HomeMy WebLinkAboutKECHTER FARM MIXED-USE TOWNHOMES - FDP210021 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (4)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 Fort Collins 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
COLORADO
Know 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 Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
APPROVED:
APPROVED:
APPROVED:
APPROVED:
Does not match the required format.
See written comments.
9/07/2021
Spelling
These do not match the
titles on these sheets.
Sheet 23 missing
These do not match the
titles on these sheets.
VAULT
F.O.
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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
D
D
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D
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STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A(S)
SEE SHEET ST2
STORM DRAIN A(S)-1
SEE SHEET ST2
PROJECT BOUNDARY
BUILDING 1
BUILDING 2 BUILDING 3
BUILDING 4
BUILDING 5BUILDING 6
STREET A
24'
-
STORM DRAIN A2
SEE SHEET ST3
STORM DRAIN A2-2
SEE SHEET ST4
STORM DRAIN A2-5
SEE SHEET ST4
27' UTILITY
EASEMENT
STORM DRAIN A2-5.1
SEE SHEET ST4
FG=25.40
TF=26.07
FG=25.90
TF=26.57
FG=25.30
TF=25.97
FG=25.70
TF=26.37FG=25.10
TF=25.77
FG=25.25
TF=25.92
PEDESTRIAN RAMP
PEDESTRIAN RAMP
PEDESTRIAN RAMP
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
TRACT B
PA,EA&DE
TRACT A
PA,EA,D&UE
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
OG1 OVERALL GRADING PLAN12
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED OUTFLOW CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED GROUND SLOPE
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.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
3.ALL RISERS TO BE OF EQUAL HEIGHT WITH A MIN. OF 5 FT. SPACING BETWEEN
STAIR SETS.
NOTES:
(47.45
)
EXISTING SPOT ELEVATION
33.43
EXISTING RIGHT OF WAY
LEGEND:
LIMITS OF DISTURBANCE LOD
PROPOSED SWALE SLOPE
4:1
1.0%
PROPOSED FLOW DIRECTION
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
9/07/2021
**All circled are line over text.**
X X X X XXXXXXXXXXD
H2OHYDEEEEEEEE E E E E EEE
EM
KECHTER FARM HOME
OWNERS
400 E SIMPSON ST. STE 200,
LAFAYETTE, CO
FG=25.25
TF=25.92
FG=25.40
TF=26.07
FG=25.10
TF=25.77
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2
SEE SHEET ST3
STORM DRAIN A(S)
SEE SHEET ST2
STORM DRAIN A(S)-1
SEE SHEET ST2
PROJECT BOUNDARY
BUILDING 1
BUILDING 2
BUILDING 6
2
3
.
6
4 24.642
3
.
8
124.8024.0424.0424.4024.9525.3624.8724.76(2
4
.
1
1
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5
.
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7
25.48
25.232
4
.
3
9
24.3424.5824.3524.282
3
.
8
324.2423.9024.1024.2624.7023.8224.5724.46
25.26INLET
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9
4 24.0724.1824.8624.7524.5225.6425.6425.6426.102
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24.9425.1626.0225.0524.9024.9124.9825.0224.9824.9424.93
24.97
25.00 25.1525.1624.2824.2825.5125.2425.17
(2
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(2
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2
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2
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2
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8
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.
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6
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.
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0
.
6
%
24.49
25.0224.8424.3325.0124.3225.1325.0725.0126.4924.6324.12
2.1%4.5%10.0%
2.4
%
1.4
%5.5%1.2%5.2%3.1%2.0%2.4%5.9%2.5%5.1%7.3%5.0%3.1%
3.4%
3.5%
3.2
%
3.1%
2.2%2.3%
2.9%3.1%
0.0%4.8%4.2%3.6%3.2%2.9%2.1%3.2%3.7%
2.9
%
2.1%3.1%2.6%
4.4
%
8.4%
5.
5
%16.3%10.1%1.0%6.3%4.3%
3.3%
2.7%2.4%(2
5
.
0
6
)
(2
5
.
1
3
)
(2
5
.
2
5
)
(2
5
.
3
2
)
STORM DRAIN A2-5.1
SEE SHEET ST423.9625.162
5
.
2
5
(27.28)(2
6
.
0
3
)
INLET
2
4
.
8
924.6424.81INLET
2.7%2.
1
%9.4%3
.
1%
STORM DRAIN A2-2
SEE SHEET ST4
24.52
INLET
24.47
INLET
INLET
23.68
2
5
.
4
725.2124.3325.9926.0025.3424.8224.5324.6025.649' UTILITY
EASEMENT
27' UTILITY
EASEMENT24.3224.25
24.87
24.94
26.
7
5
0.5%
0.5%
0.7%
0.7%
2.1
%0.5%0.4%
0.9%0.9%1.1%1.2%1.7%1.0%24.5224.80
ROW
(WIDTH VARIES)
9.5%25.1024.2624.2024.4924.61INLET
25.32CRAWL SPACE
GARAGE
A "PORCH-LEFT"
PORCH
CRAWL SPACE
GARAGE
C
PORCH
CRAWL SPACE
GARAGE
D
PORCH
CRAWL SPACE
GARAGE
B
PORCH
CRAWL SPACE
GARAGE
A "PORCH-RIGHT"CRAWL SPACEGARAGEA "PORCH-LEFT"PORCHCRAWL SPACEGARAGEEPORCHCRAWL SPACEGARAGEBPORCHCRAWL SPACEGARAGEA "PORCH-RIGHT"PORCHCRAWL SPACEGARAGEA "PORCH-LEFT"CRAWL SPACEGARAGECPORCHCRAWL SPACEGARAGEDPORCHCRAWL SPACEGARAGEBPORCHCRAWL SPACEGARAGEFPORCHPORCH24.3524.9824.992 RISERS.
SEE NOTE 3.
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED OUTFLOW CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED GROUND SLOPE
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.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
3.ALL RISERS TO BE OF EQUAL HEIGHT WITH A MIN. OF 5 FT. SPACING BETWEEN
STAIR SETS.
NOTES:
(47.45
)
EXISTING SPOT ELEVATION
33.43
EXISTING RIGHT OF WAY
LEGEND:
LIMITS OF DISTURBANCE LOD
PROPOSED SWALE SLOPE
4:1
1.0%
PROPOSED FLOW DIRECTION
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
G1 GRADING PLAN13
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
MATCH LINE - SEE SHEET G2KEYMAP
E. TRILBY ROAD
ZIEGLER ROADCALL 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
9/07/2021
Text Over Text
**All circled are line over text,
except as noted.**
VAULT
F.O.
D
X X X X XXXXXX
EAST TRILBY ROAD
ZIEGLER ROADD
D
D
EEE E E E E E
E
EEEEEEEEKENJO LEGACY LLC (.50)
6131 ZIEGLER RD
FORT COLLINS, CO
FG=25.90
TF=26.57
FG=25.30
TF=25.97
FG=25.70
TF=26.37
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2-5
SEE SHEET ST4
BUILDING 3
BUILDING 4
BUILDING 525.8825.482
4
.
8
8
24.432
3
.
9
024.0623.29
23.9523.5323.7023.8924.3424.062
4
.
4
924.9524.492
6
.
0
0
24.0622.8022.7121.2820.9322.2022.5222.7523.1223.51INLET
INLET
INLETINLET
INLET
INLET
INLET
INLET
INLET
INLET
INLET
INLET
INLET24.6624.6924.8024.9125.5724.632
5
.
1
025.3725.4925.3725.2625.172
5
.
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7
24.9825.1325.852
5
.
8
8 25.882
5
.
8
8
2
5
.
8
8 25.882
5
.
2
425.2425.23
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5
.
6
725.7027.2025.1425.5426.1024.6924.
8
5
24.7824.8724.
9
7 25.06
2
5
.
6
8 25.7025.7025.7025.7025.242
5
.
2
425.2425.2425.8825.8825.882
5
.
2
425.1325.32(23.91)(23.95)(23.23)(2
3
.
1
8
)
(2
2
.
8
3
)(22.78)(22.58)(2
2
.
5
2
)
(2
2
.
2
7
)(22.23)25.3125.46
24.8723.5923.2823.71(24.16)
(2
2
.
6
2
)23.3223.772.4%2.2%8.0%4.8%5.0%4.1%5.2%23.592
4
.
9
2
2
1
.
2
0 21.5721.4521.8124.1825.1525.882
5
.
9
625.887.9%7.2%16.5%5.0%10.4%7.4%
3.6%8.6%30.4%24.8%2.3%0.0%
1
.
1%2.1%10.0%3.2%8.3%6.1%
9.7%13.2
%2.1%1.1%3.7%3.4%3.1%2.7%2.0%1.4%7.9
%
11.
5
%
5.1%
3.6%
5.9%
6.4%5.5%1.6%1.0%2.8%2.8%1.6%3.0%
2.8%
2.9%2.8%2.5%2.4%2.2%(23.97)(24.09)
(2
2
.
9
0
)(22.84)STORM DRAIN A2
SEE SHEET ST3
(2
4
.
0
6
)
(2
1
.
6
6
)25.31INLET 24.75INLET
24.
7
8
INLET
2
4
.
8
9
11.3%24.3322.202
3
.
4
4
2
4
.
4
324.602
3
.
8
9
2
3
.
6
925.4324.5624.8225.6724.5924.6626.0325.4025.9022.942
3
.
5
322.40INLET22.21INLET
23.6824.42(23.56)(2
3
.
5
0
)
2
3
.
7
3
24'
-
27' UTILITY
EASEMENT
9' UTILITY
EASEMENT
1.1%1.3%0.5%
0.5%0.8%
0.5%1.6%0.5%
0.5%
0.0
%
1
.
6%
1.0%2.5%
0.3%
0
.
2%
ROW
(WIDTH VARIES)
23.5523.267.6%17.0%13.1%
25.90
INLET
24.5724.552
4
.
8
824.762
4
.
6
7CRAWL SPACEGARAGEA "PORCH-LEFT"PORCHCRAWL SPACEGARAGECPORCHCRAWL SPACEGARAGEDPORCHCRAWL SPACEGARAGEBPORCHCRAWL SPACEGARAGEA "PORCH-RIGHT"PORCHCRAWL SPACE
A "PORCH-RIGHT"
PORCH
CRAWL SPACE
GARAGE
A "PORCH-LEFT"
PORCH
CRAWL SPACE
GARAGE
E
PORCH
CRAWL SPACE
GARAGE
B
PORCH
CRAWL SPACE
GARAGE
A "PORCH-RIGHT"
PORCH CRAWL SPACEGARAGEA "PORCH-LEFT"PORCHCRAWL SPACEGARAGEEPORCHCRAWL SPACEGARAGEBPORCHCRAWL SPACEGARAGEA "PORCH-RIGHT"PORCHCRAWL SPACEA "PORCH-LEFT"PORCH(22.45)(22.77)(2
2
.
2
6
)24.8625.9725.9223.0123.06(2
2
.
7
3
)
(2
2
.
4
2
)
(2
2
.
2
8
)
6 RISERS. SEE NOTE 3.
6 RISERS. SEE NOTE 3.
6 RISERS. SEE NOTE 3.
6 RISERS. SEE NOTE 3.
8 RISERS.
SEE NOTE 3.
7 RISERS.
SEE NOTE 3.
6 RISERS.
SEE NOTE 3.
5 RISERS.
SEE NOTE 3.4 RISERS.
SEE NOTE 3.
3 RISERS.
SEE NOTE 3.
2 RISERS.
SEE NOTE 3.
4 RISERS.
SEE NOTE 3.
3 RISERS.
SEE NOTE 3.
2 RISERS.
SEE NOTE 3.
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED OUTFLOW CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED GROUND SLOPE
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.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
3.ALL RISERS TO BE OF EQUAL HEIGHT WITH A MIN. OF 5 FT. SPACING BETWEEN
STAIR SETS.
NOTES:
(47.45
)
EXISTING SPOT ELEVATION
33.43
EXISTING RIGHT OF WAY
LEGEND:
LIMITS OF DISTURBANCE LOD
PROPOSED SWALE SLOPE
4:1
1.0%
PROPOSED FLOW DIRECTION
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
G2 GRADING PLAN14
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
MATCH LINE - SEE SHEET G1KEYMAP
E. TRILBY ROAD
ZIEGLER ROADCALL 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
9/07/2021
**All circled are line over text.**
XXXFO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO
EAST TRILBY ROAD
KECHTER
FARM HOME
OWNERS
400 E SIMPSON
ST. STE 200,
LAFAYETTE, CO
D
STREET A GGGGGGGGGGGGGGEE
E
E
E
E
E
E E E
E
E
E
E
EVAULT
ELEC
VAULT
ELEC
EEEE E E E E E
T EEM
EM
E
E
E
E
E
E
E
E
E
EEEEE E
∆
24'
-
PROPOSED STORM
MANHOLE (TYP.)
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A(S)-1
SEE SHEET ST2
STORM DRAIN A2-5
SEE SHEET ST4
STORM DRAIN A2
SEE SHEET ST3
BUILDING 1
BUILDING 2 BUILDING 3
BUILDING 5
BUILDING 6 6' SIDEWALK6' SIDEWALK4.5' SIDEWALKPROPOSED PEDESTRIAN
RAMP (TYP.)
18'18'
16.5'16.5'
1.5'
27' UTILITY
EASEMENT
TRACT A
PA, EA, D, & UE
4915
4920
4925
4930
4935
4915
4920
4925
4930
4935
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
-1.25%3.85%
1.90%
0.50%
-1.90%
-3.86
%
-1.70%
0.70%
0.50%PVI STA = 10+00.46PVI ELEV = 4924.49PVI STA = 10+17.74PVI ELEV = 4925.15PVI STA = 10+22.79PVI ELEV = 4925.25PVI STA = 16+17.37PVI ELEV = 4923.83PVI STA = 16+21.82PVI ELEV = 4923.74PVI STA = 16+33.67PVI ELEV = 4923.29PVI STA = 11+99.79PVI ELEV = 4924.3235.1' VC
HP ELEV = 4925.27
HP STA = 13+94.21
PVI STA = 14+01.75
PVI ELEV = 4925.33
BVCS: 13+84.21BVCE: 4925.24EVCS: 14+19.28EVCE: 4925.11A.D. = 1.75
K = 20.00
72.1' VC
LP ELEV = 4923.89
LP STA = 11+28.08
PVI STA = 11+13.01
PVI ELEV = 4923.71
BCVS: 10+76.93BVCE: 4924.33ECVS: 11+49.08EVCE: 4923.96A.D. = 2.40
K = 30.00
43.8' VC
LP ELEV = 4923.56
LP STA = 15+58.21
PVI STA = 15+48.80
PVI ELEV = 4923.48
BCVS: 15+26.88BVCE: 4923.76ECVS: 15+70.71EVCE: 4923.59A.D. = 1.75
K = 25.00
4925.214924.784924.364924.024923.894923.974924.144924.324924.444924.574924.694924.824924.944925.074925.194925.264925.044924.724924.414924.104923.784923.584923.624923.744923.62EXISTING GROUND
EXISTING GROUND
PROPOSED GRADE
PROPOSED GRADE
4915
4920
4925
4930
4935
4940
4915
4920
4925
4930
4935
4940
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
4915
4920
4925
4930
4935
4915
4920
4925
4930
4935
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+004924.974924.544924.124923.784923.664923.864924.044924.174924.304924.424924.554924.674924.804924.924925.024924.944924.724924.484924.174923.844923.404923.354923.474923.564924.974924.544924.124923.784923.664923.674923.784923.954924.114924.234924.364924.484924.614924.734924.864924.984924.944924.494924.174923.874923.634923.414923.324923.414923.534923.143.85%
1.90%
-0.95%
-1.25%
-1.85%0.50%
-1.90%
-3.86
%
-1.70%
1.04%
0.70%
0.50%PVI STA = 10+00.46PVI ELEV = 4924.25PVI STA = 10+17.74PVI ELEV = 4924.91PVI STA = 10+22.79PVI ELEV = 4925.01PVI STA = 14+50.65PVI ELEV = 4924.47PVI STA = 14+96.95PVI ELEV = 4923.89PVI STA = 16+14.81PVI ELEV = 4923.05PVI STA = 11+34.60PVI ELEV = 4923.72PVI STA = 11+43.71PVI ELEV = 4923.82PVI STA = 11+80.94PVI ELEV = 4924.08PVI STA = 13+65.37PVI ELEV = 4925.0035.4' VC
HP ELEV = 4925.03
HP STA = 13+75.90
PVI STA = 13+91.40
PVI ELEV = 4925.04
BVCS: 13+73.70BVCE: 4925.02EVCS: 14+09.10EVCE: 4924.87A.D. = 1.01
K = 35.08
27.5' VC
PVI STA = 10+90.69
PVI ELEV = 4923.85
BCVS: 10+76.93BVCE: 4924.09ECVS: 11+04.44EVCE: 4923.74A.D. = 0.92
K = 30.00
18.9' VC
PVI STA = 15+26.64
PVI ELEV = 4923.34
BCVS: 15+17.18BVCE: 4923.52ECVS: 15+36.11EVCE: 4923.33A.D. = 1.66
K = 11.42
15.8' VC
LP ELEV = 4923.32
LP STA = 15+39.37
PVI STA = 15+43.98
PVI ELEV = 4923.31
BCVS: 15+36.11BVCE: 4923.33ECVS: 15+51.86EVCE: 4923.35A.D. = 0.63
K = 24.96
3.85%
1.90%
-1.85%
-1.25%
-0.95%
-1.70%
0.53%0.70%
0.50%PVI STA = 10+00.46PVI ELEV = 4924.25PVI STA = 10+17.74PVI ELEV = 4924.91PVI STA = 10+22.79PVI ELEV = 4925.01PVI STA = 14+50.66PVI ELEV = 4924.47PVI STA = 14+96.96PVI ELEV = 4923.89PVI STA = 11+63.56PVI ELEV = 4923.72PVI STA = 11+81.41PVI ELEV = 4923.82PVI STA = 12+18.64PVI ELEV = 4924.08PVI STA = 14+03.06PVI ELEV = 4925.0018.1' VC
HP ELEV = 4925.03
HP STA = 14+12.52
PVI STA = 14+20.43
PVI ELEV = 4925.04
BVCS: 14+11.40BVCE: 4925.02EVCS: 14+29.46EVCE: 4924.87A.D. = 1.98
K = 9.13
EXISTING GROUND
EXISTING GROUND
PROPOSED GRADE
PROPOSED GRADE
EXISTING GROUND
EXISTING GROUND
PROPOSED GRADE
PROPOSED GRADE
27.5' VC
PVI STA = 10+90.69
PVI ELEV = 4923.85
BCVS: 10+76.93BVCE: 4924.09ECVS: 11+04.44EVCE: 4923.74A.D. = 0.92
K = 30.00
37.1' VC
PVI STA = 15+55.16
PVI ELEV = 4923.34
BCVS: 15+36.59BVCE: 4923.52ECVS: 15+73.74EVCE: 4923.33A.D. = 0.85
K = 43.85 15.8' VC
LP ELEV = 4923.32
LP STA = 15+77.05
PVI STA = 15+81.65
PVI ELEV = 4923.31
BCVS: 15+73.74BVCE: 4923.33ECVS: 15+89.57EVCE: 4923.35A.D. = 0.63
K = 25.07
VAULT
F.O.
D
FOFOFOFOFOFOX XXX
FO
FO
FO FO FO FO FO
FOZIEGLER ROADSTREET A GGGGGG G G G G GGGGGGGGGGGGGE
E E E E
E
EEEEEEEEVAULT
ELEC
E E E E
E
EEET
E E E EEEEE
E
E
E
E
E
E
E
E
∆
∆
24'
-
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2-5.1
SEE SHEET ST4
STORM DRAIN A2-5
SEE SHEET ST4
BUILDING 3
BUILDING 4
BUILDING 5
5' SIDEWALK6' SIDEWALK6' SIDEWALKEXISTING 5' SIDEWALK
EXISTING 4.5' SIDEWALKSTORM DRAIN A2
SEE SHEET ST3
18'18'
16.5'
WIDTH
VARIES
27' UTILITY
EASEMENT
TRACT B
PA, EA, & DE
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
R1 PLAN & PROFILESTREET A15
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
CENTERLINE
STREET A
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
STREET A
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
STREET A
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 CITY OF 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.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
LINEMATCHSTA13+00LINEMATCHSTA13+00CALL 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
9/07/2021
Mask Text
Mask TextMask Text
Mask Text
Mask Text
Mask TextMask Text
VAULT
F.O.
D
FOFOFOFOFOFOX XXXXXXXXXFO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO FO FO FO FO
FOEAST TRILBY ROAD
ZIEGLER ROADD
D
H2O
HY DD
D
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2
SEE SHEET ST3
STORM DRAIN A(S)
SEE SHEET ST2
STORM DRAIN A(S)-1
SEE SHEET ST2
STORM DRAIN A2-5.1
SEE SHEET ST4
STORM DRAIN A2-5
SEE SHEET ST4
24'
FL-FLPROJECT BOUNDARY
BUILDING 1
BUILDING 2
BUILDING 3
BUILDING 4
BUILDING 5BUILDING 6 GGGGGG G G G G GGGGGGGGGGGGGGGGGGGGSFSFSFSFSFSFSFSFSFSFSF
SFSFSF
SFSFS
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
SF SF SF SF SF SF SF
27' UTILITY EASEMENT
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
EC1 PLANEROSION CONTROL24
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
BENCHMARK/BASIS OF BEARING:
SILT FENCE
ROCK SOCK
RIPRAP
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS.
2.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4.REFER TO THE FINAL DRAINAGE REPORT, DATED AUGUST 11TH, 2021 BY
NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION.
GENERAL NOTES:
WATTLE DIKE
CONCRETE WASH AREA
SEDIMENT TRAP
BALE INLET PROTECTION
SLOPE DRAIN
EROSION CONTROL FABRIC
LEGEND:
BALE OUTLET PROTECTION
INLET PROTECTION
VEHICLE TRACKING CONTROL PAD
SF
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.
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 )
0
1 INCH = 40 FEET
40 40 80 120
9/07/2021
Does not match the required
format. See written comments.