HomeMy WebLinkAboutNORTHFIELD FILING 1, EXPANDED - PDP - PDP180011 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSSITE
TYPICAL CONNECTOR LOCAL STREET SECTION
NTS
TYPICAL LEFT TURN MEDIAN DETAIL
NTS
TYPICAL 4-LANE ARTERIAL STREET SECTION
NTS
CONNECTOR LOCAL W/ MEDIAN
STREET DETAIL
NTS
TYPICAL TURN LANE MEDIAN DETAIL
NTS
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO.
of
1282-168-03
NORTHFIELD
COVER SHEET
10/17/18
N/A
N/A
N. LEMAY AVENUE
MATCHLINE
SEE SHEET 4
MATCHLINE
SEE SHEET 3
lake canal
Snyder, Richard F
Schlagel, Donald E
/Cheryl D
Schlagel, Leonard L
/June S
Unterberger,
Lorin
Graham, John
C/Ginger L
KEY MAP
NTS
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO.
of
1282-168-03
NORTHFIELD
EXISTING CONDITIONS & DEMOLITION PLAN
10/17/18
1"=50'
N/A
LAJ
JTC
2 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
REDWOOD STREET
lake canal
dry creek
MATCHLINE
SEE SHEET 2
MATCHLINE
SEE SHEET 4
Snyder, Richard F
Tract A, Redwood
Village PUD Phase II
Rocky Mountain
Raptor Program
Snyder, Richard F
KEY MAP
NTS
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO.
of
1282-168-03
NORTHFIELD
EXISTING CONDITIONS & DEMOLITION PLAN
10/17/18
1"=50'
N/A
LAJ
JTC
3 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
0
50'
50 25 50 100
SCALE: 1" =
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
CHECKED BY: MARKING OF UNDERGROUND MEMBER UTILITIES.
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
N. LEMAY AVENUE
MATCHLINE
SEE SHEET 2
MATCHLINE
SEE SHEET 3
Swartz, David A,
Milcan, Susan Marie
Lot 29
Arreola,
Manuel L
Lot 30
Cusack, Joan E
Lot 37
Emmerich, Karla J
Lot 41
Tallent, Charles G / Tami A
Bazoin-Lappartient,
Andrea Marie, Gregory C
Lot 40
Mondragon, Lucy
V / Christina M,
Lot 28
Alta Vista Subdivision
Graham, John
C/Ginger L
Kederike Lemay,
LLC
Rocky Mountain
Raptor Program
MAIN
STREET
KEY MAP
NTS
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO.
of
1282-168-03
NORTHFIELD
EXISTING CONDITIONS & DEMOLITION PLAN
10/17/18
1"=50'
N/A
LAJ
JTC
4 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
N. LEMAY AVENUE
E. SUNIGA ROAD
HARVEST SUN STREET
PIONEER TRAIL ROAD
SCHLAGEL STREET
LANDMARK WAY ROAD
REDWOOD STREET
STEELEY DRIVE
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO.
of
1282-168-03
NORTHFIELD
OVERALL UTILITY PLAN
10/17/18
1" = 100'
N/A
LAJ
JTC
5 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
0
100'
100 50 100 200
SCALE: 1" =
PRELIMINARY
NOT FOR CONSTRUCTION
FLOODPLAIN NOTES
1. THE CURRENT EFFECTIVE (JUNE 17, 2008) FEMA FLOOD INSURANCE RATE MAP (FIRM, MAP NUMBERS 08096C0977G & 08069C0981G) DEPICTS
THE 100-YR FLOODPLAIN IN SOME AREAS OF THE PROPOSED DEVELOPMENT. HOWEVER, IT IS ANTICIPATED THAT, AT THE TIME OF BUILDING
CONSTRUCTION ON THE AFFECTED LOTS, THE NORTHEAST COLLEGE CORRIDOR OUTFALL PROJECT (NECCO) WILL HAVE REMAPPED THE
FLOODPLAIN SUCH THAT THE 100-YR FLOODPLAIN WILL NO LONGER BE PRESENT ON THE PROPOSED DEVELOPMENT. IT IS ANTICIPATED THAT
THE MAP REVISION WILL BE COMPLETED BY THE END OF 2019.
2. IF THE DEVELOPER DECIDES TO CONSTRUCT STRUCTURES OR OTHER CONSTRUCTION ELEMENTS IN THE CURRENT EFFECTIVE 100-YR
FLOODPLAIN BEFORE THE REMAPPING EFFORTS ARE COMPLETE AND DOCUMENTED BY NECCO AND FEMA, IT SHOULD BE NOTED THAT
ADDITIONAL ANALYSIS OF THE BFE IS NECESSARY, AND THE FOLLOWING NOTES WILL ALSO APPLY:
2.1 FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR EACH STRUCTURE AND EACH SITE CONSTRUCTION ELEMENT (DETENTION PONDS, BIKE
PATHS, PARKING LOTS, UTILITIES, ETC.) IN THE FLOODPLAIN
2.2.A FEMA ELEVATION OR FLOODPROOFING CERTIFICATE MUST BE COMPLETED AND APPROVED BEFORE THE CERTIFICATE OF
OCCUPANCY (CO) IS ISSUED FOR ANY STRUCTURES IN THE FLOODPLAIN.
3. THE 500 -YR FLOODPLAIN (SHADED ZONE X - NOT SHOWN HEREON) IS DUE TO THE FLOODING OF THE POUDRE RIVER, CRITICAL FACILITIES ARE
PROHIBITED WITHIN THE 500-YR FLOODPLAIN, FACILITIES FOR AT-RISK POPULATIONS (DAYCARES, SCHOOLS, NURSING HOMES, ETC.) AND
EMERGENCY SERVICES FACILITIES (E.G. URGENT CARE, HOSPITALS, FIRE, POLICE).
lake canal ditch
MATCHLINE
SEE SHEET 7
HLAGEL STREET
N. LEMAY AVENUE
HARVEST SUN STREET
PIONEER TRAIL ROAD
SCHLAGEL STREET
LANDMARK WAY ROAD
Block 2 Block 1
Block 3
Block 7 Block 6 Block 5
Block 8
Block 10
Block 9
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 1
Lot 2
ONLY
ONLY
ONLY
lake canal ditch
SCHLAGEL STREET
E. SUNIGA ROAD
REDWOOD STREET
Block 11
Lot 1
Tract D
(Drainage, Utility, &
Access Easement)
Tract B
(Drainage, Utility, &
Access Easement)
Tract G
(Drainage, Utility, &
Access Easement)
Tract E
(Drainage, Utility, &
Access Easement)
Tract H
(Drainage,
Utility, &
Access
Easement)
STEELEY DRIVE
KEY MAP
NTS
CONCEPTUAL STORM DRAIN RUNNING TRAP
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO.
of
1282-168-03
NORTHFIELD
UTILITY PLAN
10/17/18
1"=50'
N/A
LAJ
JTC
7 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
0
50'
50 25 50 100
SCALE: 1" =
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
ONLY
ONLY
ONLY
N. LEMAY AVENUE
E. SUNIGA ROAD
LANDMARK WAY ROAD
MATCHLINE
SEE SHEET 7
RAIN
GARDEN
Tract I
(Drainage, Utility, &
Access Easement)
Tract E
(Drainage, Utility, &
Access Easement)
Tract F
(Drainage, Utility, &
Access Easement)
Tract H
(Drainage, Utility, &
Access Easement)
KEY MAP
NTS
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO.
of
1282-168-03
NORTHFIELD
UTILITY PLAN
10/17/18
1"=50'
N/A
LAJ
JTC
8 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
AE
AG
AH
AG
AE
AH
AF
lake canal ditch
MATCHLINE
SEE SHEET 11
MATCHLINE
SEE SHEET 10
N. LEMAY AVENUE
HARVEST SUN STREET
PIONEER TRAIL ROAD
LANDMARK
WAY ROAD
Block 2 Block 1
Block 3
Block 7 Block 6
Block 5
Block 8
Block 10
Block 9
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
Lot 2
Lot 3
Lot 4
ONLY
ONLY
ONLY
AH
AI AI
AJ AJ
AK
AI
AH
lake canal ditch
dry creek
E. SUNIGA ROAD
MATCHLINE
SEE SHEET 9
MATCHLINE
SEE SHEET 11
STEELEY DRIVE
POND B1
REDWOOD STREET
Block 11
Lot 1
Tract D
(Drainage, Utility, &
Access Easement)
Tract B
(Drainage, Utility, &
Access Easement)
Tract G
(Drainage, Utility, &
Access Easement)
Utility, & Access
Tract E
(Drainage, Utility, &
Access Easement)
Tract H
(Drainage,
Utility, &
Access
Easement)
POND C
4956.38 FEET
STA: 139+11
4960.48 FEET
STA: 144+91
4960.48 FEET
STA: 144+91
4960.77 FEET
STA: 147+32
4961.25 FEET
STA: 149+48
4956.38 FEET
STA: 139+11
KEY MAP
NTS
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
ONLY
ONLY
ONLY
AE
AF
AG
E. SUNIGA ROAD
MATCHLINE
SEE SHEET 9
MATCHLINE
SEE SHEET 10
LANDMARK WAY ROAD
N. LEMAY AVENUE
RAIN
GARDEN POND D
Tract I
(Drainage, Utility, &
Access Easement)
Tract E
(Drainage, Utility, &
Access Easement)
Tract F
(Drainage, Utility, &
Access Easement)
Tract H
(Drainage, Utility, &
Access Easement)
POND B1
POND A2
POND A1
4954.08 FEET
STA: 127+80
4952.98 FEET
STA:
122+37
4951.84 FEET
STA:
118+01
KEY MAP
NTS
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO.
of
1282-168-03
NORTHFIELD
GRADING & DRAINAGE PLAN
10/17/18
1"=50'
N/A
LAJ
JTC
E. SUNIGA ROAD CL PROFILE
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00
ONLY
ONLY
lake canal ditch
MATCHLINE STA 47+00
see sheet 13
lake canal ditch
E. SUNIGA ROAD
redwood street
Tract D
(Drainage, Utility &
Access Easement)
Tract G
(Drainage,
Utility &
Access
Easement)
LEFT TURN MEDIAN
STREET DETAIL
NTS
TYPICAL 4-LANE ARTERIAL STREET SECTION
NTS
KEY MAP
NTS
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO. 1282-168-03
STREET PLAN & PROFILE
E. SUNIGA ROAD STA 37+50 TO 47+00
NORTHFIELD
10/17/18
1"=50'
1'=5'
LAJ
JTC
12 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
E. SUNIGA ROAD CL PROFILE
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50
ONLY
ONLY
E. SUNIGA ROAD
E. SUNIGA ROAD
MATCHLINE STA 47+00
see sheet 12
Tract E
(Drainage, Utility &
Access Easement)
Tract H
(Drainage,
Utility &
Access
Easement)
MATCHLINE STA 56+50
see sheet 14
Tract I
(Drainage, Utility, &
Access Easement)
LEFT TURN MEDIAN
STREET DETAIL
NTS
TYPICAL 4-LANE ARTERIAL STREET SECTION
NTS
KEY MAP
NTS
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO. 1282-168-03
STREET PLAN & PROFILE
E. SUNIGA ROAD STA 47+00 TO 56+50
NORTHFIELD
10/17/18
1"=50'
1'=5'
LAJ
JTC
13 of 25
E. SUNIGA ROAD CL PROFILE
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50
ONLY
E. SUNIGA ROAD
N. LEMAY AVENUE
Tract F
(Drainage, Utility &
Access Easement)
Tract I
(Drainage, Utility, &
Access Easement)
(Drainage, Utility, &
Access Easement)
LEFT TURN MEDIAN
STREET DETAIL
NTS
TYPICAL 4-LANE ARTERIAL STREET SECTION
NTS
KEY MAP
NTS
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO. 1282-168-03
STREET PLAN & PROFILE
E. SUNIGA ROAD STA 56+50 TO 64+50
NORTHFIELD
10/17/18
1"=50'
1'=5'
LAJ
JTC
14 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
STEELEY DRIVE CL PROFILE
4950
4955
4960
4965
4970
4950
4955
4960
4965
4970
7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50
lake canal ditch
Tract E
(Drainage, Utility, &
Access Easement)
Tract D
(Drainage,
Utility, &
Access
Easement)
Tract G
(Drainage, Utility, &
Access Easement)
Tract H
(Drainage, Utility, &
Access Easement)
Block 11
Lot 1
Tract B
(Drainage,
Utility, & Access
Easement)
CONNECTOR LOCAL
STREET DETAIL
NTS
KEY MAP
NTS
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO. 1282-168-03
STREET PLAN & PROFILE
STEELEY DRIVE STA 7+45.20 TO 14+19
NORTHFIELD
10/17/18
1"=50'
1'=5'
LAJ
JTC
15 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
SCHLAGEL STREET CL PROFILE
4955
4960
4965
4970
4975
4955
4960
4965
4970
4975
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00
SCHLAGEL STREET
MATCHLINE STA 13+00
see sheet
17
Tract B
(Drainage, Utility &
Access Easement)
Tract E
(Drainage,
Utility &
Access
Easement)
Block 11
Lot 1
CONNECTOR LOCAL
STREET DETAIL
NTS
KEY MAP
NTS
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO. 1282-168-03
STREET PLAN & PROFILE
SCHLAGEL STREET STA 10+00 TO 13+00
NORTHFIELD
10/17/18
1"=50'
1'=5'
LAJ
JTC
16 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
SCHLAGEL STREET CL PROFILE
4955
4960
4965
4970
4975
4955
4960
4965
4970
4975
13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00
MATCHLINE STA 22+00
see sheet
18
MATCHLINE STA 13+00
see sheet 16
SCHLAGEL STREET
TRACT B
(DRAINAGE,
UTILITY, &
ACCESS
EASEMENT)
TRACT B
(DRAINAGE,
UTILITY, &
ACCESS
EASEMENT)
SCHLAGEL STREET
TRACT E
(DRAINAGE,
UTILITY, &
ACCESS
EASEMENT)
TRACT C
(DRAINAGE,
UTILITY, &
ACCESS
EASEMENT)
Block 7 Block 6
Block 8
Lot 4
Lot 5
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
Lot 2
CONNECTOR LOCAL
SCHLAGEL STREET CL PROFILE
4955
4960
4965
4970
4975
4955
4960
4965
4970
4975
22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50
SCHLAGEL STREET
TRACT A
(DRAINAGE, UTILITY, &
ACCESS EASEMENT)
TRACT C
(DRAINAGE, UTILITY, &
ACCESS EASEMENT)
TRACT F
(DRAINAGE,
UTILITY, &
ACCESS
EASEMENT)
Block 2 Block 1
Block 3
Block 5
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
N. LEMAY AVENUE CL PROFILE
4955
4960
4965
4970
4955
4960
4965
4970
30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50
CONNECTOR LOCAL
STREET DETAIL
NTS
MATCHLINE STA 39+50
SEE SHEET
20
SCHLAGEL STREET
N. LEMAY AVENUE
Tract F
(Drainage,
Utility, &
Access
Easement)
Tract F
(Drainage,
Utility, &
Access
Easement)
Tract A
(Drainage, Utility, &
Access Easement)
Block 1
Block 3
Lot 5
Lot 6
Lot 7
Lot 8
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8 KEY MAP
NTS
MATCHLINE STA 39+50
SEE SHEET
20
SCHLAGEL STREET
(SEE SHEET 18)
N. LEMAY AVENUE
Tract F
(Drainage,
Utility, &
Access
Easement)
Tract F
(Drainage,
Utility, &
Access
Easement)
Tract A
CONNECTOR LOCAL
STREET DETAIL
NTS
N. LEMAY AVENUE CL PROFILE
4945
4950
4955
4960
4965
4945
4950
4955
4960
4965
39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50
ONLY
MATCHLINE STA 39+50
SEE SHEET 19
E. SUNIGA ROAD
(SEE SHEET 14)
N. LEMAY AVENUE
Tract F
(Drainage,
Utility, &
Access
Easement)
KEY MAP
NTS
ONLY
MATCHLINE STA 39+50
SEE SHEET 19
E. SUNIGA ROAD
(SEE SHEET 14)
N. LEMAY AVENUE
Tract F
(Drainage,
Utility, &
Access
Easement)
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO. 1282-168-03
STREET PLAN & PROFILE
N. LEMAY AVE STA 39+50 TO 47+00
NORTHFIELD
10/17/18
1"=50'
1'=5'
LAJ
JTC
20 of 25
1170 ASH STREET, SUITE 100
HARVEST SUN STREET CL PROFILE
4955
4960
4965
4970
4955
4960
4965
4970
7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
CONNECTOR LOCAL
STREET DETAIL
NTS
HARVEST SUN STREET
(Drainage, Utility &
Tract B
(Drainage, Utility &
Access Easement)
Tract B
(Drainage, Utility &
Access Easement)
Tract C
(Drainage,
Utility, &
Access
Easement)
Tract E
(Drainage, Utility &
Access Easement)
Block 7
Block 8
Lot 8
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
KEY MAP
NTS
LANDMARK WAY ROAD
(SEE SHEET 24)
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO. 1282-168-03
STREET PLAN & PROFILE
HARVEST SUN STREET STA 7+71 TO 13+50
NORTHFIELD
10/17/18
1"=50'
1'=5'
LAJ
HARVEST SUN STREET CL PROFILE
4950
4955
4960
4965
4970
4950
4955
4960
4965
4970
13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50
CONNECTOR LOCAL
STREET DETAIL
NTS
MATCHLINE STA 18+90
see sheet
23
Tract C
(Drainage, Utility, &
Access Easement)
Tract F
(Drainage, Utility, &
Access Easement)
HARVEST SUN STREET
MATCHLINE STA 13+50.00
see sheet
21
Block 10
Block 9
Lot 1
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
KEY MAP
NTS
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO. 1282-168-03
STREET PLAN & PROFILE
HARVEST SUN STREET STA 9+50 TO 18+90
NORTHFIELD
10/17/18
1"=50'
1'=5'
LAJ
JTC
22 of 25
CONNECTOR LOCAL
STREET DETAIL
NTS
PIONEER TRAIL ROAD
Tract A
(Drainage,
Utility, &
Access
Easement)
Tract C
(Drainage, Utility, &
Access Easement)
Tract F
(Drainage,
Utility, &
Access
Easement)
Tract F
(Drainage,
Utility, &
Access
Easement)
Block 2 Block 1
Block 3
Block 10
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
Lot 2
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Block 4
PIONEER TRAIL ROAD CL PROFILE
4950
4955
4960
4965
4970
4950
4955
4960
4965
4970
LANDMARK WAY ROAD CL PROFILE
4950
4955
4960
4965
4970
4950
4955
4960
4965
4970
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50
LANDMARK WAY ROAD
Tract C
(Drainage,
Utility, &
Access
Easement)
Tract E
(Drainage,
Utility, & Access
Easement)
Tract F
(Drainage,
Utility, &
Access
Easement) Block 9
Lot 1
CONNECTOR LOCAL
W/ MEDIAN
STREET DETAIL
NTS
TYPICAL TURN LANE MEDIAN DETAIL
NTS
KEY MAP
NTS
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO. 1282-168-03
STREET PLAN & PROFILE
LANDMARK WAY ROAD STA 9+50 TO 15+50
NORTHFIELD
10/17/18
1"=50'
1'=5'
LAJ
JTC
24 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
CALL BEFORE YOU DIG
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
N. LEMAY AVENUE
E. SUNIGA ROAD
HARVEST SUN STREET
PIONEER TRAIL ROAD
SCHLAGEL STREET
LANDMARK WAY ROAD
REDWOOD STREET
STEELEY DRIVE
CORNER INTERSECTION SIGHT DISTANCE
LINE-OF-SIGHT
EDGE OF PAVEMENT
PROPERTY LINE
OBSTRUCTION
DESIGN SPEED
(MPH)
55
50
40
45
30
25
20
35
CORNER INTERSECTION
SIGHT DISTANCE (FT.)*
310
260
210
830
660
520
1240
1030
**
**
**
D=13'
Corner sight distance measured from a point on the minor road at 13 feet back from the
edge of the major road pavement (flowline) and measured from a height of eye at 3.50 feet
on the minor road to a height of object at 4.25 feet on the major road.
At Local-Local street intersections only, the "D" distance shall be ten feet (10') and the
sight distance shall be measured to the centerline of the street.
For private driveway access to a public street, use 10 feet back from flowline (or shoulder
for gravel roads).
*
**
***
SIGHT DISTANCE AT INTERSECTIONS
Line Of Sight must be within R.O.W. or sight distance easement.
NOTE:
CURB
CURB
D
(Unsignalized)
(Vehicle Path)
15
MAJOR STREET
MINOR STREET
**** *
210 **
These values apply to passenger cars on 2-lane roads only. Intersections and
access serving trucks or on multi-lane roadways requires separate analysis.
MAJOR STREET
OR ACCESS
Adjustments may be required for a skewed intersection.
1.
2.
CORNER INTERSECTION SIGHT DISTANCE
LINE-OF-SIGHT
EDGE OF PAVEMENT
PROPERTY LINE
OBSTRUCTION
DESIGN SPEED
(MPH)
55
50
40
45
30
25
20
35
CORNER INTERSECTION
SIGHT DISTANCE (FT.)*
310
260
210
830
660
520
1240
1030
**
**
**
D=13'
Corner sight distance measured from a point on the minor road at 13 feet back from the
edge of the major road pavement (flowline) and measured from a height of eye at 3.50 feet
on the minor road to a height of object at 4.25 feet on the major road.
At Local-Local street intersections only, the "D" distance shall be ten feet (10') and the
sight distance shall be measured to the centerline of the street.
For private driveway access to a public street, use 10 feet back from flowline (or shoulder
for gravel roads).
*
**
***
SIGHT DISTANCE AT INTERSECTIONS
Line Of Sight must be within R.O.W. or sight distance easement.
NOTE:
CURB
CURB
D
(Unsignalized)
(Vehicle Path)
15
MAJOR STREET
MINOR STREET
**** *
210 **
These values apply to passenger cars on 2-lane roads only. Intersections and
access serving trucks or on multi-lane roadways requires separate analysis.
MAJOR STREET
OR ACCESS
Adjustments may be required for a skewed intersection.
1.
2.
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO.
of
1282-168-03
NORTHFIELD
SIGHT DISTANCE EXHIBIT
10/17/18
1" = 100'
N/A
LAJ
JTC
25 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
0
100'
100 50 100 200
SCALE: 1" =
PRELIMINARY
NOT FOR CONSTRUCTION
SIGHT DISTANCE TRIANGLE
LEGEND
NOTES
1. THERE ARE THREE INTERSECTION SIGHT DISTANCE SCENARIOS ON-SITE; PRIVATE DRIVE - LOCAL, LOCAL - LOCAL, AND LOCAL - ARTERIAL.
2. FOR LOCAL - ARTERIAL INTERSECTIONS, THE LINE OF SIGHT ORIGIN WAS MEASURED FROM 2.5 FEET FROM THE CENTERLINE OF THE MINOR STREET,
13 FEET FROM THE FLOWLINE OF THE MAJOR STREET.
3. FOR PRIVATE DRIVE - LOCAL AND LOCAL - LOCAL INTERSECTIONS, THE LINE OF SIGHT ORIGIN WAS MEASURED FROM THE CENTERLINE OF THE MINOR
STREET, 10 FEET FROM THE FLOWLINE OF THE STREET TO WHICH THE CONNECTION IS BEING MADE.
4. WHERE SIGHT DISTANCES EXTEND INTO OR BEYOND T - INTERSECTIONS, THE SIGHT DISTANCE WAS LIMITED TO THE CENTERLINE OF THE STREET TO
WHICH THE CONNECTION IS BEING MADE.
5. WHERE SIGHT DISTANCES EXTEND INTO OR BEYOND A 90° CURVE IN THE STREET, THE SIGHT DISTANCE WAS LIMITED TO THE POINT OF CURVATURE
IN THE CENTERLINE OF THE CURVE.
SIGHT DISTANCE TRIANGLE DETAIL
NTS
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
LANDMARK WAY ROAD
LEGEND
NOTES:
1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED.
2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER, REFERENCE "PRELIMINARY SUBSURFACE
EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH
LEMAY AVENUE" DATED 08/16/17 FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS.
3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP
SUBMITTAL.
PROPOSED STORM SEWER
PROPOSED STORM INLET
SIDEWALK
PROPOSED MANHOLE
STREET CENTERLINE
EASEMENT
RIGHT-OF-WAY LINE
LOT LINE
PROPOSED FLOWLINE,
CURB & GUTTER
E. SUNIGA ROAD
(SEE SHEET 13)
HARVEST SUN STREET
(SEE SHEET 22)
PRELIMINARY
NOT FOR CONSTRUCTION
0
50'
50 25 50 100
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 5'
E. SUNIGA ROAD
(SEE SHEET 14)
HARVEST SUN STREET
(SEE SHEET 22)
18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50
KEY MAP
NTS
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO. 1282-168-03
STREET PLAN & PROFILE
PIONEER TRAIL ROAD STA 18+90 TO 25+08
NORTHFIELD
10/17/18
1"=50'
1'=5'
LAJ
JTC
23 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
PIONEER TRAIL ROAD
LEGEND
NOTES:
1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED.
2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER, REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND
GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE" DATED 08/16/17
FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS.
3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP
SUBMITTAL.
PROPOSED STORM SEWER
PROPOSED STORM INLET
SIDEWALK
PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED MANHOLE
STREET CENTERLINE
EASEMENT
RIGHT-OF-WAY LINE
LOT LINE
MATCHLINE STA 18+90
see sheet 22
PRELIMINARY
NOT FOR CONSTRUCTION
0
50'
50 25 50 100
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 5'
SCHLAGEL STREET
(SEE SHEET 18)
SCHLAGEL STREET
(SEE SHEET 18)
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
HARVEST SUN STREET
LEGEND
NOTES:
1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED.
2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER, REFERENCE "PRELIMINARY SUBSURFACE
EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF
NORTH LEMAY AVENUE" DATED 08/16/17 FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS.
3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH
THE FCP SUBMITTAL.
PROPOSED STORM SEWER
PROPOSED STORM INLET
SIDEWALK
PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED MANHOLE
STREET CENTERLINE
EASEMENT
RIGHT-OF-WAY LINE
LOT LINE
PRELIMINARY
NOT FOR CONSTRUCTION
LANDMARK WAY ROAD
(SEE SHEET 24)
0
50'
50 25 50 100
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 5'
PIONEER TRAIL ROAD
(SEE SHEET 23)
JTC
21 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
LEGEND
NOTES:
1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED.
2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER, REFERENCE "PRELIMINARY SUBSURFACE
EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF
NORTH LEMAY AVENUE" DATED 08/16/17 FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS.
3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH
THE FCP SUBMITTAL.
PROPOSED STORM SEWER
PROPOSED STORM INLET
SIDEWALK
PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED MANHOLE
STREET CENTERLINE
EASEMENT
RIGHT-OF-WAY LINE
LOT LINE
PRELIMINARY
NOT FOR CONSTRUCTION
0
50'
50 25 50 100
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 5'
SCHLAGEL STREET
(SEE SHEET 17)
SCHLAGEL STREET
(SEE SHEET 17)
MATCHLINE STA 13+50.00
see sheet
22
HARVEST SUN STREET
WINDSOR, CO 80550
OFFICE: 970.460.0567
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
N. LEMAY AVENUE
LEGEND
NOTES:
1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED.
2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER, REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND
GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE" DATED 08/16/17
FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS.
3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP
SUBMITTAL.
PROPOSED STORM SEWER
PROPOSED STORM INLET
SIDEWALK
PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED MANHOLE
STREET CENTERLINE
EASEMENT
RIGHT-OF-WAY LINE
LOT LINE
PRELIMINARY
NOT FOR CONSTRUCTION
0
50'
50 25 50 100
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 5'
INTERIM
CONDITION
ULTIMATE
CONDITION
(Drainage, Utility, &
Access Easement)
Block 1
Block 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO. 1282-168-03
STREET PLAN & PROFILE
N. LEMAY AVE STA 30+05 TO 39+50
NORTHFIELD
10/17/18
1"=50'
1'=5'
LAJ
JTC
19 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
0
50'
50 25 50 100
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 5'
N. LEMAY AVENUE
LEGEND
NOTES:
1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED.
2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER, REFERENCE "PRELIMINARY SUBSURFACE
EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH
LEMAY AVENUE" DATED 08/16/17 FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS.
3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE
FCP SUBMITTAL.
PROPOSED STORM SEWER
PROPOSED STORM INLET
SIDEWALK
PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED MANHOLE
MATCHLINE STA 30+05
SEE SHEET
18
STREET CENTERLINE
EASEMENT
RIGHT-OF-WAY LINE
LOT LINE
PRELIMINARY
NOT FOR CONSTRUCTION
ULTIMATE CONDITION INTERIM CONDITION
MATCHLINE STA 30+05
SEE SHEET
18
Block 4
CONNECTOR LOCAL
STREET DETAIL
NTS
KEY MAP
NTS
SCHLAGEL STREET
TRACT A
(DRAINAGE, UTILITY, &
ACCESS EASEMENT)
TRACT C
(DRAINAGE, UTILITY, &
ACCESS EASEMENT)
TRACT F
(DRAINAGE,
UTILITY, &
ACCESS
EASEMENT)
Block 2 Block 1
Block 3
Block 5
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
Block 4
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO. 1282-168-03
STREET PLAN & PROFILE
SCHLAGEL STREET STA 22+00 TO 30+05
NORTHFIELD
10/17/18
1"=50'
1'=5'
LAJ
JTC
18 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
LEGEND
NOTES:
1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED.
2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER, REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND
GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE" DATED 08/16/17
FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS.
3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP
SUBMITTAL.
PROPOSED STORM SEWER
PROPOSED STORM INLET
SIDEWALK
PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED MANHOLE
STREET CENTERLINE
EASEMENT
RIGHT-OF-WAY LINE
LOT LINE
MATCHLINE STA 30+05
see sheet
19
SCHLAGEL STREET
MATCHLINE STA 22+00
see sheet
17
PRELIMINARY
NOT FOR CONSTRUCTION
PIONEER TRAIL ROAD
(SEE SHEET 23)
N. LEMAY AVENUE
(SEE SHEET 19)
0
50'
50 25 50 100
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 5'
MATCHLINE STA 22+00
see sheet
17
PIONEER TRAIL ROAD
(SEE SHEET 23)
N. LEMAY AVENUE
(SEE SHEET 19)
INTERIM
CONDITION
ULTIMATE
CONDITION
MATCHLINE STA 30+05
see sheet
19
STREET DETAIL
NTS
KEY MAP
NTS
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO. 1282-168-03
STREET PLAN & PROFILE
SCHLAGEL STREET STA 13+00 TO 22+00
NORTHFIELD
10/17/18
1"=50'
1'=5'
LAJ
JTC
17 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
SCHLAGEL STREET
LEGEND
NOTES:
1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED.
2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER, REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND
GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE" DATED 08/16/17
FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS.
3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP
SUBMITTAL.
PROPOSED STORM SEWER
PROPOSED STORM INLET
SIDEWALK
PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED MANHOLE
STREET CENTERLINE
EASEMENT
RIGHT-OF-WAY LINE
LOT LINE
PRELIMINARY
NOT FOR CONSTRUCTION
0
50'
50 25 50 100
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 5'
HARVEST SUN STREET
(SEE SHEET 21)
HARVEST SUN STREET
(SEE SHEET 21)
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
SCHLAGEL STREET
LEGEND
NOTES:
1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED.
2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER, REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND
GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE" DATED 08/16/17
FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS.
3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP
SUBMITTAL.
4. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY.
PROPOSED STORM SEWER
PROPOSED STORM INLET
SIDEWALK
PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED MANHOLE
STREET CENTERLINE
EASEMENT
RIGHT-OF-WAY LINE
LOT LINE
STEELEY DRIVE
(SEE SHEET 15)
PRELIMINARY
NOT FOR CONSTRUCTION
0
50'
50 25 50 100
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 5'
STEELEY DRIVE
(SEE SHEET 15)
OFFICE: 970.460.0567
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
STEELEY DRIVE
LEGEND
NOTES:
1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED.
2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER, REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND
GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE" DATED 08/16/17
FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS.
3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP
SUBMITTAL.
PROPOSED STORM SEWER
PROPOSED STORM INLET
SIDEWALK
PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED MANHOLE
STREET CENTERLINE
EASEMENT
RIGHT-OF-WAY LINE
LOT LINE
PRELIMINARY
NOT FOR CONSTRUCTION
0
50'
50 25 50 100
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 5'
E. SUNIGA ROAD
(SEE SHEET 12)
E. SUNIGA ROAD
(SEE SHEET 14)
SCHLAGEL STREET
(SEE SHEET 16)
STEELEY DRIVE
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
0
50'
50 25 50 100
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 5'
E. SUNIGA ROAD
LEGEND
NOTES:
1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS..
2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER, REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND
GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE" DATED 08/16/17
FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS.
3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP
SUBMITTAL.
PROPOSED STORM SEWER
PROPOSED STORM INLET
SIDEWALK
PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED MANHOLE
STREET CENTERLINE
MATCHLINE STA 56+50
see sheet 14
EASEMENT
RIGHT-OF-WAY LINE
LOT LINE
PRELIMINARY
NOT FOR CONSTRUCTION
N. LEMAY AVENUE
(SEE SHEET
20
)
N. LEMAY AVENUE
(SEE SHEET
20
)
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
E. SUNIGA ROAD
LEGEND
NOTES:
1. ALL CURB CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS.
2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER, REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND
GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE" DATED 08/16/17
FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS.
3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP
SUBMITTAL.
PROPOSED STORM SEWER
PROPOSED STORM INLET
SIDEWALK
PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED MANHOLE
STREET CENTERLINE
EASEMENT
RIGHT-OF-WAY LINE
LOT LINE
PRELIMINARY
NOT FOR CONSTRUCTION
LANDMARK WAY ROAD
(SEE SHEET 24)
STEELEY DRIVE
(SEE SHEET 15)
0
50'
50 25 50 100
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 5'
STEELEY DRIVE
(SEE SHEET 15)
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
0
50'
50 25 50 100
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 5'
E. SUNIGA ROAD
LEGEND
NOTES:
1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS.
2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER, REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND
GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE" DATED 08/16/17
FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS.
3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP
SUBMITTAL.
PROPOSED STORM SEWER
PROPOSED STORM INLET
SIDEWALK
PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED MANHOLE
STREET CENTERLINE
EASEMENT
RIGHT-OF-WAY LINE
LOT LINE
PRELIMINARY
NOT FOR CONSTRUCTION
11 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
0
50'
50 25 50 100
SCALE: 1" =
PRELIMINARY
NOT FOR CONSTRUCTION
NOTES
1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES
PRIOR TO AND THROUGHOUT CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT
ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL
PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL
DISTURBED GROUND IS ADEQUATELY VEGETATED WITH OWNER'S APPROVAL FOR REMOVAL.
2. THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS
NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS AND THE PERFORMANCE OF
THE EROSION CONTROL CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION
CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION.
3. LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION
CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. ALL
DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING,
ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION.
4. STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR
PRIOR TO CONSTRUCTION COMMENCEMENT.
5. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING
CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE
SEEDED AND MULCHED PER LCUASS STANDARDS.
6. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED
TO SLOPED AREAS.
7. AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION
RESULTING IN SEED NOT BEING ABLE TO ESTABLISH DURING THE FIRST GROWING SEASON
SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE THE SOIL.
8. REFERENCE NORTHFIELD PRELIMINARY DRAINAGE REPORT.
FLOODPLAIN NOTES
1. THE CURRENT EFFECTIVE (JUNE 17, 2008) FEMA FLOOD INSURANCE RATE MAP (FIRM, MAP
NUMBERS 08096C0977G & 08069C0981G) DEPICTS THE 100-YR FLOODPLAIN IN SOME
AREAS OF THE PROPOSED DEVELOPMENT. HOWEVER, IT IS ANTICIPATED THAT, AT THE TIME
OF BUILDING CONSTRUCTION ON THE AFFECTED LOTS, THE NORTHEAST COLLEGE
CORRIDOR OUTFALL PROJECT (NECCO) WILL HAVE REMAPPED THE FLOODPLAIN SUCH
THAT THE 100-YR FLOODPLAIN WILL NO LONGER BE PRESENT ON THE PROPOSED
DEVELOPMENT. IT IS ANTICIPATED THAT THE MAP REVISION WILL BE COMPLETED BY THE
END OF 2019.
2. IF THE DEVELOPER DECIDES TO CONSTRUCT STRUCTURES OR OTHER CONSTRUCTION
ELEMENTS IN THE CURRENT EFFECTIVE 100-YR FLOODPLAIN BEFORE THE REMAPPING
EFFORTS ARE COMPLETE AND DOCUMENTED BY NECCO AND FEMA, IT SHOULD BE NOTED
THAT ADDITIONAL ANALYSIS OF THE BFE IS NECESSARY, AND THE FOLLOWING NOTES WILL
ALSO APPLY:
2.1 FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR EACH STRUCTURE AND EACH SITE
CONSTRUCTION ELEMENT (DETENTION PONDS, BIKE PATHS, PARKING LOTS,
UTILITIES, ETC.) IN THE FLOODPLAIN
2.2.A FEMA ELEVATION OR FLOODPROOFING CERTIFICATE MUST BE COMPLETED AND
APPROVED BEFORE THE CERTIFICATE OF OCCUPANCY (CO) IS ISSUED FOR ANY
STRUCTURES IN THE FLOODPLAIN.
3. THE 500 -YR FLOODPLAIN (SHADED ZONE X - NOT SHOWN HEREON) IS DUE TO THE FLOODING
OF THE POUDRE RIVER, CRITICAL FACILITIES ARE PROHIBITED WITHIN THE 500-YR
FLOODPLAIN, FACILITIES FOR AT-RISK POPULATIONS (DAYCARES, SCHOOLS, NURSING
HOMES, ETC.) AND EMERGENCY SERVICES FACILITIES (E.G. URGENT CARE, HOSPITALS, FIRE,
POLICE).
BASIN COEFFICIENT (100-YR)
BASIN DESIGNATION
BASIN AREA
DESIGN POINT
DRAINAGE FLOW ARROW
DRAINAGE BASIN
BOUNDARY
DRAINAGE BASIN
FLOW PATH
LEGEND
EX MAJOR CONTOUR
SPILL GUTTER
EX MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
CROSS-SECTION (FEMA)
100-YR FLOODPLAIN (FEMA)
AH
100-YR FLOODWAY (FEMA)
500-YR FLOODPLAIN (FEMA)
100-YR FLOODPLAIN (NECCO)
100-YR FLOODWAY (NECCO)
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO.
of
1282-168-03
NORTHFIELD
GRADING & DRAINAGE PLAN
10/17/18
1"=50'
N/A
LAJ
JTC
10 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
0
50'
50 25 50 100
SCALE: 1" =
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
CHECKED BY: MARKING OF UNDERGROUND MEMBER UTILITIES.
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
PRELIMINARY
NOT FOR CONSTRUCTION
NOTES
1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION.
PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL
PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED
WITH OWNER'S APPROVAL FOR REMOVAL.
2. THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON
SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION
CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION.
3. LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO
ADEQUATELY COMPLETE PROPOSED WORK. ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING,
ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION.
4. STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT.
5. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER
ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS.
6. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED TO SLOPED AREAS.
7. AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO ESTABLISH
DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE THE SOIL.
8. REFERENCE NORTHFIELD PRELIMINARY DRAINAGE REPORT.
FLOODPLAIN NOTES
1. THE CURRENT EFFECTIVE (JUNE 17, 2008) FEMA FLOOD INSURANCE RATE MAP (FIRM, MAP NUMBERS 08096C0977G & 08069C0981G)
DEPICTS THE 100-YR FLOODPLAIN IN SOME AREAS OF THE PROPOSED DEVELOPMENT. HOWEVER, IT IS ANTICIPATED THAT, AT THE TIME OF
BUILDING CONSTRUCTION ON THE AFFECTED LOTS, THE NORTHEAST COLLEGE CORRIDOR OUTFALL PROJECT (NECCO) WILL HAVE
REMAPPED THE FLOODPLAIN SUCH THAT THE 100-YR FLOODPLAIN WILL NO LONGER BE PRESENT ON THE PROPOSED DEVELOPMENT. IT IS
ANTICIPATED THAT THE MAP REVISION WILL BE COMPLETED BY THE END OF 2019.
2. IF THE DEVELOPER DECIDES TO CONSTRUCT STRUCTURES OR OTHER CONSTRUCTION ELEMENTS IN THE CURRENT EFFECTIVE 100-YR
FLOODPLAIN BEFORE THE REMAPPING EFFORTS ARE COMPLETE AND DOCUMENTED BY NECCO AND FEMA, IT SHOULD BE NOTED THAT
ADDITIONAL ANALYSIS OF THE BFE IS NECESSARY, AND THE FOLLOWING NOTES WILL ALSO APPLY:
2.1 FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR EACH STRUCTURE AND EACH SITE CONSTRUCTION ELEMENT (DETENTION PONDS,
BIKE PATHS, PARKING LOTS, UTILITIES, ETC.) IN THE FLOODPLAIN
2.2.A FEMA ELEVATION OR FLOODPROOFING CERTIFICATE MUST BE COMPLETED AND APPROVED BEFORE THE CERTIFICATE OF
OCCUPANCY (CO) IS ISSUED FOR ANY STRUCTURES IN THE FLOODPLAIN.
3. THE 500 -YR FLOODPLAIN (SHADED ZONE X - NOT SHOWN HEREON) IS DUE TO THE FLOODING OF THE POUDRE RIVER, CRITICAL FACILITIES
ARE PROHIBITED WITHIN THE 500-YR FLOODPLAIN, FACILITIES FOR AT-RISK POPULATIONS (DAYCARES, SCHOOLS, NURSING HOMES, ETC.)
AND EMERGENCY SERVICES FACILITIES (E.G. URGENT CARE, HOSPITALS, FIRE, POLICE).
BASIN COEFFICIENT (100-YR)
BASIN DESIGNATION
BASIN AREA
DESIGN POINT
DRAINAGE FLOW ARROW
DRAINAGE BASIN
BOUNDARY
DRAINAGE BASIN
FLOW PATH
LEGEND
EX MAJOR CONTOUR
SPILL GUTTER
EX MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
CROSS-SECTION (FEMA)
100-YR FLOODPLAIN (FEMA)
AH
100-YR FLOODWAY (FEMA)
500-YR FLOODPLAIN (FEMA)
100-YR FLOODPLAIN (NECCO)
100-YR FLOODWAY (NECCO)
Lot 5
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 1
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Tract C
(Drainage, Utility, &
Access Easement)
Block 4
Tract B
(Drainage, Utility, &
Access Easement)
Tract A
(Drainage, Utility, &
Access Easement)
Tract F
(Drainage, Utility, &
Access Easement)
Tract E
(Drainage, Utility, &
Access Easement)
Tract B
(Drainage,
Utility, & Access
Easement)
Tract F
(Drainage,
Utility, &
Access
Easement)
POND B2
POND A2
SCHLAGEL STREET
4956.38 FEET
4956.38 FEET STA: 139+11
STA: 139+11
4954.08 FEET
STA:
127+80
4954.08 FEET
STA:
127+80
4952.98 FEET
STA:
122+37
4951.84 FEET
STA: 118+01
4951.84 FEET
STA:
118+01
KEY MAP
NTS
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO.
of
1282-168-03
NORTHFIELD
GRADING & DRAINAGE PLAN
10/17/18
1"=50'
N/A
LAJ
JTC
9 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
0
50'
50 25 50 100
SCALE: 1" =
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
AH
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
PRELIMINARY
NOT FOR CONSTRUCTION
FLOODPLAIN NOTES
1. THE CURRENT EFFECTIVE (JUNE 17, 2008) FEMA FLOOD INSURANCE RATE MAP (FIRM, MAP NUMBERS 08096C0977G & 08069C0981G) DEPICTS THE 100-YR
FLOODPLAIN IN SOME AREAS OF THE PROPOSED DEVELOPMENT. HOWEVER, IT IS ANTICIPATED THAT, AT THE TIME OF BUILDING CONSTRUCTION ON THE
AFFECTED LOTS, THE NORTHEAST COLLEGE CORRIDOR OUTFALL PROJECT (NECCO) WILL HAVE REMAPPED THE FLOODPLAIN SUCH THAT THE 100-YR
FLOODPLAIN WILL NO LONGER BE PRESENT ON THE PROPOSED DEVELOPMENT. IT IS ANTICIPATED THAT THE MAP REVISION WILL BE COMPLETED BY THE
END OF 2019.
2. IF THE DEVELOPER DECIDES TO CONSTRUCT STRUCTURES OR OTHER CONSTRUCTION ELEMENTS IN THE CURRENT EFFECTIVE 100-YR FLOODPLAIN
BEFORE THE REMAPPING EFFORTS ARE COMPLETE AND DOCUMENTED BY NECCO AND FEMA, IT SHOULD BE NOTED THAT ADDITIONAL ANALYSIS OF THE
BFE IS NECESSARY, AND THE FOLLOWING NOTES WILL ALSO APPLY:
2.1 FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR EACH STRUCTURE AND EACH SITE CONSTRUCTION ELEMENT (DETENTION PONDS, BIKE
PATHS, PARKING LOTS, UTILITIES, ETC.) IN THE FLOODPLAIN
2.2.A FEMA ELEVATION OR FLOODPROOFING CERTIFICATE MUST BE COMPLETED AND APPROVED BEFORE THE CERTIFICATE OF
OCCUPANCY (CO) IS ISSUED FOR ANY STRUCTURES IN THE FLOODPLAIN.
3. THE 500 -YR FLOODPLAIN (SHADED ZONE X - NOT SHOWN HEREON) IS DUE TO THE FLOODING OF THE POUDRE RIVER, CRITICAL FACILITIES ARE
PROHIBITED WITHIN THE 500-YR FLOODPLAIN, FACILITIES FOR AT-RISK POPULATIONS (DAYCARES, SCHOOLS, NURSING HOMES, ETC.) AND EMERGENCY
SERVICES FACILITIES (E.G. URGENT CARE, HOSPITALS, FIRE, POLICE).
BASIN COEFFICIENT (100-YR)
BASIN DESIGNATION
BASIN AREA
DESIGN POINT
DRAINAGE FLOW ARROW
DRAINAGE BASIN
BOUNDARY
DRAINAGE BASIN
FLOW PATH
LEGEND
EX MAJOR CONTOUR
SPILL GUTTER
EX MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
CROSS-SECTION (FEMA)
100-YR FLOODPLAIN (FEMA)
NOTES
1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS
DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH
OWNER'S APPROVAL FOR REMOVAL.
2. THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL
CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION.
3. LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. ALL DISTURBED AREAS SHALL BE
PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION.
4. STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT.
5. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS
STANDARDS.
6. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED TO SLOPED AREAS.
7. AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND
EROSION CONTROL BLANKETS TO STABILIZE THE SOIL.
8. REFERENCE NORTHFIELD PRELIMINARY DRAINAGE REPORT.
100-YR FLOODWAY (FEMA)
500-YR FLOODPLAIN (FEMA)
100-YR FLOODPLAIN (NECCO)
100-YR FLOODWAY (NECCO)
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
0
50'
50 25 50 100
SCALE: 1" =
PRELIMINARY
NOT FOR CONSTRUCTION
NOTES:
1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN PROVIDED BY OTHERS AND DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD
MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION.
THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE
CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND DETERMINE THE
LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE
PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED
UTILITIES AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL CONTACT AND RECEIVE APPROVAL FROM OWNER/UTILITY OWNER BEFORE RELOCATING ANY
ENCOUNTERED UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING AFFECTED UTILITIES AS
COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED
WITH THE UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48
HOURS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF COLORADO (1-800-922-1987, WWW.UNCC.ORG).
2. IN ADDITION TO MEETING APPLICABLE LCUASS, STATE OR FEDERAL STANDARDS, ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER AND
WASTEWATER SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS SET FORTH IN THE CITY OF FORT COLLINS WATER AND WASTEWATER
DEVELOPMENT STANDARDS.
3. IN CASES OF CONFLICT BETWEEN THESE SIGNED PLANS AND APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY.
4. ALL WATER MAINS AND FIRE LINES SHALL BE AWWA C900 PLASTIC PRESSURE PIPE (DR-18, PRESSURE CLASS 305). ALL PLASTIC PRESSURE PIPE SHALL HAVE
TRACER WIRE PER STANDARDS. ALL FITTINGS ON THE PROPOSED FIRE LINES AND FIRE HYDRANT LATERALS SHALL BE FULLY RESTRAINED JOINTS PER CITY
STANDARDS (MEGA-LUG OR APPROVED EQUAL).
5. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER.
6. ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM OF 5.5', UNLESS OTHERWISE NOTED.
7. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP).
8. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS.
9. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE.
10. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR.
11. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
12. STORM PIPES SHALL BE ADS HP STORM PIPE UNLESS OTHERWISE NOTED.
13. COORDINATE SITE LIGHTING AND ELECTRIC SERVICE ROUTING, DEMOLISHING, RELOCATING, AND MODIFICATIONS WITH THE ELECTRICAL ENGINEER, ARCHITECT,
AND OWNER.
14. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
15. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS.
16. A FLOODPLAIN USE PERMIT MUST BE APPROVED PRIOR TO BEGINNING ANY WORK WITHIN THE DRY CREEK 100-YEAR FLOOD FRINGE.
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
CHECKED BY: MARKING OF UNDERGROUND MEMBER UTILITIES.
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
PRELIMINARY
NOT FOR CONSTRUCTION
NOTES:
1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN PROVIDED BY OTHERS AND DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL
OBSERVATIONS. THERE MAY BE UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND
DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS
WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES
AND DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE PERFORMED
AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING ANY EXISTING UTILITY (INCLUDING
DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL CONTACT AND
RECEIVE APPROVAL FROM OWNER/UTILITY OWNER BEFORE RELOCATING ANY ENCOUNTERED UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND
RECONNECTING AFFECTED UTILITIES AS COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE
COORDINATED WITH THE UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF COLORADO (1-800-922-1987, WWW.UNCC.ORG).
2. IN ADDITION TO MEETING APPLICABLE LCUASS, STATE OR FEDERAL STANDARDS, ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER AND WASTEWATER SYSTEM
IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS SET FORTH IN THE CITY OF FORT COLLINS WATER AND WASTEWATER DEVELOPMENT STANDARDS.
3. IN CASES OF CONFLICT BETWEEN THESE SIGNED PLANS AND APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY.
4. ALL WATER MAINS AND FIRE LINES SHALL BE AWWA C900 PLASTIC PRESSURE PIPE (DR-18, PRESSURE CLASS 305). ALL PLASTIC PRESSURE PIPE SHALL HAVE TRACER WIRE PER STANDARDS. ALL
FITTINGS ON THE PROPOSED FIRE LINES AND FIRE HYDRANT LATERALS SHALL BE FULLY RESTRAINED JOINTS PER CITY STANDARDS (MEGA-LUG OR APPROVED EQUAL).
5. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER.
6. ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM OF 5.5', UNLESS OTHERWISE NOTED.
7. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP).
8. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS.
9. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE.
10. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR.
11. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
12. STORM PIPES SHALL BE ADS HP STORM PIPE UNLESS OTHERWISE NOTED.
13. COORDINATE SITE LIGHTING AND ELECTRIC SERVICE ROUTING, DEMOLISHING, RELOCATING, AND MODIFICATIONS WITH THE ELECTRICAL ENGINEER, ARCHITECT, AND OWNER.
14. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
15. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS.
16. A FLOODPLAIN USE PERMIT MUST BE APPROVED PRIOR TO BEGINNING ANY WORK WITHIN THE DRY CREEK 100-YEAR FLOOD FRINGE.
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 1
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Tract C
(Drainage, Utility, &
Access Easement)
Tract B Block 4
(Drainage, Utility, &
Access Easement)
Tract A
(Drainage, Utility, &
Access Easement)
Tract F
(Drainage, Utility, &
Access Easement)
Tract E
(Drainage, Utility, &
Access Easement)
Tract B
(Drainage,
Utility, &
Access
Easement)
Tract F
(Drainage,
Utility, &
Access
Easement)
KEY MAP
NTS
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
DATE: PREPARED FOR
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJ. NO.
of
1282-168-03
NORTHFIELD
UTILITY PLAN
10/17/18
1"=50'
N/A
LAJ
JTC
6 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
PRELIMINARY
NOT FOR CONSTRUCTION
NOTES:
1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN PROVIDED BY OTHERS AND DETERMINED FROM A
COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS.
THERE MAY BE UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF
CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING
UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE FULLY AND
SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH MIGHT OCCUR BY THE
CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL
EXISTING UTILITIES PRIOR TO PROCEEDING WITH GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN
THE AREA OF UTILITIES SHALL BE PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF
THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING
ANY EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION,
AND FOR RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL
CONTACT AND RECEIVE APPROVAL FROM OWNER/UTILITY OWNER BEFORE RELOCATING ANY
ENCOUNTERED UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING
AND RECONNECTING AFFECTED UTILITIES AS COORDINATED WITH UTILITY OWNER AND/OR ENGINEER,
INCLUDING NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED
WITH THE UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY
OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THE
CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF COLORADO (1-800-922-1987,
WWW.UNCC.ORG).
2. IN ADDITION TO MEETING APPLICABLE LCUASS, STATE OR FEDERAL STANDARDS, ALL MATERIALS,
WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER AND WASTEWATER SYSTEM IMPROVEMENTS
SHALL MEET OR EXCEED THE STANDARDS SET FORTH IN THE CITY OF FORT COLLINS WATER AND
WASTEWATER DEVELOPMENT STANDARDS.
3. IN CASES OF CONFLICT BETWEEN THESE SIGNED PLANS AND APPLICABLE STANDARDS, THE MOST
RESTRICTIVE STANDARD SHALL APPLY.
4. ALL WATER MAINS AND FIRE LINES SHALL BE AWWA C900 PLASTIC PRESSURE PIPE (DR-18, PRESSURE
CLASS 305). ALL PLASTIC PRESSURE PIPE SHALL HAVE TRACER WIRE PER STANDARDS. ALL FITTINGS ON
THE PROPOSED FIRE LINES AND FIRE HYDRANT LATERALS SHALL BE FULLY RESTRAINED JOINTS PER CITY
STANDARDS (MEGA-LUG OR APPROVED EQUAL).
5. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER.
6. ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM OF 5.5', UNLESS
OTHERWISE NOTED.
7. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION
ELEVATION (RE: MEP).
8. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC
RATED CLEANOUTS.
9. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE.
10. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING
CONTRACTOR.
11. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT
COLLINS STANDARDS AND SPECIFICATIONS.
12. STORM PIPES SHALL BE ADS HP STORM PIPE UNLESS OTHERWISE NOTED.
13. COORDINATE SITE LIGHTING AND ELECTRIC SERVICE ROUTING, DEMOLISHING, RELOCATING, AND
MODIFICATIONS WITH THE ELECTRICAL ENGINEER, ARCHITECT, AND OWNER.
14. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL
ELEVATIONS PRIOR TO INSTALLATION.
15. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF
FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS.
16. A FLOODPLAIN USE PERMIT MUST BE APPROVED PRIOR TO BEGINNING ANY WORK WITHIN THE DRY CREEK
100-YEAR FLOOD FRINGE.
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
0
50'
50 25 50 100
SCALE: 1" =
4. A FLOODPLAIN USE PERMIT MUST BE APPROVED PRIOR TO BEGINNING ANY WORK WITHIN THE DRY CREEK 100-YEAR FLOOD FRINGE.
LEGEND
100-YR FLOODPLAIN (FEMA)
100-YR FLOODWAY (FEMA)
500-YR FLOODPLAIN (FEMA)
100-YR FLOODPLAIN (NECCO)
100-YR FLOODWAY (NECCO)
SECTION A-A SECTION B-B
PRELIMINARY PRIVATE DRIVE UTILITY LAYOUTS
(SEE PLAN VIEW FOR SECTION LOCATIONS)
(GAS TO BE PLACED OPPOSITE SIDE OF UNITS FROM PRIVATE DRIVE)
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
0
50'
50 25 50 100
SCALE: 1" =
PRELIMINARY
NOT FOR CONSTRUCTION
NOTES:
1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A
COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL
OBSERVATIONS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS
WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE
PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL COORDINATE
AND PROVIDE PROTECTION OF CONFLICTING UTILITIES. NOTIFY OWNER/ENGINEER IF
ANY CONFLICTS ARE ENCOUNTERED. THE OWNER AND/OR ENGINEER ASSUMES NO
RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN.
2. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS,
PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT,
AND RELEVANT CONSTRUCTION AND/OR PHASING PLANS. ADDITIONAL DEMOTION OF
PAVING, TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED.
3. ALL EXISTING UTILITIES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE.
4. CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO RESTORE
SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED BY NEW WORK.
REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF FORT COLLINS
STANDARDS AT CONTRACTOR EXPENSE.
5. EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED PRIOR
TO EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT.
6. CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES DURING
CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL PROPOSED AND
EXISTING INLETS DOWNSTREAM FROM CONSTRUCTION AREA. EROSION CONTROL
PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL
DISTURBED GROUND IS ADEQUATELY VEGETATED.
7. LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE APPROXIMATE.
LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD TO ADEQUATELY COMPLETE THE
PROPOSED IMPROVEMENTS, WHILE MAINTAINING, IF NOT IMPROVING, EXISTING
CONDITIONS. ADDITIONAL REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT
CONTRACTOR EXPENSE. ALL REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY
STREET REPAIRS STANDARDS.
8. REFER TO LANDSCAPE TREE MITIGATION PLAN (IF APPLICABLE) FOR TREE REMOVAL,
RELOCATION AND PROTECTION. TREE REMOVAL INFORMATION SHOWN FOR
COORDINATION PURPOSES ONLY.
9. REFERENCE LANDSCAPE PLANS FOR ADDITIONAL SITE DEMOLITION.
10. ALL UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
PRELIMINARY
NOT FOR CONSTRUCTION
NOTES:
1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A
COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL
OBSERVATIONS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS
WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE
PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL COORDINATE
AND PROVIDE PROTECTION OF CONFLICTING UTILITIES. NOTIFY OWNER/ENGINEER IF
ANY CONFLICTS ARE ENCOUNTERED. THE OWNER AND/OR ENGINEER ASSUMES NO
RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN.
2. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS,
PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT,
AND RELEVANT CONSTRUCTION AND/OR PHASING PLANS. ADDITIONAL DEMOTION OF
PAVING, TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED.
3. ALL EXISTING UTILITIES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE.
4. CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO RESTORE
SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED BY NEW WORK.
REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF FORT COLLINS
STANDARDS AT CONTRACTOR EXPENSE.
5. EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED PRIOR
TO EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT.
6. CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES DURING
CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL PROPOSED AND
EXISTING INLETS DOWNSTREAM FROM CONSTRUCTION AREA. EROSION CONTROL
PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL
DISTURBED GROUND IS ADEQUATELY VEGETATED.
7. LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE APPROXIMATE.
LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD TO ADEQUATELY COMPLETE THE
PROPOSED IMPROVEMENTS, WHILE MAINTAINING, IF NOT IMPROVING, EXISTING
CONDITIONS. ADDITIONAL REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT
CONTRACTOR EXPENSE. ALL REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY
STREET REPAIRS STANDARDS.
8. REFER TO LANDSCAPE TREE MITIGATION PLAN (IF APPLICABLE) FOR TREE REMOVAL,
RELOCATION AND PROTECTION. TREE REMOVAL INFORMATION SHOWN FOR
COORDINATION PURPOSES ONLY.
9. REFERENCE LANDSCAPE PLANS FOR ADDITIONAL SITE DEMOLITION.
10. ALL UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
0
50'
50 25 50 100
SCALE: 1" =
NOTES:
1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A COMBINATION
OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS.
THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST
IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION
AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING
WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE PROTECTION OF
CONFLICTING UTILITIES. NOTIFY OWNER/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED.
THE OWNER AND/OR ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR
COMPLETENESS SHOWN.
2. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS,
PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, AND
RELEVANT CONSTRUCTION AND/OR PHASING PLANS. ADDITIONAL DEMOTION OF PAVING,
TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED.
3. ALL EXISTING UTILITIES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE.
4. CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO RESTORE
SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED BY NEW WORK.
REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF FORT COLLINS STANDARDS
AT CONTRACTOR EXPENSE.
5. EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED PRIOR TO
EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT.
6. CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES DURING
CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL PROPOSED AND EXISTING
INLETS DOWNSTREAM FROM CONSTRUCTION AREA. EROSION CONTROL PROTECTION
SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND
IS ADEQUATELY VEGETATED.
7. LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE APPROXIMATE. LIMITS
OF REMOVAL TO BE DETERMINED IN THE FIELD TO ADEQUATELY COMPLETE THE PROPOSED
IMPROVEMENTS, WHILE MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS.
ADDITIONAL REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT CONTRACTOR
EXPENSE. ALL REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY STREET REPAIRS
STANDARDS.
8. REFER TO LANDSCAPE TREE MITIGATION PLAN (IF APPLICABLE) FOR TREE REMOVAL,
RELOCATION AND PROTECTION. TREE REMOVAL INFORMATION SHOWN FOR
COORDINATION PURPOSES ONLY.
9. REFERENCE LANDSCAPE PLANS FOR ADDITIONAL SITE DEMOLITION.
10. ALL UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
PRELIMINARY
NOT FOR CONSTRUCTION
LAJ
JTC
1 of 25
1170 ASH STREET, SUITE 100
WINDSOR, CO 80550
OFFICE: 970.460.0567
PROPOSED STREET LIGHT
PROPOSED STORM SEWER
EXISTING SANITARY SEWER MAIN
PROPOSED TELEPHONE LINE
EXISTING GAS
EXISTING STORM SEWER
EXISTING WATER MAIN
EXISTING MANHOLE
PROPOSED STORM INLET
LEGEND
PROPOSED CONCRETE
PROPOSED MINOR CONTOUR
EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING UTILITY POLE
EXISTING GUY WIRE
PROPOSED GAS
EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED SANITARY SEWER MAIN
PROPOSED WATER MAIN
EXISTING CONCRETE
EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED FENCE
LIMITS OF CONSTRUCTION
EXISTING OVERHEAD UTILITY
EXISTING STORM SEWER INLET
PROPOSED WATER VALVE
PROPOSED MANHOLE
PROPOSED UTILITY POLE
EXISTING STREET LIGHT
PROPOSED SWALE
PROPOSED DIRECTION OF OVERLAND FLOW
EXISTING FIBER OPTIC LINE
PROPOSED HANDICAP RAMP
EXISTING OVERHEAD ELECTRIC LINE
EXISTING OVERHEAD TELEPHONE LINE
PROPOSED OVERHEAD ELECTRIC LINE
PROPOSED FIBER OPTIC LINE
PROPOSED OVERHEAD TELEPHONE LINE
EXISTING FENCE
PROPOSED OVERHEAD UTILITY
PROPOSED LIGHT POLES
EXISTING CABLE TV LINE PROPOSED CABLE TV
PROPOSED WATER SERVICE W/
CURB STOP AND METER PIT
PROPOSED SANITARY SEWER SERVICE
W/ CLEANOUT
EXISTING ROW
Vicinity Map
Scale: 1" = 1000'
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK #43-97
ON THE SOUTH END OF THE WEST HEADWALL OF THE LAKE CANAL BRIDGE AT NORTH LEMAY
AVENUE, 200 FEET SOUTH OF THE INTERSECTION OF LEMAY AVENUE. AND CONIFER STREET
ELEV= 4960.11
CITY OF FORT COLLINS BENCHMARK #12-07
SOUTH SIDE OF VINE DRIVE ON THE SOUTH HEADWALL OF THE BRIDGE OVER DRY CREEK
BASIN 0.4 MILES EAST OF NORTH LEMAY AVENUE
ELEV= 4947.86
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 IS REQUIRED FOR ANY PURPOSE,
THE FOLLOWING EQUATIONS SHOULD BE USED:
NGVD UNADJUSTED = 4960.11 (NAVD88) - 3.17
NGVD UNADJUSTED = 4947.86 (NAVD88) - 3.18
UTILITY CONTACTS:
LIGHT & POWER
City of Fort Collins Light & Power
Contact: Janet McTague
Ph. 970.224.6154
STORMWATER,WATER & WASTEWATER
City of Fort Collins Utilities
700 Wood Street
Fort Collins, Colorado 80522
Contact: Heather McDowell
Ph. 970.221.6339
NATURAL GAS
Xcel Energy
1901 E. Horsetooth Road
Fort Collins, Colorado 80525
Contact: Stephanie Rich
Ph. 970.225.7828
TELEPHONE SERVICE
Century Link (Qwest)
3351 Eastbrook Drive
Fort Collins, Colorado 80525
Contact: Bill Johnson
Ph. 970.490.7501
CABLE SERVICE
Comcast
1201 University Dr.
Fort Collins, Colorado 80521
Contact: Don Kapperman
Ph. 970.567.0245
DEVELOPER
Landmark Real
Estate Holdings
1170 Ash Street, Suite 100
Windsor, CO 80550
Ph. 970.460.0567
ENGINEER
Interwest Consulting Group
1218 W. Ash, Suite A
Windsor, CO 80550
Ph. 970.674.3300
LANDSCAPE ARCHITECT
The Birdsall Group
444 Mountain Ave
Berthoud CO, 80513
Ph. 970.532.5891
SURVEYOR
PLS Group
6843 N. Franklin Ave
Loveland, CO 80538
Ph. 970.669.2100
INDEX OF SHEETS
Sheet No. Description of Sheets
1 COVER SHEET
2 - 4 EXISTING CONDITIONS & DEMOLITION PLANS
5 OVERALL UTILITY PLAN
6 - 8 UTILITY PLANS
9 - 11 GRADING & DRAINAGE PLANS
12 - 24 STREET PLAN & PROFILES
25 SIGHT DISTANCE EXHIBIT
Utility Plans For
NORTHFIELD
LOCATED IN THE SOUTHEAST 1/4 SECTION 1, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M
CITY OF FORT COLLINS, LARIMER COUNTY, COLORADO
OCTOBER 2018
ABBREVIATION LIST
ABC AGGREGATE BASE COURSE
AD ALGEBRAIC DIFFERENCE
AE ACCESS EASEMENT
ARCH ARCHITECT
ARV AIR RELEASE VALVE
ASPH ASPHALT
BLDG BUILDING
BFV BUTTERFLY VALVE
BOV BLOW OFF VALVE
BOS BOTTOM OF STEP
BOW BACK OF WALK
BW BOTTOM OF WALL
C&G CURB & GUTTER
CATV CABLE TELEVISION
CDOT COLORADO DEPARTMENT OF
TRANSPORTATION
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEAN OUT
CoFC CITY OF FORT COLLINS
COMM COMMUNICATION
CON CONDENSATE
CONC CONCRETE
COORD COORDINATION
CW CHILL WATER
CWR CHILL WATER RETURN
CWS CHILL WATER SUPPLY
DE DRAINAGE EASEMENT
DEMO DEMOLITION
DIA DIAMETER
DIP DUCTILE IRON PIPE
E EAST(ING)
EAE EMERGENCY ACCESS EASEMENT
EG EXISTING GROUND
EL ELEVATION
ELCO EAST LARIMER COUNTY WATER
DISTRICT
ELEC ELECTRIC
EOA EDGE OF ASPHALT
EOC EDGE OF CONCRETE
EX EXISTING
ESMT EASEMENT
EST ESTIMATE(D)
F FIRE LINE
FCP FINAL COMPLIANCE PLAN
FDC FIRE DEPARTMENT CONNECTION
FES FLARED END SECTION
FF FINISHED FLOOR
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FL FLOWLINE
FO FIBER OPTIC
G GAS
GB GRADE BREAK
GF GARAGE FLOOR
GND GROUND
GV GATE VALVE
HBP HOT BITUMINOUS PAVEMENT
HORZ HORIZONTAL
HDPE HIGH DENSITY POLYETHYLENE
HP HIGH POINT
HW HEADWALL
IE IRRIGATION EASEMENT
INV INVERT
IRR IRRIGATION
LA LANDSCAPE (PLAN/ACRH)
LF LINEAR FEET
LP LOW POINT
LT LEFT
MAX MAXIMUM
ME MATCH EXISTING
MEP MECHANICAL, ELECTRICAL,
PLUMBING ENGINEER
MH MANHOLE
MIN MINIMUM
N NORTH(ING)
NA NOT APPLICABLE
NHBZ NATURAL HABITAT BUFFER ZONE
NTS NOT TO SCALE
NWCWD NORTH WELD COUNTY WATER
DISTRICT
OC ON CENTER
OHE OVERHEAD ELECTRIC
OHT OVERHEAD TELEPHONE
OHU OVERHEAD UTILITY
P&UE PEDESTRIAN & UTILITY EASEMENT
PE PEDESTRIAN EASEMENT
PERF PERFORATED
PC POINT OF CURVATURE
PCC PORTLAND CEMENT CONCRETE
PCR POINT OF CURB RETURN
PH POTHOLE
PI POINT OF INTERSECTION
PL PROPERTY LINE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
R&R REMOVAL & REPLACEMENT
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
RE REFERENCE
RJ RESTRAINT JOINT
ROW RIGHT-OF-WAY
RT RIGHT
SCH SCHEDULE
S SOUTH
SD STORM DRAIN PIPE
SDMH STORM DRAIN MANHOLE
SRVC SERVICE
SS SANITARY SEWER
SSCO SANITARY SEWER CLEAN-OUT
SSMH SANITARY SEWER MANHOLE
SSWR SANITARY SEWER
STA STATION
STM STEAM
SWMP STORMWATER MANAGEMENT PLAN
T TELEPHONE
TB THRUST BLOCK
TBC TOP BACK OF CURB
TBV TO BE VACATED
TBR TO BE REMOVED
TELE TELEPHONE
TEMP TEMPORARY
TF TOP OF FOUNDATION
TOS TOP OF STEP
TW TOP OF WALL
TYP TYPICAL
XS CROSS SECTION
UD UNDERDRAIN
UE UTILITY EASEMENT
UGE UNDERGROUND ELECTRIC
UTIL UTILITY
VCP VITRIFIED CLAY PIPE
VIF VERIFY IN FIELD
VERT VERTICAL
VPC VERTICAL POINT OF CURVATURE
VPI VERTICAL POINT OF
INTERSECTION
VPT VERTICAL POINT OF TANGENCY
W WATERLINE OR WEST
WL WATERLINE
WQCE WATER QUALITY CONTROL
ELEVATION
WSE WATER SURFACE ELEVATION
PRELIMINARY
NOT FOR CONSTRUCTION
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, RESPECTIVELY, AND THAT I AM FULLY
RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS AND
RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS.
INDEMNIFICATION STATEMENT:
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR
CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY
THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE
LOCAL ENTITY 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 IN ANY REASON
AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL
ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE
REQUIRED DURING THE CONSTRUCTION PHASE.
JASON T. CLAEYS
P.E. NO. 42122
Lake Canal Reservoir Company
UTILITY PLAN Approval
District Manager
APPROVED:
Date
North Weld County Water District
UTILITY PLAN Approval
District Manager
APPROVED:
Date
East Larimer County Water District
UTILITY PLAN Approval
District Manager
APPROVED:
Date
City of Greeley
UTILITY PLAN Approval
City Official
APPROVED:
Date