME
OWNERS 400 E
SIMPSON ST. STE
200,LAFAYETTE,
CO KENJO
LEGACY LLC (.
50)6131 ZIEGLER
RD FORT COLLINS,
CO
DDSSSWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSE
T
TTT
T
TEEEEEEEEEEEE
EEEEE EEGGGGGGG G G
G G
G
GGGGGGGGGGGGGGGGGGGGE
E
E
E
E
E
E
E E E E E
E
E
E
E
EEE SANITARY SEWER A(
W)SEE THIS
SHEET SANITARY SEWER A(
E)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 SEE THIS
SHEET 4" SANITARY SERVICE (
TYP.)CONNECT TO
EXISTING SANITARY SEWER
MANHOLE PROJECT
BOUNDARY SSMH
A1 STA 11+58.
06 N: 100315.
46 E: 209958.
74 SSMH
A3 STA 13+21.
65 N: 100351.
70 E: 210088.
34 SSMH
A6 STA 17+60.
09 N: 100334.
24 E: 210492.
59 SSMH
A4 STA 14+31.
66 N: 100287.
91 E: 210177.
96 SSMH
A2 STA 12+66.
91 N: 100383.
45 E: 210043.74 SSMH
A5 STA 15+16.
35 N: 100334.
24 E: 210248.
85 EX_SSMH
A STA 10+00.
00 N: 100165.
68 E: 210009.
24 158.06 LF 6" PVC @ 0.
50%108.85 LF 6" PVC @ 0.
50%54.75 LF 6" PVC @ 0.
50%110.00 LF 6" PVC @ 0.
50%84.69 LF 6" PVC @ 0.
50%243.75 LF
6" PVC @
0.50%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'
24' UTILITY
EASEMENT
9' UTILITY
EASEMENT 9' UTILITY EASEMENT
6' UTILITY EASEMENT
SSMH A7 STA
17+92.
15 N: 100311.57
E: 210515.26
SSMH A8 STA
10+26.84
N: 100285.
63 E: 210515.
25 32.06
LF 6"
PVC @ 0.
50%25.94 LF
6" PVC @
0.50%STORM DRAIN
A2-5 SEE
SHEET ST4 STORM
DRAIN A2-
2
SEE
SHEET
ST4
SANITARY
SEWER
A3
SEE
SHEETSS1
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+60.09RIM 4926.4±INV.
IN 4915.67 (SE)INV. OUT 4915.47 (
W)243.
75 LF
6" PVC @
0.50%SSMH A5STA
15+16.35RIM
4925.2±INV. IN 4914.25 (E)INV.
OUT 4914.05 (SW)84.69 LF 6" PVC
@ 0.
50%
SSMH
A4STA
14+31.
66RIM 4926.4±
INV.
IN
4913.63 (
NE)INV.
OUT
4913.43 (
NW)
110.00 LF 6"
PVC
@ 0.50%
PROPOSED GROUND EXISTING
GROUND 18" HDPE
STORM STA.=15+
01.
75
INV.=4918.24 SSMH A8STA 10+26.84RIM 4925.7±INV. OUT
4916.16 (N)SSMH A7STA 17+92.15RIM 4926.3±
INV. IN 4916.03 (S)INV. OUT 4915.83 (NW)
32.06 LF 6" PVC @ 0.50%25.94 LF
6" PVC @ 0.50%SheetKECHTER TOWNHOMESThese 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 25 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
UNDERGROUNDUTILITIES.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 14"
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 AND18"
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