HomeMy WebLinkAboutLANDMARK APARTMENTS EXPANSION - FDP190002 - SUBMITTAL DOCUMENTS - ROUND 2 - REDLINED PLANS AND REPORTS (12)PROSPECT ROAD
SHIELDS STREET
LAKE STREET
PITKIN STREET
STUART STREET
HOBBIT ST.
SHEELY DR.
HILL POND RD.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
JANUARY 2019
UTILITY PLANS FOR
CONTACT INFORMATION
PROJECT TEAM:
The Birdsall Group
444 Mountain Avenue
Berthoud, Colorado 80513
(970) 532-5891
Redwood Construction, Inc.
Contact: Daniel Peress
2082 Michelson Drive, 4th Floor
Irive, CA 92612
(949) 299-0875
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
Northern Engineering Services, Inc.
Danny Weber, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
ENGINEER ING
N O R T H E RN
ENGINEER ING
N O R T H E RN
PLANNER/
LANDSCAPE ARCHITECT
** The underground utility locates provided by United States Infrastructure Corporation, LLC. 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 of data shown. Consequently, it is the Contractor's sole
responsibility to field verify the location of all utilities prior to construction, and notify the Engineer of any
discrepancies found.
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Sheet
LANDMARK APARTMENTS EXPANSION 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 CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
of 30
A. GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth
in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between
these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected
and approved by the City of Fort Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort
Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort
Collins prior to commencement of any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort
Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by
the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the
extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and
employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these
plans.
5. All sanitary sewer, storm sewer and water line construction, as well as power and other "dry" utility installations, shall conform to the
City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the
responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before
commencing new construction. The Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to
beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation
company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to
beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the
proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility
company for any utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate
with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning
construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work
is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in
advance, all parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility
provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility
X
X X X
X
X
X X
X
X X
X
X
X
X
X X
X
X
X X
X X
X
X X
X
X
X
X
X
X
X X X X
X
X
X X
X
X
X X X
T T T T T T
W
S S
W
FO FO FO
6" SS 6" SS
DC DC DC DC
6" W
6" W
6" W
6" W 6" W
6" W 6" W 6" W 6" W 6" W 6" W
6" W
6" W 6" W
6" W
6" W 6" W
6" W 6" W
6" W
6" W
6" W
6" W
6" W 6" W
6" W
8" SS
S
HOBBIT STREET
RIGHT OF WAY
51' RIGHT OF WAY
(TO BE VACATED)
X
E
E
E E
8" W 8" W
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X X
X
X
X
E
E
W
I
W
W
W W
WW
WW
EB
FO FO FO FO
FO
6" SS
6" SS
6" SS 6" SS 6" SS 6" SS 6" SS 6" SS
6" SS
6" SS 6" SS 6" SS 6" SS
CC
CC
CC
CC
CC
8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W
6" SS
6" W 6" W 6" W
8" SS
8" SS 8" SS 8" SS 8" SS
8" W
8" W
8" W
8" W
8" W
X
X X
X
X
X X X
X
X
X X
X
X X
X
X
X
X
X X
X
X
X X
X X
X
X X
X
X
X
X
X
X
X X X X
X
T T T T T T
W
W
FO FO FO
6" SS 6" SS
DC DC
S
W. PROSPECT ROAD
102' RIGHT OF WAY
LOT 1 LANDMARK
SUBDIVISION PUD
OWNER: LANDMARK HOUSING LLC
LOT 3 ARTHER
C. SHEELY
FIRST
SUBDIVISION
OWNER: HUFBAURER,
RUTH
LOT 2 ARTHER
C. SHEELY
FIRST
SUBDIVISION
OWNER: FONTE,
STEVEN J & SARAH C
LOT 1 ARTHER C.
SHEELY FIRST
SUBDIVISION
OWNER: HOGESTAD, PER M &
VEDA V
LOT 6 SEAMAN
SUBDIVISION
OWNER: EWAN, JOHN L & YVONNE S
NORTHWEST CORNER SECTION 23,
TOWNSHIP 7 NORTH, RANGE 69 WEST
X
E
E
E E
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
E
E
W
W
W
W W
WW
WW
FO FO FO FO
FO
6" SS
6" SS
6" SS 6" SS 6" SS 6" SS 6" SS 6" SS
6" SS
6" SS 6" SS 6" SS 6" SS
CC
X
X X
X
S
S
S
D
D
WALLENBERG DRIVE
STUART STREET
54' RIGHT OF WAY
OWNER: LANDMARK HOUSING LLC
LOT 3 ARTHER C.
SHEELY FIRST
SUBDIVISION
OWNER: DEVORE, JANICE S.
LOT 3 ARTHER
C. SHEELY
FIRST
SUBDIVISION
OWNER: HANSCH,
EDWARD C & DEBRA J
LOT 3 ARTHER
C. SHEELY
FIRST
SUBDIVISION
X
X X X
X
X
X X
X
X X
X
X
X
X
X X
X
X
X X
X X
X
X X
X
X
X
X
X
X
X X X X
X
T T T T T T
W
W
FO FO FO
6" SS 6" SS
DC DC
6" W
6" W
6" W
6" W 6" W
6" W 6" W 6" W 6" W 6" W 6" W
6" W
6" W 6" W
6" W
6" W 6" W 6" W 6" W
6" W
6" W
6" W
6" W
6" W 6" W
6" W
8" SS
S
S
S
F
F
FDC
FDC
UD
UD
UD
UD
UD UD
X
E
E
E E
8" W 8" W
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
E
E
W
W
W
W W
WW
WW
FO FO FO FO
FO
6" SS
6" SS
6" SS 6" SS 6" SS 6" SS 6" SS 6" SS
6" SS
6" SS 6" SS 6" SS 6" SS
CC
8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W
6" SS
6" W 6" W 6" W
8" SS
8" SS 8" SS 8" SS 8" SS
8" W
8" W
8" W
8" W
8" W
X
X X
X
S
S
S
D
D
UD UD UD UD
UD
UD
UD UD UD
UD
X
X X X
X
X
X X
X
X X
X
X
X
X
X X
X
X
X X
X X
X
X X
X
X
X
X
X
X
X X X X
X
T T T T T T
W
W
FO FO FO
6" SS 6" SS
DC DC
6" W
6" W
6" W
6" W 6" W
6" W 6" W 6" W 6" W 6" W 6" W
6" W
6" W 6" W
6" W
6" W 6" W 6" W 6" W
6" W
6" W
6" W
6" W
6" W 6" W
6" W
8" SS
S
UD
UD
UD
UD
UD UD
W. PROSPECT ROAD
102' RIGHT OF WAY
LOT 1 LANDMARK
SUBDIVISION PUD
OWNER: LANDMARK HOUSING LLC
LOT 3 ARTHER
X
E
E
E E
8" W 8" W
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
E
E
W
W
W
W W
WW
WW
FO FO FO FO
FO
6" SS
6" SS
6" SS 6" SS 6" SS 6" SS 6" SS 6" SS
6" SS
6" SS 6" SS 6" SS 6" SS
CC
8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W
6" SS
6" W 6" W 6" W
8" SS
8" SS 8" SS 8" SS 8" SS
8" W
8" W
8" W
8" W
8" W
X
X X
X
S
S
S
D
D
UD UD UD UD
UD
UD
UD UD UD
UD
S
S
FDC
FDC
F
UD
UD
UD UD
UD
C.O.
X
W
8" W 8" W
8" W 8" W
CONNECT TO EXISTING
8" TEE w/ TB
& 8" GV (N)
N:1449715.56
E:3113674.70
2" WATER METER
N:1449738.81
E:3113725.25
45° BEND w/ TB
N:1449724.78
E:3113674.70
45° BEND w/ TB
N:1449726.90
E:3113676.82
45° BEND w/ TB
N:1449726.89
45° BEND w/ TB E:3113776.78
N:1449748.05
E:3113797.95 9.22 LF 8" PVC
N00°00'35"E
3.00 LF 8" PVC
N45°00'35"E
99.96 LF 8" PVC
S89°59'25"E
29.93 LF 8" PVC
N45°00'35"E
5000
5005
5010
5015
5020
5025
5030
5035
5040
5045
5000
5005
5010
5015
5020
5025
5030
5035
5040
5045
4990
4995
5000
5005
5010
5015
5020
5025
5030
5035
4990
4995
5000
5005
5010
5015
5020
5025
5030
5035
16+25 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
178.10 LF 8" PVC @ 0.40%
94.78 LF 8" PVC @ 0.40%
37.72 LF 8" PVC @ 0.40%
16.26 LF 8" PVC @ 5.00%
46.22 LF 8" PVC @ 0.40%
SSMH A7
STA 15+44.09
RIM 5024.1±
INV. OUT 5016.14 (S)
SSMH A5
STA 13+56.82
RIM 5015.1±
INV. IN 5006.78 (N)
INV. OUT 5006.58 (SW)
SSMH A3
STA 12+24.32
RIM 5015.1±
INV. IN 5005.85 (E)
INV. OUT 5005.65 (S)
SSMH A4
STA 13+19.10
RIM 5014.2±
INV. IN 5006.43 (NE)
INV. OUT 5006.23 (W)
SSMH A2
STA 10+46.22
RIM 5013.9±
INV. IN 5004.94 (N)
INV. OUT 5004.74 (S)
SSMH A1
STA 10+00.00
RIM 5012.4±
INV. IN 5004.56 (N)
INV. OUT 5004.36 (W)
PROPOSED
GRADE
EXISTING
GROUND
STA. 11+29.5 START 16" CASING PIPE
X X
X
X
X
X X
X
W
S
S
F
F
FDC
FDC
FDC
UD
UD UD
UD UD
STMH 3-2
STA 10+71.62
N: 1449877.71
E: 3113829.31
INLET 3-2
STA 11+71.07
N: 1449877.57
E: 3113729.86
INLET 3-4
STA 12+13.98
N: 1449920.07
E: 3113727.86
RDC 3-2A
INV. OUT=5018.01 (NW)
FG=5022.00
BEND 3-3
STA 11+76.24
N: 1449882.33
E: 3113727.86
CONCRETE FES 3-1
STA 10+00.00
N: 1449812.35
E: 3113858.59
71.62 LF 12" HDPE @ 0.50%
99.45 LF 12" HDPE @ 0.50%
9.18 LF 6" PVC @ 2.00%
5.16 LF 8" PVC @ 1.00%
37.74 LF 8" PVC @ 1.00%
5005
5010
5015
5020
5025
5030
5035
5005
5010
5015
5020
5025
5030
5035
12+50 12+00 11+00 10+00 9+75
Sheet
LANDMARK APARTMENTS EXPANSION 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 CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
of 30
D9
PED BRIDGE DETAILS
28
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NOTES:
· BRIDGE DETAILS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR TO OBTAIN
STAMPED STRUCTURAL PLAN SET FROM CONTECH DIRECTLY.
2/19/19
Sheet
LANDMARK APARTMENTS EXPANSION 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 CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
of 30
D10
PED BRIDGE DETAILS
29
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NOTES:
· BRIDGE DETAILS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR TO OBTAIN
STAMPED STRUCTURAL PLAN SET FROM CONTECH DIRECTLY.
2/19/19
UD
UD
UD
T
T
E
E
E
8" SS 8" SS
8" SS 8" SS
E
E
X
X
X
X
X X X
X
X
X
X
X X X
X
X
X
X
X
T T
E
W
W
W
W
W W
WW
WW
ET
FO
FO
6" SS 6" SS 6" SS
6" SS
6" SS
DC DC
CC
VAULT
ELEC
S
S
S
S
S
S
S
S
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
WV
WV
H
Y
D
WV
WV
WV
S
WV
WV
WV
E E E E
T
T T T
G
G
G
G
X
X
X
S
S
S
S
S
S
D
D
UD UD UD
UD UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD
TRACT B
YOUNG'S CREEK
OWNER: CITY OF FORT COLLINS
OS4
OS2
OS1
UD2
B1
OS5
OS7
A1
A2
A4
A3
A1
A2
A4
A3
B1
BFE: 5012.3
UD1
OS3
OS1
OS2
A5
A5
OS8
OS6
OS3
OS4
A6
A6
OS5
OS6
OS7
OS8
S N
T
BFE: 5011.53
BFE: 5012.93
INLET 1-2
CONCRETE FES 1-1
INLET 2-2A
INLET 3-2 STMH 3-2
INLET 3-4
CONCRETE FES 3-1
INLET 4-2
CONCRETE FES 4-1
OUTLET 5-1
CONCRETE FES 6-1
CITY OF FORT COLLINS
100-YR FLOODWAY
CITY OF FORT COLLINS
100-YR FLOODPLAIN
RAIN GARDEN 1
RAIN GARDEN 3
RAIN GARDEN 4
RAIN GARDEN 2
HOBBIT STREET
54' RIGHT OF WAY
W. PROSPECT ROAD
102' RIGHT OF WAY
WALLENBERG DRIVE
STUART STREET
54' RIGHT OF WAY
LOT 1 LANDMARK
SUBDIVISION PUD
OWNER: LANDMARK HOUSING LLC
LOT 3 ARTHER C.
SHEELY FIRST
SUBDIVISION
OWNER: DEVORE, JANICE S.
LOT 3 ARTHER C. SHEELY
FIRST SUBDIVISION
OWNER: HANSCH, EDWARD C & DEBRA J
LOT 3 ARTHER C. SHEELY FIRST
SUBDIVISION
OWNER: HUFBAURER, RUTH
LOT 2 ARTHER C. SHEELY
FIRST SUBDIVISION
OWNER: FONTE, STEVEN J & SARAH C
LOT 1 ARTHER C. SHEELY
FIRST SUBDIVISION
OWNER: HOGESTAD, PER M & VEDA V
TRACT B PULSE PUD 1ST
OWNER: NORTH SPRING CREEK
PROPERTIES LLC
LOT 6 SEAMAN
SUBDIVISION
OWNER: EWAN, JOHN L &
YVONNE S
INLET 6-2
Sheet
LANDMARK APARTMENTS EXPANSION 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 CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
of 30
KEYMAP
DC DC
CC
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROPERTY BOUNDARY
EXISTING STORM SEWER
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 "FINAL DRAINAGE AND EROSION CONTROL REPORT FOR LANDMARK
APARTMENTS EXPANSION" BY NORTHERN ENGINEERING, DATED JANUARY 25, 2019
FOR ADDITIONAL INFORMATION.
NOTES:
FLOW PATH
DRAINAGE BASIN BUBBLE
A
DESIGN POINT A
BASIN BOUNDARY
PROPOSED STORM SEWER
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
DR1
DRAINAGE PLAN
30
NORTH
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C10 C100
2-yr
Tc
(min)
10-yr
Tc
(min)
100-yr
Tc
(min)
Q2
(cfs)
Q10
(cfs)
Q100
(cfs)
A1 A1 0.55 0.68 0.68 0.84 5.1 5.1 5.0 1.07 1.82 4.66
A2 A2 0.25 0.63 0.63 0.78 5.0 5.0 5.0 0.45 0.77 1.96
A3 A3 1.04 0.66 0.66 0.82 8.5 8.5 8.2 1.63 2.79 7.13
A4 A4 0.31 0.92 0.92 1.00 5.0 5.0 5.0 0.82 1.41 3.13
A5 A5 0.23 0.75 0.75 0.94 5.0 5.0 5.0 0.49 0.83 2.13
A6 A6 0.10 0.80 0.80 1.00 5.0 5.0 5.0 0.23 0.40 1.01
N UD1 0.11 0.25 0.25 0.31 5.0 5.0 5.0 0.08 0.13 0.34
B1 B1 0.32 0.79 0.79 0.99 5.0 5.0 5.0 0.71 1.21 3.10
S UD2 0.15 0.48 0.48 0.60 8.5 8.5 7.8 0.18 0.30 0.79
OS1 OS1 0.46 0.30 0.30 0.38 11.2 11.2 10.4 0.29 0.50 1.34
OS2 OS2 1.31 0.35 0.35 0.44 12.4 12.4 11.5 0.94 1.60 4.23
OS3 OS3 0.29 0.36 0.36 0.45 10.7 10.7 10.0 0.23 0.39 1.04
OS4 OS4 4.14 0.57 0.57 0.72 19.6 19.6 18.8 3.86 6.59 17.28
OS5 OS5 0.24 0.84 0.84 1.00 5.0 5.0 5.0 0.58 0.99 2.40
OS6 OS6 1.07 0.71 0.71 0.89 10.1 10.1 9.6 1.68 2.87 7.48
OS7 OS7 0.28 0.94 0.94 1.00 5.0 5.0 5.0 0.74 1.26 2.74
OS8 OS8 0.12 0.31 0.31 0.39 6.6 6.6 6.3 0.10 0.17 0.45
Incorrect Plat Title
Line Over Text
Spelling
Spelling
Spelling
Spelling
Spelling
2/19/19
CONCRETE FES 3-1
STA 10+00.00
INV. 5015.00 (NW)
71.62 LF 12" HDPE @ 0.50%
STMH 3-2
STA 10+71.62
RIM 5021.4±
INV. IN 5017.33 (W)
INV. OUT 5015.36 (SE)
99.45 LF 12" HDPE @ 0.50%
INLET 3-2
STA 11+71.07
RIM 5020.8±
INV. IN 5017.83 (SE)
INV. IN 5017.83 (NW)
INV. OUT 5017.83 (E)
5.16 LF 8" PVC @ 1.00%
BEND 3-3
STA 11+76.24
INV. 5017.88 (N)
INV. 5017.88 (SE)
37.74 LF 8" PVC @ 1.00%
INLET 3-4
STA 12+13.98
RIM 5020.1±
INV. OUT 5018.26 (S)
PROPOSED
GRADE
EXISTING
GROUND
8" WATER
STA.=10+91.70
TOP=5015.83
18" MIN.
100-yr HGL
UD UD UD
UD
UD
WYE 4-3
INV. IN=5009.24 (SW)
INV. IN=5009.24 (NW)
INV. OUT=5009.24 (NE)
FG=5011.25
INLET 4-2
STA 10+40.70
N: 1449491.34
E: 3113895.92
CONCRETE FES 4-1
STA 10+00.00
N: 1449515.56
E: 3113928.63
CLEANOUT 4-3A
INV. OUT=5009.28 (SE)
FG=5012.01
CLEANOUT 4-4
INV. OUT=5009.28 (NE)
FG=5012.00
40.70 LF 15" HDPE @ 0.50%
11.28 LF 4" PERF PVC @ 0.25%
15.91 LF 4" PERF PVC @ 0.25%
17.61 LF 4" PERF PVC @ 0.25%
4995
5000
5005
5010
5015
5020
5025
4995
5000
5005
5010
5015
5020
5025
11+00 10+00 9+50
CONCRETE FES 4-1
STA 10+00.00
INV. 5009.01 (SW)
40.70 LF 15" HDPE @ 0.50%
INLET 4-2
STA 10+40.70
FL. EL 5012.0±
INV. IN 5009.21 (SW)
INV. OUT 5009.21 (NE)
PROPOSED
GRADE
EXISTING
GROUND
100-yr HGL
8" W
UD
UD UD UD
UD
UD
UD
UD
UD
UD
FDC
F
S
RDC 5-4A
INV. OUT=5011.81 (NE)
FG=5014.25
RDC 5-5
STA 11+21.92
N: 1449566.88
E: 3113785.80
WYE 5-4
STA 10+90.64
N: 1449552.70
E: 3113813.68
CLEANOUT 5-3
STA 10+35.85
N: 1449527.85
E: 3113862.51
BEND 5-2
STA 10+19.06
N: 1449515.09
E: 3113873.43
OUTLET 5-1
STA 10+00.00
N: 1449496.96
E: 3113879.33
19.06 LF 8" PVC @ 0.50%
54.79 LF 8" PVC @ 0.50%
31.28 LF 6" PVC @ 1.00%
10.76 LF 6" PVC @ 1.00%
16.79 LF 8" PVC @ 0.50%
5000
5005
5010
5015
5020
5025
5030
5000
5005
5010
5015
5020
5025
5030
11+50 11+00 10+00 9+75
OUTLET 5-1
STA 10+00.00
INV. 5011.25 (N)
19.06 LF 8" PVC @ 0.50%
BEND 5-2
STA 10+19.06
INV. 5011.35 (NW)
INV. 5011.35 (S)
16.79 LF 8" PVC @ 0.50%
CLEANOUT 5-3
STA 10+35.85
RIM 5013.4±
INV. IN 5011.43 (NW)
INV. OUT 5011.43 (SE)
54.79 LF 8" PVC @ 0.50%
WYE 5-4
STA 10+90.64
INV. 5011.71 (NW)
INV. 5011.71 (SW)
INV. 5011.71 (SE)
31.28 LF 6" PVC @ 1.00%
RDC 5-5
STA 11+21.92
RIM 5013.6±
INV. OUT 5012.02 (SE)
PROPOSED
GRADE
EXISTING
GROUND
100-yr HGL
Sheet
LANDMARK APARTMENTS EXPANSION 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 CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
of 30
EXISTING 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 WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
UTILITIES SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
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
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8. MINIMUM COVER OF 4.5' SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND
SERVICE LINE INSTALLATION. MAXIMUM ALLOWED COVER SHALL BE 6' UNLESS
SPECIFICALLY APPROVED BY THE CITY.
9. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS
INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
10. THE EXISTING WETLANDS SHALL NOT BE DISTURBED BY ANY CONSTRUCTION OR
DEVELOPMENT ACTIVITIES, EXCEPT AS APPROVED BY THE CITY ENVIRONMENTAL
PLANNER AND IN ACCORDANCE WITH SECTION 3.4.1 OF THE LAND USE CODE.
11. SEE SHEET D8 FOR INLET SCHEDULE AND SHEET EC3 FOR SCOURSTOP SCHEDULE.
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING SANITARY SEWER
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
PROPOSED RESIDENTIAL WATER SERVICE
EXISTING GAS METER
W
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
DC DC
CC
ST2
PLAN AND PROFILE
STORM DRAIN LINES 3-1, 4-1, & 5-1
15
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM DRAIN LINE 3-1
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM DRAIN LINE 4-1 STORM DRAIN LINE 5-1
NORTH
NORTH
NORTH
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
14
15
15
14
14
15
2/19/19
Line Over Text
Line Over Text
STA. 11+80.5 END 16" CASING PIPE
STA. 11+64.2 - 5'-2" x 14'-0" ARCHED CMP.
STA. 11+46.0 - 5'-2" x 14'-0" ARCHED CMP.
ELEV.=5009.5 ELEV.=5009.4
STA. 10+95.34 1-1/2" WATER SERVICE
STA. 13+83.12 6" FIRE LINE
STA. 13+86.12 1-1/2" WATER SERVICE
STA. 13+98.99 6" FIRE HYDRANT
51.0' 16" STEEL CASING PIPE
2.8'±
12" HDPE
STA.=14+91.47
INV.=5017.38
8" PVC
STA.=13+33.26
INV.=5012.65
TEE A6
STA 13+73.07
RIM 5008.3±
INV. IN 5007.59 (N)
INV. IN 5008.26 (E)
INV. OUT 5007.59 (S)
171.02 LF 8" PVC @ 5.00%
X
E
8" W
X X
X
X
X
X
X X X
X X
X
X
X X X
W
W
8" W 8" W 8" W 8" W 8" W
8" W
8" SS
8" W
S
D
D
UD
UD
UD
UD UD
UD
UD
UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
SSMH A7
STA 15+44.09
N: 1449930.12
E: 3113823.83
SSMH A5
STA 13+56.82
N: 1449743.55
E: 3113807.59
SSMH A3
STA 12+24.32
N: 1449716.90
E: 3113686.14
SSMH A4
STA 13+19.10
N: 1449716.89
E: 3113780.92
SSMH A2
STA 10+46.22
N: 1449538.81
E: 3113685.07
SSMH A1
STA 10+00.00
N: 1449493.63
E: 3113694.83
178.10 LF 8" PVC @ 0.40%
94.78 LF 8" PVC @ 0.40%
37.72 LF 8" PVC @ 0.40%
16.26 LF 8" PVC @ 5.00%
46.22 LF 8" PVC @ 0.40%
S
S
S
F
F
FDC
FDC
FDC
FDC
FDC
F
S
F
F
UD
UD
UD
UD
UD
UD
C.O.
C.O.
171.02 LF 8" PVC @ 5.00%
TEE A6
INV. IN=5007.59 (N)
INV. IN=5008.26 (E)
INV. OUT=5007.59 (S)
FG=5015.75
N: 1449759.75
E: 3113809.00
60.00 LF 6" PVC @ 1.00%
CLEANOUT A6-1
INV. IN=5008.86 (E)
INV. OUT=5008.86 (W)
FG=5015.50
N: 1449757.49
E: 3113868.96
57.87 LF 6" PVC @ 1.00%
CLEANOUT A6-2
INV. IN=5009.44 (S)
INV. OUT=5009.44 (W)
FG=5015.22
N: 1449755.31
E: 3113926.79
30.08 LF 6" PVC @ 1.00%
TEMP. PLUG
INV. OUT=5009.74 (N)
FG=5016.02
N: 1449725.25
E: 3113925.66
Sheet
LANDMARK APARTMENTS EXPANSION 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 CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
of 30
KEYMAP
DC DC
CC
EXISTING 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 WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
UTILITIES SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
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
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8. MINIMUM COVER OF 4.5' SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND
SERVICE LINE INSTALLATION. MAXIMUM ALLOWED COVER SHALL BE 6' UNLESS
SPECIFICALLY APPROVED BY THE CITY.
9. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS
INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
10. THE EXISTING WETLANDS SHALL NOT BE DISTURBED BY ANY CONSTRUCTION OR
DEVELOPMENT ACTIVITIES, EXCEPT AS APPROVED BY THE CITY ENVIRONMENTAL
PLANNER AND IN ACCORDANCE WITH SECTION 3.4.1 OF THE LAND USE CODE.
11. SEE SHEET D8 FOR INLET SCHEDULE AND SHEET EC3 FOR SCOURSTOP SCHEDULE.
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING SANITARY SEWER
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
PROPOSED RESIDENTIAL WATER SERVICE
EXISTING GAS METER
W
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
SS1
PLAN AND PROFILE
SANITARY LINE A1
13
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
SANITARY LINE A1
Line Over Text
2/19/19
15+25 15+00 14+00 13+00 12+00 11+00 10+00 9+50
8" PVC
8" PVC
8" PVC
8" PVC
STA. 10+00.0
CONNECT TO EXISTING
8" TEE w/ TB
& 8" GV (N)
T.O.P.=5010.44
STA. 14+82.7
CONNECT TO EXISTING
6"x6" TAPPING SADDLE
& 6"x8" REDUCER
& 8" GV (S)
T.O.P.=5029.10
STA. 12+72.2
0.5° DEFLECTION
T.O.P.=5015.83
STA. 10+09.22
45° BEND w/ TB
T.O.P.=5010.19
STA. 10+12.22
45° BEND w/ TB
T.O.P.=5010.10
STA. 11+12.18
45° BEND w/ TB
T.O.P.=5009.07
STA. 11+42.11
45° BEND w/ TB
T.O.P.=5010.05
STA. 11+64.61
8"x6" TEE w/ TB
& 6" GV (E)
T.O.P.=5011.05
STA. 11+80.64
8"x6" SWIVEL TEE w/ TB
& 6" GV (E)
T.O.P.=5011.76
STA. 12+16.81
8"x6" TEE w/ TB
& 6" GV (W)
T.O.P.=5013.37
STA. 13+42.23
8"x6" TEE w/ TB
& 6" GV (W)
T.O.P.=5019.58
STA. 14+09.05
BEGIN HORZ. DEFL.
T.O.P.=5023.16
STA. 14+33.29
END HORZ. DEFL.
T.O.P.=5024.50
50.0' DEF.
STA. 14+24.82
T.O.P.=5024.00
STA. 14+74.82
T.O.P.=5028.20
(R821')
100.0' DEF.
STA. 10+43.20
T.O.P.=5009.25
STA. 11+43.20
T.O.P.=5010.10
(R1391')
12" HDPE STORM
STA.=12+72.24
INV.=5017.43
8" PVC STORM
STA.=11+22.34
INV.=5012.71
PROPOSED
GROUND
EXISTING
GROUND
STA.=10+90.77
INV.= 5010.26
6" PVC SANITARY
STA.=13+25.74
INV.= 5020.20
6" PVC SANITARY
S
S
S
F
F
FDC
FDC
FDC
F
UD
UD
UD
UD UD
C.O.
X
X
X
X
X
X X
X
X X
X
X
X
X
X X
X
T T T T
W
W
DC DC
6" W
6" W 6" W
6" W
6" W
6" W 6" W
6" W
CONNECT TO EXISTING
6"x6" TAPPING SADDLE
& 6"x8" REDUCER
& 8" GV (S)
N:1450087.60
E:3113822.51
2" WATER METER
N:1450060.18
E:3113787.50
23.56 LF 6" PVC
N85°01'37"W
16.14 LF 6" PVC
N85°01'37"W
23.00 LF 6" PVC
S85°01'37"E
8"x6" TEE w/ TB
& 6" GV (E)
N:1449770.46
E:3113799.90
8"x6" SWIVEL TEE w/ TB
& 6" GV (E)
N:1449786.43
E:3113801.29
FH ASSEMBLY
N:1449784.44
E:3113824.20
8"x6" TEE w/ TB
& 6" GV (W)
N:1449822.46
E:3113804.42
8"x6" TEE w/ TB
& 6" GV (W)
N:1449947.42
E:3113815.30
22.50 LF 8" PVC
N04°58'23"E
16.03 LF 8" PVC
N04°58'23"E
36.17 LF 8" PVC
N04°58'23"E
125.43 LF 8" PVC
N04°58'23"E
66.82 LF 8" PVC
N04°58'23"E
49.40 LF 8" PVC
N00°20'36"E
24.24 LF 8" PVC
R=300.00'
BEGIN HORZ. DEFL.
N:1450013.99
E:3113821.09
END HORZ. DEFL.
N:1450038.20
E:3113822.21
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
WATER LINE A
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
Sheet
LANDMARK APARTMENTS EXPANSION 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 CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
of 30
KEYMAP
DC DC
CC
EXISTING 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 WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
UTILITIES SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
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
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8. MINIMUM COVER OF 4.5' SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND
SERVICE LINE INSTALLATION. MAXIMUM ALLOWED COVER SHALL BE 6' UNLESS
SPECIFICALLY APPROVED BY THE CITY.
9. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS
INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
10. THE EXISTING WETLANDS SHALL NOT BE DISTURBED BY ANY CONSTRUCTION OR
DEVELOPMENT ACTIVITIES, EXCEPT AS APPROVED BY THE CITY ENVIRONMENTAL
PLANNER AND IN ACCORDANCE WITH SECTION 3.4.1 OF THE LAND USE CODE.
11. SEE SHEET D8 FOR INLET SCHEDULE AND SHEET EC3 FOR SCOURSTOP SCHEDULE.
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING SANITARY SEWER
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
PROPOSED RESIDENTIAL WATER SERVICE
EXISTING GAS METER
W
W1
PLAN AND PROFILE
WATER LINE A
11
LINE
MATCH
STA
11+50
LINE
MATCH
STA
11+50
NORTH
Line Over Text
Line Over Text
Line Over Text
Line Over Text
2/19/19
UD
UD
UD UD
UD
UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD
WALLENBERG DRIVE
STUART STREET
54' RIGHT OF WAY
LOT 3 ARTHER C.
SHEELY FIRST
SUBDIVISION
OWNER: DEVORE, JANICE S.
LOT 3 ARTHER
C. SHEELY
FIRST
SUBDIVISION
OWNER: HANSCH,
EDWARD C & DEBRA J
LOT 3 ARTHER
C. SHEELY
FIRST
SUBDIVISION
OWNER: HUFBAURER,
RUTH
TRACT B PULSE PUD 1ST
OWNER: NORTH SPRING CREEK
PROPERTIES LLC
TRACT C
YOUNG'S CREEK
OWNER: CITY OF FORT COLLINS
TRACT B
YOUNG'S CREEK
OWNER: CITY OF FORT COLLINS
BUILDING
C
BUILDING
D
BUILDING
E
PEDESTRIAN BRIDGE
RAIN GARDEN 3
CITY OF FORT COLLINS
100-YR FLOODWAY
CITY OF FORT COLLINS
100-YR FLOODPLAIN
CITY OF FORT COLLINS
100-YR FLOODPLAIN
8' CURB CUT
2' REVERSE
SIDEWALK CHASE
4' CURB CUT
RAIN GARDEN 2
RAIN GARDEN 4
(2) 2' REVERSE
SIDEWALK CHASES
5' SIDEWALK
HOBBIT STREET
54' RIGHT OF WAY
EXISTING WETLANDS
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
N:1449442.67
E:3113711.08
SET 24" #4 REBAR WITH
2" ALUMINUM CAP "KS"
NATURAL HABITAT
BUFFER ZONE
FEMA 100-YR
HIGH-RISK
FLOOD FRINGE
FEMA 100-YR
HIGH-RISK
FLOOD FRINGE
EX. 10' SEWER EASEMENT
BOOK 1204, PAGE 344
EX. 90' STORM
DRAINAGE EASEMENT
REC. NO. 86072551
26' EAE
24' EAE
24' EAE
24' EMERGENCY ACCESS
EASEMENT BY SEPARATE
DOCUMENT
UTILITY AND ACCESS
EASEMENT BY
SEPARATE DOCUMENT
PUBLIC ACCESS TRAIL
EASEMENT BY
SEPARATE DOCUMENT
DRAINAGE EASEMENT BY
SEPARATE DOCUMENT
OFF-SITE RIGHT OF WAY DEDICATION
BY SEPARATE DOCUMENT
OFF-SITE RIGHT OF WAY DEDICATION
BY SEPARATE DOCUMENT
RIGHT OF WAY DEDICATION
OFF-SITE 9' UTILITY EASEMENT
BY SEPARATE DOCUMENT
OFF-SITE 9' UTILITY EASEMENT
BY SEPARATE DOCUMENT
9' UTILITY EASEMENT
13.27
12.54
13.18
12.65
12.91
12.91
13.05
12.77
12.74
12.13
12.48
13.07
12.63
13.00
13.18
14.85
13.15
13.93
13.29
12.93
13.75
14.74
14.75
15.65
14.82
15.53
14.86
13.42
14.19
14.20
14.83
15.70
FFE=15.70
FFE=14.50
FFE=14.75
FFE=15.50
15.53
15.17
15.00
16.58
13.29
11.10
12.85
15.44
13.61
13.51
13.00
12.79
13.16
13.22
12.37
12.20
12.62
12.39
12.79
12.18
12.63
12.11
12.64
12.72
12.90
15.12
15.15.22 25
14.87
13.60
13.72
13.72
13.51
13.35
13.82
13.90
15.20
15.25
14.87
14.76
14.68
14.70
14.10
13.85
13.76
14.01
12.99
12.86
13.34
13.45
13.39
14.48
14.45
14.47
14.56
15.45
15.45
15.56
15.50
15.61
16.05
11.24
10.00
13.72
15.27
15.19
15.52
15.70
15.89
15.98
16.30
17.39
17.38
15.70
15.70
15.07
14.94
15.17
15.00
14.92
15.09
14.86
15.25
16.25
16.25
16.25
16.19
16.19
16.75
14.29
14.19
14.22
14.27
15.75
16.13
16.75
16.75
16.75
16.75
16.75
16.75
16.75
16.50
16.50
15.75
15.00
15.00
14.75
14.75
14.08
14.75
13.94
14.75
14.08
15.00
15.21
14.92
15.25
15.25
15.25
14.83
14.83
14.83
14.83
14.83
14.83
15.50
15.50
15.50
14.87
15.24
15.50
15.50
15.50
16.50
16.50
16.50
16.50
16.50
16.50
16.50
15.75
15.75
15.21
15.13
15.25
15.97
15.94
16.07
16.15
16.16
16.03
16.00
15.16
14.44
14.66
14.75
14.78
14.86
15.24
15.46
15.81
16.21
16.08
15.96
15.46
15.07
14.38
14.13
14.43
14.43
14.39
14.06
14.08
14.25
14.25
14.50
13.76
14.25
14.25
13.60
13.87
13.85
14.25
14.25
13.58
13.58
13.58
13.58
13.68
13.61
15.25
13.83
14.25
13.26
15.29
15.08
15.16
15.03
13.30
13.46
15.25
13.36
13.47
13.20
13.02
12.91
12.78
12.76
12.78
12.92
12.78
12.91
12.91
12.78
12.10
12.23
11.40
11.53
11.40
11.53
11.01
11.14
10.95
10.82
9.80
9.60
9.56
9.63
9.70
11.47
12.89
14.06
14.16
14.16
14.06
14.17
14.06
14.29
14.69
14.69
14.29
14.44
14.69
15.45
15.27
15.11
13.85
14.25
13.58
13.58
13.61
12.10
11.99
15.08
13.62
13.45
10.17
11.10
14.08
14.33
14.90
14.44
14.83
15.20
12.99
13.00
13.36
13.79
12.95
11.11
11.11
13.65
15.11
15.98
13.97
14.92
14.68
16.69
11.85
0.5%
2.5%
2.0%
1.0%
1.0%
0.5%
2.0%
FFE=14.50
15.03
15.03
13.17
13.13
TOC
14.50
14.50
14.50
14.75
14.75
14.75
14.75
15.25
15.25
15.25
13.58
14.25
14.25
12.50
12.50
12.50
12.50
12.50
13.47
14.15
14.21
14.25
FFE=15.50
15.50
15.50
15.50
15.50
15.50
14.51
15.19
BFE: 5012.3
BFE: 5011.53
BFE: 5012.93
9.95
12.50
12.50
12.50
12.50
12.81
12.81
12.70
12.71
9.01
9.02
11.25
13.50
13.50
13.50
10.27
2' SIDEWALK CHASE
2' CURB CUT
11.25
11.25
11.25
12.00
12.00
12.00
11.25
11.25
12.00
12.00
1.0%
1.0%
1.0%
1.0%
1.0%
1.0%
1.0%
1.0%
1.0%
12.67
12.25
2' SIDEWALK
CHASE
11.85
1' SIDEWALK CHASE
13.30
13.38
13.42
13.61
14.24
14.39
14.25
13.27
13.63
13.60
13.25
13.58
13.58
13.25
13.25
13.25
13.45
13.16
13.35
13.18
13.28
13.35
13.25
13.00
13.10
13.11
13.00
13.10
13.00
12.59
11.43
11.43
12.25
12.25
12.25
12.25
12.25
12.25
12.25
11.25
11.25
11.26
11.25
11.25
11.25
11.25
11.26
13.50
13.50
13.50
12.50
13.50
13.50
2.0%
12.25
12.25
14.30
13.96
GB
BEGIN CURB CUT
END CURB CUT
SCOURSTOP
- SEE DETAIL, SHEET EC3
SCOURSTOP
- SEE DETAIL, SHEET EC3
SCOURSTOP
- SEE DETAIL, SHEET EC3
13.30
13.24
13.50
13.78
13.02
13.72
TRANSITION TO
6" CURB HEIGHT
11.97
TRANSITION TO
6" CURB HEIGHT
Sheet
LANDMARK APARTMENTS EXPANSION 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 CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
of 30
KEYMAP
DC DC
CC
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND 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 THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
4. FLOOD ZONE DESIGNATION: ACCORDING TO FEMA MAP NUMBER 08069C0979H,
DATED MAY 2, 2012, A PORTION OF THE TRACT ABUTTING THIS LAND IS WITHIN A
FEMA DESIGNATED SPECIAL FLOOD HAZARD AREA (SFHA), AND IS SUBJECT TO
INUNDATION BY THE 1% ANNUAL CHANCE (100-YEAR) FLOOD.
5. PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA-REGULATORY 100-YR
HIGH-RISK FLOOD FRINGE, AND MUST COMPLY WITH THE FLOODPLAIN
REQUIREMENTS OF CHAPTER 10 OF THE CITY OF FORT COLLINS MUNICIPAL CODE.
6. CONSTRUCTION OF NEW RESIDENTIAL STRUCTURES IS NOT ALLOWED IN THE
FLOODWAY. RESIDENTIAL STRUCTURES ARE ALLOWED IN THE FLOOD FRINGE,
PROVIDED THAT ALL DUCT WORK, HEATING, VENTILATION AND AIR CONDITIONING
SYSTEMS, HOT WATER HEATER, ELECTRICAL AND THE LOWEST FLOOR OF THE
BUILDING ARE A MINIMUM OF 18-INCHES ABOVE THE BASE FLOOD ELEVATION (BFE).
THAT MINIMUM ELEVATION IS KNOWN AS THE REGULATORY FLOOD PROTECTION
ELEVATION (RFPE). RFPE=BFE+18".
7. THE FLOOD FRINGE IS AN AE ZONE, MEANING THAT THE BFE'S HAVE BEEN
DETERMINED, SO THE BFE FOR EACH STRUCTURE WILL BE 1.5 FEET ABOVE THE BFE,
AND THE RFPE WILL BE BFE + 1.5 FEET.
8. BASEMENTS MAY NOT BE CONSTRUCTED BELOW THE RFPE IN THE FLOOD FRINGE.
CRAWL SPACES (IF USED RATHER THAN SLAB_ON_GRADE) MUST BE BUILT IN
CONFORMANCE WITH SECTION 10_40 OF CITY OF FORT COLLINS MUNICIPAL CODE
(THIS WILL INCLUDE VENTING, SUMP PUMPS, ETC.).
9. NONSTRUCTURAL DEVELOPMENT (FENCES, DETENTION PONDS, HARD SURFACE
PATHS, FILL, DRIVEWAYS, PARKING AREAS, VEGETATION, ETC.) IS ALLOWED WITHIN
THE 100_YEAR FLOODWAY AS LONG AS IT CAN BE PROVEN THAT THE
DEVELOPMENT WILL NOT CAUSE A RISE IN THE BASE FLOOD ELEVATION (BFE) OR A
CHANGE TO THE FLOODWAY OR FLOOD FRINGE BOUNDARIES. NONSTRUCTURAL
DEVELOPMENT IS NOT RESTRICTED WITHIN THE FLOOD FRINGE.
10. ANY AND ALL CONSTRUCTION ACTIVITIES IN THE FLOODWAY OR FLOOD FRINGE
MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT. IF THE
CONSTRUCTION IS IN THE FLOODWAY A NO-RISE CERTIFICATION MUST BE
APPROVED PRIOR TO CONSTRUCTION.
11. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS
INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
12. A FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR STORM OUTFALL LOCATIONS,
BRIDGE ABUTMENTS, AND PEDESTRIAN TRAIL LOCATED WITHIN THE FLOODPLAIN.
THOUGH STORM OUTFALLS AND BRIDGE ABUTMENTS ARE NOT LOCATED WITHIN
THE FLOODWAY, ANY DISTURBANCE OF THE FLOODWAY WILL TRIGGER A NO-RISE
CERTIFICATION.
13. THE EXISTING WETLANDS SHALL NOT BE DISTURBED BY ANY CONSTRUCTION OR
DEVELOPMENT ACTIVITIES, EXCEPT AS APPROVED BY THE CITY ENVIRONMENTAL
PLANNER AND IN ACCORDANCE WITH SECTION 3.4.1 OF THE LAND USE CODE.
NOTES:
PROPOSED STORM INLET
EXISTING SPOT ELEVATION
PROPOSED FIRE HYDRANT
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
FLOODPLAIN AND FLOODWAY
POROUS LANDSCAPE DETENTION
MATCHLINE-SEE SHEET G1
G2
G2
GRADING PLAN
10
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Incorrect Plat Title
2/19/19
Spelling
Spelling
Spelling
Text Over Text
C. SHEELY
FIRST
SUBDIVISION
OWNER: HUFBAURER,
RUTH
LOT 2 ARTHER
C. SHEELY
FIRST
SUBDIVISION
OWNER: FONTE,
STEVEN J & SARAH C
LOT 1 ARTHER C.
SHEELY FIRST
SUBDIVISION
OWNER: HOGESTAD, PER M &
VEDA V
LOT 6 SEAMAN
SUBDIVISION
OWNER: EWAN, JOHN L & YVONNE S
BUILDING
A
BUILDING
B
NORTHWEST CORNER SECTION 23,
TOWNSHIP 7 NORTH, RANGE 69 WEST
FOUND 3 1
4" ALUMINUM CAP ON 2
1
2" PIPE,
LS 20123 IN MONUMENT BOX
NORTH QUARTER CORNER SECTION 23,
TOWNSHIP 7 NORTH, RANGE 69 WEST
FOUND 2 1
2" ALUMINUM CAP ON
3
4" REBAR,
LS 17497, 1999 IN MONUMENT BOX
RAIN GARDEN 1
6' CURB CUT
EMERGENCY ACCESS ROAD.
ALL-WEATHER, SOLID SURFACE
DESIGNED TO WITHSTAND 40 TONS.
N:1450087.73
E:3113834.34
SET 24" #4 REBAR WITH
2" ALUMINUM CAP "KS"
EX. 15' UTILITY EASEMENT
REC. NO. 20040037611
20' EAE
24' EAE
26' EAE
22' EAE
15.65
15.81
15.81
15.86
14.82
15.53
14.86
14.83
15.70
16.31
21.65
21.36
21.85
27.04
29.20
28.68
FFE=26.25
FFE=30.25
FFE=20.00
FFE=15.70
15.00
16.58
21.12
20.79
23.08
22.99
27.48
15.20
15.25
14.87
14.76
14.68
15.45
15.45
15.56
15.50
15.61
16.03
16.05
16.84
21.60
21.96
22.10
27.34
22.78
22.76
22.80
21.66
21.29
15.27
15.19
15.52
15.70
15.89
15.98
16.30
17.39
17.38
17.95
17.96
19.14
19.12
19.85
20.00
20.55
20.56
22.50
22.50
22.50
22.00
22.00
22.00
18.00
17.75
19.69
19.69
16.74
16.20
16.20
16.20
15.70
15.70
15.70
15.07
14.94
15.17
15.00
14.92
15.09
14.86
16.19
14.19
15.75
16.13
16.75
16.08
15.96
15.46
25.25
26.34
26.24
26.02
26.18
26.19
25.87
26.12
26.31
26.75
26.99
27.12
27.92
27.79
28.50
28.25
29.03
29.10
29.50
29.77
29.93
29.89
29.77
30.08
30.48
30.48
31.13
31.23
32.25
32.75
32.75
32.75
32.75
32.25
29.58
29.58
29.58
29.58
28.02
28.13
25.58
25.58
25.58
25.58
25.58
24.28
24.53
23.25
23.75
23.75
24.25
24.25
24.75
20.12
31.68
32.17
32.18
32.34
33.88
33.11
32.95
33.33
33.17
34.77
34.61
34.70
34.58
14.08
14.33
14.90
14.44
14.83
16.78
15.98
16.29
21.13
21.63
22.07
22.97
22.63
21.53
16.69
27.48
18.01
17.64
17.45
17.26
15.97
18.12
0.5%
7.4%
6.0%
29.97
33.76
32.57
28.96
29.97
FFE=30.25
FFE=26.25
21.37
8.1%
21.49
21.94
19.70
19.69
15.03
15.03
21.26
18.34
20.18.66 18
20.99
21.49
20.62
18.59
19.63
20.62
LANDSCAPE
WALL
26.25
26.25
26.25
26.25
20.00
20.00
20.00
20.00
14.15
14.21
FFE=20.00
15.19
27.40
31.62
31.80
32.09
31.89
31.49
31.07
30.84
30.19
29.70
10.0%
4.7%
9.2%
15.15
2' SIDEWALK
CHASE
16.14
17.31
16.00
15.00
16.00
16.00
15.00
16.00
15.00
16.01
15.01
15.00
16.00
16.00
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Sheet
LANDMARK APARTMENTS EXPANSION 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 CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
of 30
KEYMAP
DC DC
CC
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND 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 THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
4. FLOOD ZONE DESIGNATION: ACCORDING TO FEMA MAP NUMBER 08069C0979H,
DATED MAY 2, 2012, A PORTION OF THE TRACT ABUTTING THIS LAND IS WITHIN A
FEMA DESIGNATED SPECIAL FLOOD HAZARD AREA (SFHA), AND IS SUBJECT TO
INUNDATION BY THE 1% ANNUAL CHANCE (100-YEAR) FLOOD.
5. PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA-REGULATORY 100-YR
HIGH-RISK FLOOD FRINGE, AND MUST COMPLY WITH THE FLOODPLAIN
REQUIREMENTS OF CHAPTER 10 OF THE CITY OF FORT COLLINS MUNICIPAL CODE.
6. CONSTRUCTION OF NEW RESIDENTIAL STRUCTURES IS NOT ALLOWED IN THE
FLOODWAY. RESIDENTIAL STRUCTURES ARE ALLOWED IN THE FLOOD FRINGE,
PROVIDED THAT ALL DUCT WORK, HEATING, VENTILATION AND AIR CONDITIONING
SYSTEMS, HOT WATER HEATER, ELECTRICAL AND THE LOWEST FLOOR OF THE
BUILDING ARE A MINIMUM OF 18-INCHES ABOVE THE BASE FLOOD ELEVATION (BFE).
THAT MINIMUM ELEVATION IS KNOWN AS THE REGULATORY FLOOD PROTECTION
ELEVATION (RFPE). RFPE=BFE+18".
7. THE FLOOD FRINGE IS AN AE ZONE, MEANING THAT THE BFE'S HAVE BEEN
DETERMINED, SO THE BFE FOR EACH STRUCTURE WILL BE 1.5 FEET ABOVE THE BFE,
AND THE RFPE WILL BE BFE + 1.5 FEET.
8. BASEMENTS MAY NOT BE CONSTRUCTED BELOW THE RFPE IN THE FLOOD FRINGE.
CRAWL SPACES (IF USED RATHER THAN SLAB_ON_GRADE) MUST BE BUILT IN
CONFORMANCE WITH SECTION 10_40 OF CITY OF FORT COLLINS MUNICIPAL CODE
(THIS WILL INCLUDE VENTING, SUMP PUMPS, ETC.).
9. NONSTRUCTURAL DEVELOPMENT (FENCES, DETENTION PONDS, HARD SURFACE
PATHS, FILL, DRIVEWAYS, PARKING AREAS, VEGETATION, ETC.) IS ALLOWED WITHIN
THE 100_YEAR FLOODWAY AS LONG AS IT CAN BE PROVEN THAT THE
DEVELOPMENT WILL NOT CAUSE A RISE IN THE BASE FLOOD ELEVATION (BFE) OR A
CHANGE TO THE FLOODWAY OR FLOOD FRINGE BOUNDARIES. NONSTRUCTURAL
DEVELOPMENT IS NOT RESTRICTED WITHIN THE FLOOD FRINGE.
10. ANY AND ALL CONSTRUCTION ACTIVITIES IN THE FLOODWAY OR FLOOD FRINGE
MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT. IF THE
CONSTRUCTION IS IN THE FLOODWAY A NO-RISE CERTIFICATION MUST BE
APPROVED PRIOR TO CONSTRUCTION.
11. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS
INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
12. A FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR STORM OUTFALL LOCATIONS,
BRIDGE ABUTMENTS, AND PEDESTRIAN TRAIL LOCATED WITHIN THE FLOODPLAIN.
THOUGH STORM OUTFALLS AND BRIDGE ABUTMENTS ARE NOT LOCATED WITHIN
THE FLOODWAY, ANY DISTURBANCE OF THE FLOODWAY WILL TRIGGER A NO-RISE
CERTIFICATION.
13. THE EXISTING WETLANDS SHALL NOT BE DISTURBED BY ANY CONSTRUCTION OR
DEVELOPMENT ACTIVITIES, EXCEPT AS APPROVED BY THE CITY ENVIRONMENTAL
PLANNER AND IN ACCORDANCE WITH SECTION 3.4.1 OF THE LAND USE CODE.
NOTES:
PROPOSED STORM INLET
EXISTING SPOT ELEVATION
PROPOSED FIRE HYDRANT
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
FLOODPLAIN AND FLOODWAY
POROUS LANDSCAPE DETENTION
MATCHLINE-SEE SHEET G2
G1
G1
GRADING PLAN
09
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
2/19/19
Spelling
Spelling
Spelling
Text Over Text
UD
UD
UD UD
UD
UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
S
S
FDC
FDC
FDC
F
S
F
F
UD
UD UD
UD
UD
UD
C.O.
C.O.
UD
UD
UD
UD
WALLENBERG DRIVE
STUART STREET
54' RIGHT OF WAY
TRACT C
YOUNG'S CREEK
OWNER: CITY OF FORT COLLINS
TRACT B
YOUNG'S CREEK
OWNER: CITY OF FORT COLLINS
EX. 10' SEWER EASEMENT
BOOK 1204, PAGE 344
LOT 3 ARTHER C.
SHEELY FIRST
SUBDIVISION
OWNER: DEVORE, JANICE S.
LOT 3 ARTHER
C. SHEELY
FIRST
SUBDIVISION
OWNER: HANSCH,
EDWARD C & DEBRA J
LOT 3 ARTHER
C. SHEELY
FIRST
SUBDIVISION
OWNER: HUFBAURER,
RUTH
TRACT B PULSE PUD 1ST
OWNER: NORTH SPRING CREEK
PROPERTIES LLC
EX. 90' STORM DRAINAGE EASEMENT
REC. NO. 86072551
24' EAE
BUILDING
C
BUILDING
D
BUILDING
E
RAIN GARDEN 3
RAIN GARDEN 4
CITY OF FORT COLLINS
100-YR FLOODWAY
CITY OF FORT COLLINS
100-YR FLOODPLAIN
CITY OF FORT COLLINS
100-YR FLOODPLAIN
EXISTING
BUILDING
EXISTING
BUILDING
26' EAE
24' EMERGENCY ACCESS
EASEMENT BY SEPARATE
DOCUMENT
UTILITY AND ACCESS
EASEMENT BY
SEPARATE DOCUMENT
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
PEDESTRIAN BRIDGE
EXISTING WETLANDS
NATURAL
HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
<EDIT>
N:1449442.67
E:3113711.08
DRAINAGE EASEMENT BY
SEPARATE DOCUMENT
PROPOSED
TRANSFORMER
OFF-SITE RIGHT OF WAY DEDICATION
BY SEPARATE DOCUMENT
OFF-SITE RIGHT OF WAY DEDICATION
BY SEPARATE DOCUMENT
RIGHT OF WAY DEDICATION
OFF-SITE 9' UTILITY EASEMENT
BY SEPARATE DOCUMENT
OFF-SITE 9' UTILITY EASEMENT
BY SEPARATE DOCUMENT
9' UTILITY EASEMENT
SSMH A5
SSMH A3 SSMH A4
SSMH A2
SSMH A1
RAIN GARDEN 2
SANITARY LINE A1
SEE SHEET SS1
INLET 1-2
CONCRETE FES 1-1
STORM DRAIN LINE 1-1
SEE SHEET ST1
INLET 2-2A
OUTLET 2-1
STORM DRAIN LINE 2-1
SEE SHEET ST1
INLET 4-2
CONCRETE FES 4-1
STORM DRAIN LINE 4-1
SEE SHEET ST2
OUTLET 5-1
STORM DRAIN LINE 5-1
SEE SHEET ST2
CONCRETE FES 6-1
STORM DRAIN LINE 6-1
SEE SHEET ST3
WATERLINE
SEE SHEET W1
RELOCATED
FIRE HYDRANT
STORM DRAIN LINE 2-2
SEE SHEET ST1
Sheet
LANDMARK APARTMENTS EXPANSION 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 CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
of 30
KEYMAP
DC DC
CC
EXISTING 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 WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
UTILITIES SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
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
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8. MINIMUM COVER OF 4.5' SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND
SERVICE LINE INSTALLATION. MAXIMUM ALLOWED COVER SHALL BE 6' UNLESS
SPECIFICALLY APPROVED BY THE CITY.
9. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS
INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
10. THE EXISTING WETLANDS SHALL NOT BE DISTURBED BY ANY CONSTRUCTION OR
DEVELOPMENT ACTIVITIES, EXCEPT AS APPROVED BY THE CITY ENVIRONMENTAL
PLANNER AND IN ACCORDANCE WITH SECTION 3.4.1 OF THE LAND USE CODE.
11. SEE SHEET D8 FOR INLET SCHEDULE AND SHEET EC3 FOR SCOURSTOP SCHEDULE.
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING SANITARY SEWER
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
PROPOSED RESIDENTIAL WATER SERVICE
EXISTING GAS METER
W
MATCHLINE-SEE SHEET U1
U2
U2
UTILITY PLAN
08
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
Incorrect Plat Title
Spelling
Spelling
Spelling
Text Over Text
2/19/19
C.O.
C.O.
W. PROSPECT ROAD
102' RIGHT OF WAY
LOT 1 LANDMARK
SUBDIVISION PUD
OWNER: LANDMARK HOUSING LLC
LOT 3 ARTHER
C. SHEELY
FIRST
SUBDIVISION
OWNER: HUFBAURER,
RUTH
LOT 2 ARTHER
C. SHEELY
FIRST
SUBDIVISION
OWNER: FONTE,
STEVEN J & SARAH C
LOT 1 ARTHER C.
SHEELY FIRST
SUBDIVISION
OWNER: HOGESTAD, PER M &
VEDA V
EX. 15' UTILITY EASEMENT
REC. NO. 20040037611
LOT 6 SEAMAN
SUBDIVISION
OWNER: EWAN, JOHN L & YVONNE S
NORTHWEST CORNER SECTION 23,
TOWNSHIP 7 NORTH, RANGE 69 WEST
FOUND 3 1
4" ALUMINUM CAP ON 2
1
2" PIPE,
LS 20123 IN MONUMENT BOX
NORTH QUARTER CORNER SECTION 23,
TOWNSHIP 7 NORTH, RANGE 69 WEST
FOUND 2 1
2" ALUMINUM CAP ON
3
4" REBAR,
LS 17497, 1999 IN MONUMENT BOX
26' EAE
24' EAE
20' EAE
BUILDING
A
BUILDING
B
RAIN GARDEN 1
EXISTING
BUILDING
26' EAE
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
22' EAE
EMERGENCY ACCESS ROAD.
ALL-WEATHER, SOLID SURFACE
DESIGNED TO WITHSTAND 40 TONS.
<EDIT>
N:1450087.73
E:3113834.34
PROPOSED
TRANSFORMER
SSMH A7
SSMH A5
SANITARY LINE A1
SEE SHEET SS1
STORM DRAIN LINE 2-1
SEE SHEET ST1
INLET 3-2 STMH 3-2
INLET 3-4
CONCRETE FES 3-1
STORM DRAIN LINE 3-1
SEE SHEET ST2
STORM DRAIN LINE 6-1
SEE SHEET ST3
WATERLINE
SEE SHEET W1
Sheet
LANDMARK APARTMENTS EXPANSION 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 CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
of 30
KEYMAP
DC DC
CC
EXISTING 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 WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
UTILITIES SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
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
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8. MINIMUM COVER OF 4.5' SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND
SERVICE LINE INSTALLATION. MAXIMUM ALLOWED COVER SHALL BE 6' UNLESS
SPECIFICALLY APPROVED BY THE CITY.
9. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS
INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
10. THE EXISTING WETLANDS SHALL NOT BE DISTURBED BY ANY CONSTRUCTION OR
DEVELOPMENT ACTIVITIES, EXCEPT AS APPROVED BY THE CITY ENVIRONMENTAL
PLANNER AND IN ACCORDANCE WITH SECTION 3.4.1 OF THE LAND USE CODE.
11. SEE SHEET D8 FOR INLET SCHEDULE AND SHEET EC3 FOR SCOURSTOP SCHEDULE.
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING SANITARY SEWER
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
PROPOSED RESIDENTIAL WATER SERVICE
EXISTING GAS METER
W
MATCHLINE-SEE SHEET U2
U1
U1
UTILITY PLAN
07
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
Spelling
Spelling
Spelling
2/19/19
Text Over Text
OWNER: HUFBAURER,
RUTH
TRACT B PULSE PUD 1ST
OWNER: NORTH SPRING CREEK
PROPERTIES LLC
RAIN GARDEN 2
CITY OF FORT COLLINS
100-YR FLOODWAY
CITY OF FORT COLLINS
100-YR FLOODPLAIN
CITY OF FORT COLLINS
100-YR FLOODPLAIN
RAIN GARDEN 4
RAIN GARDEN 3
TRASH ENCLOSURE
OFF-SITE RIGHT OF WAY DEDICATION
BY SEPARATE DOCUMENT
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
EXISTING WETLANDS
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
<EDIT>
N:1449442.67
E:3113711.08
TRACT C
YOUNG'S CREEK
OWNER: CITY OF FORT COLLINS
TRACT B
YOUNG'S CREEK
OWNER: CITY OF FORT COLLINS
BUILDING
C
BUILDING
D
BUILDING
E
EXISTING
BUILDING
4' SIDEWALK
5' SIDEWALK
5' SIDEWALK
6' SIDEWALK
6' SIDEWALK
5' SIDEWALK
6.5' CONCRETE TRAIL
4' SIDEWALK
10' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
PEDESTRIAN BRIDGE
EX. 10' SEWER EASEMENT
BOOK 1204, PAGE 344
EX. 90' STORM DRAINAGE EASEMENT
REC. NO. 86072551
26' EAE
24' EAE
24' EAE
24'
24'
24' EAE
24' EMERGENCY ACCESS
EASEMENT BY SEPARATE
DOCUMENT
UTILITY AND ACCESS
EASEMENT BY
SEPARATE DOCUMENT
DRAINAGE EASEMENT BY
SEPARATE DOCUMENT
PUBLIC ACCESS TRAIL
EASEMENT BY
SEPARATE DOCUMENT
9'
17'
8'
13'
17'
17'
9'
8'
9'
17'
9'
19'
8'
17'
8'
17'
9'
8'
17'
17'
9'
17'
FEMA 100-YR
HIGH-RISK
FLOOD FRINGE
FEMA 100-YR
HIGH-RISK
FLOOD FRINGE
PROPOSED
TRANSFORMER
6' SIDEWALK
OFF-SITE RIGHT OF WAY DEDICATION
BY SEPARATE DOCUMENT
RIGHT OF WAY DEDICATION
OFF-SITE 9' UTILITY EASEMENT
BY SEPARATE DOCUMENT
OFF-SITE 9' UTILITY EASEMENT
BY SEPARATE DOCUMENT
9' UTILITY EASEMENT
P2
1
9'
P2
P2
P2
P2
1
1
1
1
1
1
1
1
2
1
2
2
2
2
2
2
2
2
2
2
ADA RAMP
ADA RAMP
PAVERS
- SEE LANDSCAPE PLANS
ADA RAMP
2' CURB CUT
N:1449525.79
E:3113709.99
2' SIDEWALK CHASE
N:1449495.54
E:3113703.13
(2) 2' REVERSE
SIDEWALK CHASES
N:1449437.69
E:3113733.95
BEGIN CURB CUT
N:1449709.17
E:3113713.95
2' REVERSE
SIDEWALK CHASE
N:1449693.89
E:3113773.15
4' CURB CUT
N:1449484.19
E:3113871.11
2' SIDEWALK CHASE
N:1449747.25
E:3113720.39
ADA RAMPS
5
5
8' CURB CUT
N:1449553.80
E:3114002.04
STAIRS
"VAN-ACCESSIBLE
ADA" SIGN
N:1449724.00
E:3113934.20
"VAN-ACCESSIBLE
ADA" SIGN
N:1449538.27
E:3113713.21
ADA RAMP
"ADA" SIGN
N:1449724.62
E:3113917.79
8'
9' 9'
8'
2'x6' CROSSWALKS
@ 4' O.C.
ADA RAMP
ADA RAMP
N:1449573.72
E:3113729.14
N:1449516.88
E:3113804.79
N:1449700.20
E:3113973.82
N:1449644.98
E:3113897.73
PAVERS
- SEE LANDSCAPE PLANS
N:1449715.95
E:3113806.53
N:1449696.09
E:3113898.14
N:1449747.57
E:3113727.83
HOBBIT STREET
54' RIGHT OF WAY
2' CONCRETE
CHASE
P12
END CURB CUT
N:1449692.90
E:3113727.65
5
P1
TIE TO EXISTING
CURB & GUTTER
N:1449553.50
E:3113651.16
TIE TO EXISTING
CURB & GUTTER
N:1449612.12
E:3113694.92
TIE TO EXISTING
CURB & GUTTER
N:1449685.05
E:3113694.95
"FIRE LANE" SIGN
N:1449510.74
E:3113779.79
"FIRE LANE" SIGN
N:1449735.39
E:3113742.83
"FIRE LANE" SIGN
N:1449734.58
E:3113818.22
"FIRE LANE" SIGN
N:1449743.60
E:3113865.74
"FIRE LANE" SIGN
N:1449776.78
E:3113792.92
N:1449481.98
E:3113596.95
N:1449481.50
E:3113731.24
N:1449608.39
E:3113729.28
2'x2' CONCRETE PAD
2'x2' CONCRETE PAD
2' SIDEWALK CHASE
N:1449448.18
E:3113955.58
Sheet
LANDMARK APARTMENTS EXPANSION 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 CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
of 30
KEYMAP
DC DC
CC
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING 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. 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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS
INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
7. THE EXISTING WETLANDS SHALL NOT BE DISTURBED BY ANY CONSTRUCTION OR
DEVELOPMENT ACTIVITIES, EXCEPT AS APPROVED BY THE CITY ENVIRONMENTAL
PLANNER AND IN ACCORDANCE WITH SECTION 3.4.1 OF THE LAND USE CODE.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
X' PAN PX
18" INFALL VERTICAL CURB AND GUTTER
31" DRIVE-OVER CURB AND GUTTER
1
3
18" OUTFALL VERTICAL CURB AND GUTTER 2
24" INFALL VERTICAL CURB AND GUTTER 4
12" RIBBON CURB 5
MATCHLINE-SEE SHEET HC1
HC2
HC2
HORIZONTAL CONTROL PLAN
06
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
Incorrect Plat Title
2/19/19
Spelling
Spelling
Spelling
FOUND 3 1
4" ALUMINUM CAP ON 2
1
2" PIPE,
LS 20123 IN MONUMENT BOX
NORTH QUARTER CORNER SECTION 23,
TOWNSHIP 7 NORTH, RANGE 69 WEST
FOUND 2 1
2" ALUMINUM CAP ON
3
4" REBAR,
LS 17497, 1999 IN MONUMENT BOX
SIDEWALK BUMP OUT
WITH 5' WALK
RAIN GARDEN 1
TRASH ENCLOSURE
TRASH ENCLOSURE
EMERGENCY ACCESS ROAD.
ALL-WEATHER, SOLID SURFACE
DESIGNED TO WITHSTAND 40 TONS.
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
<EDIT>
N:1450087.73
E:3113834.34
BUILDING
A
BUILDING
B
EXISTING
BUILDING
EXISTING
BUILDING
4' SIDEWALK
4' SIDEWALK
5' SIDEWALK
EX. 15' UTILITY EASEMENT
REC. NO. 20040037611
24' EAE
26' EAE
26' EAE
22' EAE
24'
26'
26'
20' EAE
17'
8'
15'
8'
17'
9'
17'
8'
8' 13'
17'
9'
9'
PROPOSED
TRANSFORMER
SIDEWALK
WIDTH VARIES
SIDEWALK
WIDTH VARIES
P2
1
1
5
1
2
2
2
2
2
2
1
3 4
ADA RAMP
ADA RAMP
w/ HANDRAILS
LANDSCAPE
WALL
PAVERS
- SEE LANDSCAPE PLANS
30'
RAMP LANDING
RAMP
LANDING
2' SIDEWALK CHASE
N:1449747.25
E:3113720.39
6' CURB CUT
N:1449790.15
E:3113905.08
WHEEL STOP (TYP.)
- SEE DETAILS
WHEEL STOP (TYP.)
- SEE DETAILS
5
5
5
5
5
5
STAIRS
8'
9' 9'
"VAN-ACCESSIBLE
ADA" SIGN
N:1449916.71
E:3113771.23
"ADA" SIGN
N:1449916.70
E:3113785.23
5'
STAIRS
9' 9'
2'x6' CROSSWALKS
@ 4' O.C.
N:1449747.57
E:3113727.83
N:1449869.56
E:3113786.35
N:1450053.78
E:3113749.89
N:1449920.06
E:3113787.86
TIE TO EXISTING
CURB & GUTTER
N:1450097.51
E:3113832.86
TIE TO EXISTING
CURB & GUTTER
N:1450097.86
E:3113788.91
"FIRE LANE" SIGN
N:1449735.39
E:3113742.83
"FIRE LANE" SIGN
N:1449776.78
E:3113792.92
"FIRE LANE" SIGN
N:1449851.49
E:3113799.42
"FIRE LANE" SIGN
N:1449874.07
E:3113744.86
"FIRE LANE" SIGN
N:1449917.20
E:3113803.13
"FIRE LANE" SIGN
N:1449991.92
E:3113809.63
"FIRE LANE" SIGN
N:1450050.51
E:3113830.75
N:1449785.66
E:3114023.99
N:1449875.57
E:3113729.86
N:1450023.63
E:3113840.00
2'x2' CONCRETE PAD
LINE TABLE
LINE
L1
L3
L4
L5
L7
L8
L9
L11
L12
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L34
L36
L37
L38
L40
L41
LENGTH
15.23'
16.00'
32.00'
18.76'
14.00'
81.00'
13.59'
1.75'
15.33'
53.64'
5.59'
14.00'
118.00'
15.00'
4.00'
26.00'
3.00'
14.00'
36.00'
14.00'
87.59'
41.92'
23.95'
15.00'
104.00'
12.00'
12.00'
96.00'
BEARING
N00°20'35.54"E
N89°39'24.46"W
N00°20'35.54"E
N00°20'35.54"E
S89°39'24.46"E
N00°20'35.54"E
N89°39'24.46"W
N00°20'35.54"E
N89°39'24.46"W
N00°20'35.54"E
S89°39'24.46"E
S00°20'35.54"W
S89°39'24.46"E
N00°20'35.54"E
S89°39'24.46"E
N00°20'35.54"E
N89°39'24.46"W
N00°20'35.54"E
N89°39'24.46"W
S00°20'35.54"W
N89°39'24.46"W
S69°59'22.46"E
S04°58'22.54"W
S85°01'37.46"E
S04°58'22.54"W
N85°01'37.46"W
S85°01'37.46"E
S04°58'22.54"W
LINE TABLE
LINE
L42
L44
L46
L48
L49
L50
L52
L53
L54
L56
L57
L58
L60
L61
L62
L64
L65
L66
L68
L69
L70
L72
L73
L74
L77
L79
L80
L81
LENGTH
13.00'
1.71'
12.61'
14.00'
90.00'
12.50'
12.50'
80.00'
17.90'
10.00'
96.00'
8.50'
12.50'
99.00'
15.01'
5.00'
24.00'
7.06'
15.00'
72.00'
12.50'
12.50'
90.00'
15.00'
12.44'
15.00'
71.00'
14.00'
BEARING
N85°01'37.46"W
S04°58'22.54"W
S87°50'25.46"E
N02°09'34.54"E
S87°50'25.46"E
S02°09'34.54"W
N02°09'34.54"E
S87°50'25.46"E
S02°09'34.54"W
S89°39'24.46"E
S00°20'35.54"W
N89°39'24.46"W
S89°39'24.46"E
S00°20'35.54"W
N89°39'24.46"W
S00°16'28.43"W
N89°39'24.46"W
N00°20'35.54"E
N89°39'24.46"W
N00°20'35.54"E
S89°39'24.46"E
N89°39'24.46"W
N00°20'35.54"E
S89°39'24.46"E
N87°50'25.46"W
S02°09'34.54"W
N87°50'25.46"W
N02°09'34.54"E
LINE TABLE
LINE
L83
L87
L88
L89
L91
L92
L93
L94
L96
L98
L99
L100
L102
L103
L104
L106
L108
L110
L112
L114
L116
L117
L118
L119
L120
L122
L123
LENGTH
65.79'
15.54'
45.50'
15.00'
6.20'
24.50'
5.98'
47.82'
108.38'
62.26'
22.00'
16.87'
15.00'
41.00'
14.00'
5.61'
124.22'
26.02'
38.41'
34.83'
1.02'
19.32'
21.10'
3.54'
11.94'
8.62'
12.28'
BEARING
N87°50'25.46"W
S00°00'35.37"W
N89°59'24.63"W
N00°00'35.37"E
N89°59'24.63"W
N00°00'35.37"E
S89°59'24.63"E
S89°59'24.63"E
N04°58'22.54"E
N89°59'24.63"W
N00°00'35.37"E
S89°59'24.63"E
N00°00'35.37"E
S89°59'24.63"E
S00°00'35.37"W
S89°59'24.63"E
N04°58'22.54"E
N26°55'25.46"W
N84°47'30.68"W
N81°52'26.74"E
N00°20'35.37"E
S89°45'29.69"E
S89°21'22.84"E
S89°28'23.21"E
N59°59'24.63"W
N89°39'24.46"W
N90°00'00.00"W
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C10
C14
C18
C22
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
DELTA
19°58'11"
257°59'44"
60°24'18"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
31°13'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
43°01'06"
27°03'03"
50°32'44"
61°12'34"
31°02'08"
34°45'27"
24°38'43"
58°49'09"
89°40'00"
90°00'00"
180°00'00"
90°00'00"
92°48'48"
90°00'00"
180°00'00"
91°48'59"
RADIUS
209.52'
50.00'
50.00'
3.00'
3.00'
3.00'
4.50'
14.00'
3.00'
2.00'
3.00'
3.00'
40.00'
38.25'
36.76'
62.92'
80.86'
130.15'
50.00'
20.00'
25.00'
2.00'
5.00'
2.00'
8.00'
3.00'
4.50'
3.00'
LENGTH
73.02'
225.14'
52.71'
4.71'
4.71'
4.71'
7.07'
7.63'
4.71'
3.14'
4.71'
4.71'
30.03'
18.06'
32.43'
67.22'
43.80'
78.96'
21.51'
20.53'
39.12'
3.14'
15.71'
3.14'
12.96'
4.71'
14.14'
4.81'
BEARING
N78°56'33"E
S19°10'20"W
N62°01'57"W
N44°39'24"W
N45°20'36"E
N44°39'24"W
N44°39'24"W
N74°44'07"E
S44°39'24"E
N45°20'36"E
N44°39'24"W
S45°20'36"W
S68°50'02"W
S56°27'51"E
S68°12'41"E
S62°52'46"E
S47°47'34"E
S45°55'54"E
S16°13'49"E
S33°19'02"E
N45°10'35"E
S40°01'37"E
S04°58'23"W
S49°58'23"W
S41°26'01"E
N47°09'35"E
S87°50'25"E
S43°44'55"E
CHORD
72.66'
77.72'
50.30'
4.24'
4.24'
4.24'
6.36'
7.53'
4.24'
2.83'
4.24'
4.24'
29.33'
17.89'
31.39'
64.06'
43.27'
77.75'
21.34'
19.64'
35.25'
2.83'
10.00'
2.83'
11.59'
4.24'
9.00'
4.31'
CURVE TABLE
CURVE
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
C53
C54
C55
C56
C57
C58
C59
C60
C61
C62
C63
C64
DELTA
180°00'00"
90°08'14"
90°00'00"
180°00'00"
90°00'00"
88°11'01"
90°00'00"
90°00'00"
66°25'55"
55°57'35"
81°40'39"
90°00'00"
85°02'13"
94°57'47"
90°00'00"
90°00'00"
85°02'13"
31°53'48"
55°45'22"
166°39'57"
81°31'51"
29°40'00"
32°54'00"
107°46'59"
74°31'29"
RADIUS
4.50'
2.00'
2.00'
4.50'
2.00'
10.00'
2.00'
3.00'
25.00'
49.00'
2.00'
1.50'
25.00'
10.00'
2.00'
3.00'
5.00'
25.00'
19.27'
1.00'
9.00'
27.00'
9.79'
15.42'
11.84'
LENGTH
14.14'
3.14'
3.14'
14.14'
3.14'
15.39'
3.14'
4.71'
28.99'
47.86'
2.85'
2.36'
37.10'
16.57'
3.14'
4.71'
7.42'
13.92'
18.75'
2.91'
12.81'
13.98'
5.62'
29.00'
15.40'
BEARING
S00°20'36"W
S45°20'36"W
N44°39'24"W
N00°20'36"E
N45°20'36"E
N43°44'55"W
S47°09'35"W
N42°50'25"W
S58°56'37"W
S53°42'27"W
S40°50'55"W
N44°59'25"W
N47°29'29"E
N42°30'31"W
N45°00'35"E
S44°59'25"E
N47°29'29"E
N10°58'31"W
N54°48'06"W
N01°27'32"W
N41°06'31"E
N74°49'25"W
N73°33'00"W
S69°00'31"W
S52°22'46"W
CHORD
9.00'
2.83'
2.83'
9.00'
2.83'
13.92'
2.83'
4.24'
27.39'
45.98'
2.62'
2.12'
33.79'
14.74'
2.83'
4.24'
6.76'
13.74'
18.02'
1.99'
11.75'
13.82'
5.54'
24.91'
14.34'
Sheet
LANDMARK APARTMENTS EXPANSION 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 CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
of 30
KEYMAP
DC DC
CC
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING 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. 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. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE. THE NATURAL HABITAT BUFFER ZONE IS
INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
7. THE EXISTING WETLANDS SHALL NOT BE DISTURBED BY ANY CONSTRUCTION OR
DEVELOPMENT ACTIVITIES, EXCEPT AS APPROVED BY THE CITY ENVIRONMENTAL
PLANNER AND IN ACCORDANCE WITH SECTION 3.4.1 OF THE LAND USE CODE.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
X' PAN PX
18" INFALL VERTICAL CURB AND GUTTER
31" DRIVE-OVER CURB AND GUTTER
1
3
18" OUTFALL VERTICAL CURB AND GUTTER 2
24" INFALL VERTICAL CURB AND GUTTER 4
12" RIBBON CURB 5
MATCHLINE-SEE SHEET HC2
HC1
HC1
HORIZONTAL CONTROL PLAN
05
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
Spelling
Spelling
2/19/19
S
S
S
D
D
UD UD UD UD
UD
UD
UD UD UD
UD
UD
UD
UD UD
UD
UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
S
TRACT E
YOUNG'S
CREEK
(TO BE VACATED)
TRACT C
YOUNG'S CREEK
OWNER: CITY OF FORT COLLINS
TRACT B
YOUNG'S CREEK
OWNER: CITY OF FORT COLLINS
TRACT D
YOUNG'S
CREEK
(TO BE VACATED)
LOT 1
YOUNG'S CREEK
(TO BE VACATED)
LOT 2
YOUNG'S CREEK
(TO BE VACATED)
LOT 3
YOUNG'S CREEK
(TO BE VACATED)
LOT 4
YOUNG'S CREEK
(TO BE VACATED)
TRACT F
YOUNG'S CREEK
(TO BE VACATED)
HOBBIT STREET
RIGHT OF WAY
51' RIGHT OF WAY
(TO BE VACATED)
EX. 10' SEWER EASEMENT
EX. 5' MAINTENANCE EASEMENT BOOK 1204, PAGE 344
REC. NO. 20040037611
TO BE VACATED
EX. 20' ACCESS & UTILITY EASEMENT
REC. NO. 20040037611
TO BE VACATED
EX. 9' UTILITY EASEMENT
REC. NO. 20040037611
TO BE VACATED
EX. 5' MAINTENANCE EASEMENT
REC. NO. 20040037611
TO BE VACATED
EX. 5' MAINTENANCE EASEMENT
REC. NO. 20040037611
TO BE VACATED
EX. 90' STORM DRAINAGE EASEMENT
REC. NO. 86072551
EX. 20' ACCESS AND UTILITY EASEMENT
REC. NO. 20040037611
TO BE VACATED
EXISTING
SIDEWALK
TO REMAIN
RELOCATE EXISTING
ELECTRICAL BOX AND
LIGHTPOLE
EX. FIRE HYDRANT
TO BE RELOCATED
RELOCATE EXISTING
IRRIGATION CONTROL
SAWCUT
SAWCUT
CITY OF FORT COLLINS
100-YR FLOODWAY
CITY OF FORT COLLINS
100-YR FLOODPLAIN
CITY OF FORT COLLINS
100-YR FLOODPLAIN
EXISTING
FIRE HYDRANT
EX. FIRE HYDRANT
TO REMAIN
EXISTING WETLANDS
WALLENBERG DRIVE
STUART STREET
54' RIGHT OF WAY
LOT 3 ARTHER C.
SHEELY FIRST
SUBDIVISION
OWNER: DEVORE, JANICE S.
LOT 3 ARTHER
C. SHEELY
FIRST
SUBDIVISION
OWNER: HANSCH,
EDWARD C & DEBRA J
LOT 3 ARTHER
C. SHEELY
FIRST
SUBDIVISION
OWNER: HUFBAURER,
RUTH
TRACT B PULSE PUD 1ST
OWNER: NORTH SPRING CREEK
PROPERTIES LLC
N:1449442.67
E:3113711.08
SET 24" #4 REBAR WITH
2" ALUMINUM CAP "KS"
FEMA 100-YR
HIGH-RISK
FLOOD FRINGE
FEMA 100-YR
HIGH-RISK
FLOOD FRINGE
HOBBIT STREET
RIGHT OF WAY
54' RIGHT OF WAY
SAWCUT
REMOVE EXISTING
BARRICADES
/
/ / / / / / /
/ / / /
/
/ / / / / /
/
/
/ / / /
/
/
/ / /
/ / / / /
/ /
REMOVE FIRE
HYDRANT LINE
REMOVE PORTION
OF WATERLINE
REMOVE PORTION
OF SANITARY
DEMO ASPHALT
AS NECESSARY
DEMO ASPHALT
AS NECESSARY
ADJUST WATER VALVE
RIMS TO FINISHED GRADE
Sheet
LANDMARK APARTMENTS EXPANSION 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 CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
of 30
KEYMAP
DC DC
CC
LEGEND:
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
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. 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. THE CITY OF FORT
COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL
ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD
AND CAN BE REACHED AT (970) 482-1249.
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.
6. THE EXISTING WETLANDS SHALL NOT BE DISTURBED BY ANY CONSTRUCTION OR
DEVELOPMENT ACTIVITIES, EXCEPT AS APPROVED BY THE CITY ENVIRONMENTAL
PLANNER AND IN ACCORDANCE WITH SECTION 3.4.1 OF THE LAND USE CODE.
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H
Y
D
CONTROL
IRR
H2O
G
EXISTING TREES (TO BE REMOVED)
FORT COLLINS 100-YR FLOODWAY
FORT COLLINS 100-YR FLOODPLAIN
FEMA 100-YR HIGH-RISK FLOOD FRINGE
REMOVE EXISTING ASPHALT / CONCRETE / GRAVEL
MATCHLINE-SEE SHEET EX1
EX2
EX2
AND DEMOLITION PLAN
EXISTING CONDITIONS
04
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
Spelling
Spelling
Spelling
2/19/19
Incorrect Plat Title
TRACT A
YOUNG'S CREEK
(TO BE VACATED)
EX. 15' UTILITY EASEMENT
REC. NO. 20040037611
EX. 20' UTILITY & EMERGENCY
ACCESS EASEMENT
REC. NO. 20040037611
TO BE VACATED
TRACT A
YOUNG'S CREEK
(TO BE VACATED)
NORTHWEST CORNER SECTION 23,
TOWNSHIP 7 NORTH, RANGE 69 WEST
FOUND 3 1
4" ALUMINUM CAP ON 2
1
2" PIPE,
LS 20123 IN MONUMENT BOX
NORTH QUARTER CORNER SECTION 23,
TOWNSHIP 7 NORTH, RANGE 69 WEST
FOUND 2 1
2" ALUMINUM CAP ON
3
4" REBAR,
LS 17497, 1999 IN MONUMENT BOX
REMOVE EXISTING
ELECTRICAL BOX
REMOVE EXISTING
SANITARY SEWER
MARKERS AND REMOVE/ABANDON
SEWER AS NECESSARY
REMOVE EXISTING
FENCE
REMOVE EXISTING
FENCE
SAWCUT
W. PROSPECT ROAD
102' RIGHT OF WAY
LOT 1 LANDMARK
SUBDIVISION PUD
OWNER: LANDMARK HOUSING LLC
LOT 2 ARTHER
C. SHEELY
FIRST
SUBDIVISION
OWNER: FONTE,
STEVEN J & SARAH C
LOT 1 ARTHER C.
SHEELY FIRST
SUBDIVISION
OWNER: HOGESTAD, PER M &
VEDA V
LOT 6 SEAMAN
SUBDIVISION
OWNER: EWAN, JOHN L & YVONNE S
N:1450087.73
E:3113834.34
SET 24" #4 REBAR WITH
2" ALUMINUM CAP "KS"
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
Sheet
LANDMARK APARTMENTS EXPANSION 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 CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
of 30
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
KEYMAP
DC DC
CC
LEGEND:
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
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. 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. THE CITY OF FORT
COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL
ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD
AND CAN BE REACHED AT (970) 482-1249.
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.
6. THE EXISTING WETLANDS SHALL NOT BE DISTURBED BY ANY CONSTRUCTION OR
DEVELOPMENT ACTIVITIES, EXCEPT AS APPROVED BY THE CITY ENVIRONMENTAL
PLANNER AND IN ACCORDANCE WITH SECTION 3.4.1 OF THE LAND USE CODE.
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H
Y
D
CONTROL
IRR
H2O
G
EXISTING TREES (TO BE REMOVED)
FORT COLLINS 100-YR FLOODWAY
FORT COLLINS 100-YR FLOODPLAIN
FEMA 100-YR HIGH-RISK FLOOD FRINGE
REMOVE EXISTING ASPHALT / CONCRETE / GRAVEL
MATCHLINE-SEE SHEET EX2
EX1
EX1
AND DEMOLITION PLAN
EXISTING CONDITIONS
03
NORTH
2/19/19
Spelling
Spelling
provider, a pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm
sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved
by the Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if
water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado
Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control
Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property.
Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer,
must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility
Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties,
certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in
excess of those allowed prior to certification per the Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of
groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or
injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage
facilities in the development.
19. All recommendations of the FINAL DRAINAGE AND EROSION CONTROL REPORT FOR LANDMARK APARTMENTS
EXPANSION by Northern Engineering Services, Inc. dated JANUARY 25, 2019, shall be followed and implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures
shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or
landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud
and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end
loader, etc.) or as approved by the the City of Fort Collins street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development
Construction Permit is obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of
construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins
Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or
construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of
construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort
Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility
trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report
does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the
subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of
the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall
be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter,
sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the
gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or
surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any
deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will
be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road
construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All
service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for
additional criteria for roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as
established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection
for any tree removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control,
and security. Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way
authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting,
the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the
construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort
Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the
contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as
needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the
Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to
directing traffic access to and from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no
site construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort collins.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown
on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the
Designer for clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards
and specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or
specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and
available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings
to the City of Fort Collins Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the
project as well as the basis of bearings. The information shall be as follows:
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark 29-92
Approximate 300 feet south of West Prospect Road and Shields Street, on the north end of the west bridge parapet wall.
Elevation= 5025.67
City of Fort Collins Benchmark 28-92
Southwest corner of West Prospect Road and Center Avenue, on a water valve pit.
Elevation= 5010.65
Please note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for
their vertical datums.
If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 -
3.17
BASIS OF BEARING
The West line of Young's Creek as bearing North 00°00'35" East (assumed bearing).
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and
gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be
replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of
completed improvements and/or prior to the issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition.
The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made.
Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in
smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than
one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a
complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are
made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed
before construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from
material and workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm
drainage structures and pipes, for the following private streets: N.A.
48. Portions of the property are within FEMA Floodplain Zone AE, Fort Collins designated Floodplain and Fort Collins designated
floodway. A Floodplain Use Permit is required for any development within the floodplain. See Grading Plan for detailed notes
concerning construction within the floodplain and floodway.
49. Approved Variances are listed as follows:
a. Parking Setback Variance for proposed parking off Hobbit Street
b. Sidewalk around cul-de-sac at Hobbit termination is attached
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping,
grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as
indicated in the approved project schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping
the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and
maintaining all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall
be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a
roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are
installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty
(30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise
approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as
necessary in order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion
control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all
sediment and debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other
public rights of way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so
as not to cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface
roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the
project and before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of
any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials,
concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever
measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all
applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain
washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction
activities the concrete washout material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall
implement whatever measures are determined necessary, as directed by the City.
B. Street Improvement Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes
listed here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins
Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8
inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the
existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where
a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort
Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid
until the subgrade has been inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box
adjusting rings are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition.
The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in
conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The
determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated
with adjacent landowners such that future projects do not cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado
supplement) and as per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to
installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and
reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material
(when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical
"proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total
GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90
p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which
exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or
otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior
to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking
Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment
and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent
installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All
discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the
City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic
Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards.
All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on
traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property.
Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s).
2. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer,
must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility
Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties,
certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in
excess of those allowed prior to certification per the Development Agreement.
E. Utility Notes
1. All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to
date of construction.
2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved
by the water utility.
3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61
and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and
connections.
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner CS2
CONSTRUCTION NOTES
GENERAL AND
2/19/19 02
BASIS OF BEARINGS
See sheet CS1.
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions 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 imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
PROJECT
LOCATION
VICINITY MAP
NORTH
DEVELOPER/APPLICANT
SITE ENGINEER
SURVEYOR
ORIGINAL FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
PROJECT BENCHMARKS:
SHEET INDEX
LANDMARK APARTMENTS EXPANSION
LOTS 1 & 2, LANDMARK APARTMENTS, LOCATED IN THE
NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
Sheet
LANDMARK APARTMENTS EXPANSION 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 CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
of 30
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
GAS----------------- Xcel Energy----------------------------- Al Ermer (970) 225-7869
ELECTRIC-------- City of Fort Collins Light & Power-- Luke Unruh (970) 416-2724
CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0245
TELECOM.--------Qwest Local Network------------------ Bill Johnson (970) 377-6401
WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
WASTEWATER--City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
STORMWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339
King Surveyors
King Surveyors Project No. 2012606
Date: February 15, 2016
Soilogic, Inc.
"GEOTECHNICAL SUBSURFACE EXPLORATION REPORT
LANDMARK APARTMENTS EXPANSION"
Soilogic Project No. 16-1024
Date: February 24, 2016
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark 29-92
Approximate 300 feet south of West Prospect Road and Shields Street, on the north end of
the west bridge parapet wall.
Elevation= 5025.67
City of Fort Collins Benchmark 28-92
Southwest corner of West Prospect Road and Center Avenue, on a water valve pit.
Elevation= 5010.65
Please note: This plan set is using NAVD88 for a vertical datum. Surrounding developments
have used NGVD29 Unadjusted for their vertical datums.
If NGVD29 Unadjusted datum is required for any purpose, the following equation should be
used: NGVD29 Unadjusted = NAVD88 - 3.17
BASIS OF BEARING
The West line of Young's Creek as bearing North 00°00'35" East (assumed bearing).
01 CS1 COVER SHEET
02 CS2 GENERAL AND CONSTRUCTION NOTES
03-04 EX1-EX2 EXISTING CONDITIONS AND DEMOLITION PLAN
05-06 HC1-HC2 HORIZONTAL CONTROL PLAN
07-08 U1-U2 UTILITY PLAN
09-10 G1-G2 GRADING PLAN
11 W1 WATER LINE A PLAN AND PROFILE
12 W2 WATER LINES B & C PLAN AND PROFILE
13 SS1 SANITARY LINE A1 PLAN AND PROFILE
14 ST1 STORM DRAIN LINES 1-1, 2-1, & 2-2 PLAN AND PROFILE
15 ST2 STORM DRAIN LINES 3-1, 4-1, & 5-1 PLAN AND PROFILE
16 ST3 STORM DRAIN LINE 6-1 PLAN AND PROFILE
17-18 EC1-EC2 EROSION CONTROL PLAN
19 EC3 EROSION CONTROL DETAILS
20 D1 SANITARY DETAILS
21-22 D2-D3 WATER DETAILS
23-24 D4-D5 SITE DETAILS
25-27 D6-D8 DRAINAGE DETAILS
28-29 D8-D9 PEDESTRIAN BRIDGE DETAILS
30 DR1 DRAINAGE PLAN
CS1
COVER SHEET
01
ABC = AGGREGATE BASE COURSE
ACP = ASBESTOS-CEMENT PIPE
BLDG = BUILDING
BP = BEGINNING POINT
CL = CENTERLINE
CMP = CORRUGATED METAL PIPE
C.O. = CLEAN OUT
DIP = DUCTILE IRON PIPE
EAE = EMERGENCY ACCESS EASEMENT
EL or ELEV = ELEVATION
EOA = EDGE OF ASPHALT
EP = ENDING POINT
FES = FLARED END SECTION
FFE = FINISHED FLOOR ELEVATION
FL = FLOWLINE
FH = FIRE HYDRANT
GB = GRADE BREAK
GV = GATE VALVE
HC = HANDICAP
HP = HIGH POINT
INV = INVERT
LF = LINEAR FEET
LP = LOW POINT
MAX = MAXIMUM
MH or M.H. = MANHOLE
MIN = MINIMUM
PC = POINT OF CURVATURE
PCR = POINT OF CURVE RETURN
PERF = PERFORATED
PRC = POINT OF REVERSE CURVE
PT = POINT OF TANGENCY
PVC = POLYVINYL CHLORIDE
PVI = POINT OF VERTICAL INTERSECTION
PVMT = PAVEMENT
RCP = REINFORCED CONCRETE PIPE
RD = ROOF DRAIN
RDC = ROOF DRAIN CONNECTION
ROW = RIGHT OF WAY
STA = STATION
STD = STANDARD
SQ FT = SQUARE FOOT / FEET
SW = STEEL WATERLINE
TB = THRUST BLOCK
TBC = TOP BACK OF CURB
TH = THORNBURG-HAMILTON
TYP = TYPICAL
WSEL = WATER SURFACE ELEVATION
ABBREVIATIONS:
BASIS OF BEARINGS
The City's Benchmark Statement format has
been revised. This does not match the
revised format. See written comments.
2/19/19
These do not match these sheets.