HomeMy WebLinkAboutFLATS AT RIGDEN FARM - FDP - FDP140021 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSILLINOIS DR.
LAKESHORE DR.
HORSETOOTH RD.
EASTWOOD DR.
WILLIAMS
NELSON
RESERVOIR
DRAKE RD.
FOOTHILLS BASIN
SPRING CREEK BASIN
LIMON DR.
TIMBERLINE RD.
CUSTER DR.
FORT COLLINS
HIGH SCHOOL
CACHE LE POUDRE BASIN
FOOTHILLS BASIN
FOOTHILLS BASIN
FOX MEADOWS BASIN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
JULY, 2014
UTILITY PLANS FOR
CONTACT INFORMATION
PROJECT TEAM:
The Birdsall Group
444 Mountain Ave
Berthoud, CO 80513
(970) 532-5891
Landmark Construction Solutions
1170 W Ash Street #100
Windsor, CO 80550
(970) 330-4316
GAS----------------- Xcel Energy----------------------------- Al Ermer (970) 225-7869
ELECTRIC-------- City of Fort Collins Light & Power -- Doug Martine (970) 224-6152
CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0245
TELECOM.--------Qwest Local Network------------------ Bill Johnson (970) 377-6401
WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854
WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854
STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700
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.
Ryan Banning, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Gary Gilliland, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
N O R T H E RN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
CS2
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 storm sewer 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
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
ILLINOIS DR.
LAKESHORE DR.
HORSETOOTH RD.
EASTWOOD DR.
WILLIAMS
NELSON
RESERVOIR
DRAKE RD.
FOOTHILLS BASIN
SPRING CREEK BASIN
LIMON DR.
TIMBERLINE RD.
CUSTER DR.
FORT COLLINS
HIGH SCHOOL
CACHE LE POUDRE BASIN
FOOTHILLS BASIN
FOOTHILLS BASIN
FOX MEADOWS BASIN
NOTICE:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
200 South College Avenue, Suite 10 hereon.
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
MAINTENANCE GUARANTEE:
The Owner hereby warrants and guarantees to the City, for a period of two (2) years from the date of completion and first acceptance by the
City of the improvements warranted hereunder, the full and complete maintenance and repair of the improvements to be constructed in
connection with the Development which is the subject of this Plat. This warranty and guarantee is made in accordance with the City Land
Use Code and/or the Transitional Land Use Regulations, as applicable. This guarantee applies to the streets and all other appurtenant
structures and amenities lying within the rights-of-way, Easements and other public properties, including, without limitation, all curbing,
sidewalks, bike paths, drainage pipes, culverts, catch basins, drainage ditches and landscaping. Any maintenance and/or repair required on
utilities shall be coordinated with the owning utility company or department.
The Owner shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction standards,
safety requirements and environmental protection requirements of the City. The Owner shall also correct and repair, or cause to be
corrected and repaired, all damages to said improvements resulting from development-related or building-related activities. In the event the
Owner fails to correct any damages within thirty (30) days after written notice thereof, then said damages may be corrected by the City and
all costs and charges billed to and paid by the Owner. The City shall also have any other remedies available to it as authorized by law. Any
damages which occurred prior to the end of said two (2) year period and which are unrepaired at the termination of said period shall remain
the responsibility of the Owner.
REPAIR GUARANTEE:
In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City harmless
for a five (5) year period, commencing upon the date of completion and first acceptance by the City of the improvements to be constructed
in connection with the development which is the subject of this Plat, from any and all claims, damages, or demands arising on account of
the design and construction of public improvements of the property shown herein; and the Owner furthermore commits to make necessary
repairs to said public improvements, to include, without limitation, the roads, streets, fills, embankments, ditches, cross pans, sub-drains,
culverts, walls and bridges within the right-of-way, Easements and other public properties, resulting from failures caused by design and/or
construction defects. This agreement to hold the City harmless includes defects in materials and workmanship, as well as defects caused by
or consisting of settling trenches, fills or excavations.
Further, the Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable to the
Owner or his/her successors in interest during the warranty period, for any claim of damages resulting from negligence in exercising
engineering techniques and due caution in the construction of cross drains, drives, structures or buildings, the changing of courses of
streams and rivers, flooding from natural creeks and rivers, and any other matter whatsoever on private property. Any and all monetary
liability occurring under this paragraph shall be the liability of the Owner. I further warrant that I have the right to convey said land
according to this Plat.
NOTICE OF OTHER DOCUMENTS:
5
12" W 12" W
12" W
12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W 12" W 12" W 12" W
12" W
12" W 12" W 12" W
CTV
CTV CTV CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
G G
G
G
G
G
G
G G
G
G
E
E
E E E E E
E E
E
CTV CTV CTV CTV
CTV CTV CTV CTV CTV
CTV
CTV
E
E
E E E
E
E
E
E
E
8" SS
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS
8" SS
8" SS 8" SS
8" SS 8" SS
8" SS 8" SS
8" SS
8" SS 8" SS
8" SS 8" SS
8" SS 8" SS
BLDG 2
BLDG 4
BLDG 5 BLDG 6
GAR 1
GAR 2
GAR 3
GAR 4
BLDG 1
A/C UNIT
(TYP.)
A/C UNIT
(TYP.)
A/C UNIT
(TYP.)
A/C UNIT
(TYP.)
ILLINOIS DRIVE
IOWA DRIVE
LIMON DRIVE
4' WALK 4' WALK
5' WALK
5' WALK
5' WALK
5' WALK 5' WALK
5' WALK 5' WALK
4' WALK 4' WALK
4' WALK
4' WALK
4' WALK
28' 28'
30'
30' EMERGENCY
ACCESS EASEMENT
24'
23'
4' WALK
(TYP.)
4' WALK
(TYP.)
4' WALK
(TYP.)
6' 6'
19' 9'
9' 19'
"STOP" SIGN
R1-1
"STOP" SIGN
R1-1
"STOP" SIGN
R1-1
30' EMERGENCY
ACCESS EASEMENT
30' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
BLDG ESMT. LOT LINE
EXCLUSION
19'
9'
BLDG 3
BLDG 7
GAR 3
GAR 4
A/C UNIT
(TYP.)
A/C UNIT
(TYP.)
ILLINOIS DRIVE
CUSTER DRIVE
5' WALK
5' WALK
4' WALK
4' WALK
4' WALK
28'
24'
23'
11'
11'
19'
8.0'
"STOP" SIGN
R1-1
30' EMERGENCY
ACCESS EASEMENT
86' ROW
76'
-
100' ROW
19' 9.0'
8.5' 19'
5' WALK
4' WALK
(TYP.)
"HC" SIGN
BUILDING
ENVELOPE
LOT LINE
WHEEL STOP
(TYP.)
11.5' WALK
15'
4' WALK
BLDG ESMT.
EXCLUSION
BLDG ESMT.
EXCLUSION
5.0'
GAR 4
31'
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
BLDG 2
BLDG 3
BLDG 4
BLDG 5 BLDG 6
GAR 1
BLDG 7
GAR 2
GAR 3
GAR 4
BLDG 1
ILLINOIS DRIVE
IOWA DRIVE
CUSTER DRIVE
LIMON DRIVE
KKP - DRAKE, LLC
RIGDEN FARM, FILING 8
KKP - DRAKE, LLC
RIGDEN FARM, FILING 8
RIGDEN FARM, LLC
FILING 16
RIGDEN FARM, LLC
FILING 10
RIGDEN FARM, LLC
FILING 13 BROOKLYN PARK ROW HOUSES
HEARN PROPERTIES LLC
BROOKLYN PARK ROW HOUSES
HEARN PROPERTIES LLC
SEVEN OAKS ACADEMY OF
LOVELAND, INC.
RIGDEN FARM, FILING 1
EX. 100' ROW
50'
-
69' ROW
72' ROW
86' ROW
48' -
22'
-
30'
-
P2
INLET
INLET
INLET
INLET
1' PAN
(TYP.)
P2
P2
P2
2
2
2
1 1 1 1
1 1
4' 4' 6'
6'
4'
5'
BLDG 2
BLDG 3
BLDG 4
BLDG 5 BLDG 6
GAR 1
BLDG 7
GAR 2
GAR 3
GAR 4
BLDG 1
ILLINOIS DRIVE
IOWA DRIVE
CUSTER DRIVE
LIMON DRIVE
KKP - DRAKE, LLC
RIGDEN FARM, FILING 8
KKP - DRAKE, LLC
RIGDEN FARM, FILING 8
RIGDEN FARM, LLC
FILING 16
RIGDEN FARM, LLC
FILING 10
RIGDEN FARM, LLC
FILING 13 BROOKLYN PARK ROW HOUSES
HEARN PROPERTIES LLC
BROOKLYN PARK ROW HOUSES
HEARN PROPERTIES LLC
SEVEN OAKS ACADEMY OF
LOVELAND, INC.
RIGDEN FARM, FILING 1
CLAY CURTAIN
WALL
DRYWELL
BEDDING
CLAY CURTAIN
WALL
PVC GEOMEMBRANE
LINER
DRYWELL
BEDDING
PVC GEOMEMBRANE
LINER
PVC GEOMEMBRANE
LINER
PVC GEOMEMBRANE
LINER
CLAY CURTAIN
WALL
EX. 100' ROW
50'
-
69' ROW
72' ROW
86' ROW
48' -
22'
-
30'
-
These drawings are
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
SG1
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
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NORTH
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
LEGEND:
NOTES:
UD
BLDG 2
BLDG 3
BLDG 4
BLDG 5 BLDG 6
GAR 1
BLDG 7
GAR 2
GAR 3
GAR 4
BLDG 1
12" W 12" W
12" W
12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W 12" W 12" W 12" W
12" W
12" W 12" W 12" W
CTV
CTV CTV CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
G G
G
G
G
G
G
G G
G
G
E
E
E E E E E
E E
E
CTV CTV CTV CTV
CTV CTV CTV CTV CTV
CTV
CTV
E
E
E E E
E
E
E
E
E
8" SS
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
SS1
KEYMAP
ILLINOIS DRIVE
LIMON DRIVE
CUSTER DRIVE
IOWA DRIVE
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
PROFILE SCALE:
LEGEND:
NOTES:
W
SS
SANITARY SEWER LINE A
SS1
12" W 12" W
12" W
12" W 12" W 12" W 12" W
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
G
G
G
G G G
E
E
E E
E E
CTV CTV
CTV CTV CTV
CTV
E
E E
E
E
E
8" SS 8" SS 8" SS 8" SS 8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS 8" SS
8" SS
SS
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
SEVEN OAKS ACADEMY OF
LOVELAND, INC.
RIGDEN FARM, FILING 1
CUSTER DRIVE
(86' PUBLIC ROW)
BLDG 2
BLDG 3
BLDG 5 BLDG 6
BLDG 7
GAR 3
GAR 4
STORM DRAIN A10
SEE SHEET ST3
STORM DRAIN A2
SEE THIS SHEET
STORM DRAIN C
SEE SHEET ST3
IOWA DRIVE
4910
4915
4920
4925
4930
4935
CTV
CTV CTV
CTV
CTV
8" SS 8" SS
8" SS
8" SS 8" SS
8" SS
8" SS
8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W
RIGDEN FARM, LLC
FILING 16
(72' PUBLIC ROW)
LIMON DRIVE
BLDG 4
BLDG 5 BLDG 6
GAR 1
GAR 2
BLDG 1
IOWA DRIVE
STORM DRAIN C
SEE SHEET ST3
EXISTING
STORM DRAIN
STORM DRAIN B1
SEE THIS SHEET
STORM DRAIN B2
SEE THIS SHEET
4910
4915
4920
4925
4930
4935
4940
4945
4910
4915
4920
4925
4930
4935
4940
4945
14+00 13+00 12+00 11+00 10+00 9+50
EXISTING
GROUND
PROPOSED
GRADE
90.50 LF 8" PVC @ 0.50%
TEE W/ C/O B3
STA 12+50.78
5,0
INV. IN 4924.71 (N)
INV. IN 4924.71 (E)
INV. OUT 4924.71 (W)
TEE W/ C/O B2
STA 11+60.28
*5$7(
8" SS 8" SS 8" SS 8" SS
8" SS
8" SS
8" W 8" W 8" W 8" W 8" W 8" W 8" W
RIGDEN FARM, LLC
IOWA DRIVE
(69' PUBLIC ROW)
BLDG 2
BLDG 4
BLDG 5
BLDG 6
GAR 1 GAR 2
GAR 3
BLDG 1
IOWA DRIVE
EXISTING
STORM DRAIN
STORM DRAIN A1
SEE SHEET ST1
STORM DRAIN B
SEE SHEET ST2
CONNECT TO
EXISTING 42" RCP
INSTALL SNOUT
AND SEDIMENTATION SUMP
IN MH C1
EXISTING
GROUND
PROPOSED
GRADE
4910
4915
4920
4925
4930
4935
4940
4945
4910
4915
4920
4925
4930
4935
4940
4945
12+50 12+00 11+00 10+00 9+00
32.55 LF
12" PVC
@ 0.40%
INLET C3
STA 11+23.79
5,0
INV. IN 4924.60 (E)
INV. OUT 4924.60 (W)
59.62 LF
12" PVC
@ 0.40%
INLET C2
STA 10+64.17
CTV
CTV CTV CTV CTV
CTV CTV
CTV
CTV
CTV
CTV CTV
CTV CTV
CTV
8" SS 8" SS
8" SS 8" SS
8" SS
8" SS
8" SS 8" SS
8" SS
8" SS 8" SS
8" SS
8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS
8" W 8" W
8" W
8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W
W
W W W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
W W
W W
W W
W W
W
8" SS 8" SS
RIGDEN FARM, LLC
FILING 16
(72' PUBLIC ROW)
LIMON DRIVE
BLDG 4
BLDG 5
BLDG 6
GAR 1 GAR 2
BLDG 1
72 ROW
50
-
12" W 12" W 12" W
12" W
12" W
12" W
12" W 12" W 12" W 12" W
12" W
12" W 12" W 12" W 12" W
12" W
12" W
12" W
12" W 12" W 12" W 12" W
CTV
CTV
CTV
CTV
CTV CTV
CTV CTV CTV
CTV
CTV
CTV CTV
CTV CTV
CTV
CTV
G G
G G
G G
G
G
G
G
G G G
G G G
E
E
E
E E E
E
E E E E
E
E E
E E
CTV CTV CTV CTV CTV CTV
CTV CTV CTV
CTV CTV CTV CTV
CTV
CTV
CTV
E
E
E E
E
E
E E
E
E
E
E
E E E
E
8" SS
12" W 12" W
12" W
12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W 12" W 12" W 12" W
12" W
12" W 12" W 12" W
CTV
CTV CTV CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
G G
G
G
G
G
G
G G
G
G
E
E
E E E E E
E E
E
CTV CTV CTV CTV
CTV CTV CTV CTV CTV
CTV
CTV
E
E
E E E
E
E
E
E
E
8" SS
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS
8" SS
8" SS 8" SS
8" SS 8" SS
8" SS 8" SS
8" SS
8" SS 8" SS
8" SS 8" SS
8" SS 8" SS
FILING 16 FILING 10
RIGDEN FARM, LLC
FILING 13 BROOKLYN PARK ROW HOUSES
HEARN PROPERTIES LLC
(72' PUBLIC ROW)
LIMON DRIVE
IOWA DRIVE
(69' PUBLIC ROW)
CUSTER DRIVE
(86' PUBLIC ROW)
ILLINOIS DRIVE
(100' PUBLIC ROW)
BLDG 2
BLDG 3
BLDG 4
BLDG 5 BLDG 6
GAR 1
BLDG 7
GAR 2
GAR 3
GAR 4
BLDG 1
1
10
14
2
4
5
3
9
7 8
6
B-6
B-11 C-1
B-2
EXISTING ILLINOIS STORM SEWER
EXISTING 42" LIMON STORM SEWER
EXISTING 30" CUSTER
STORM SEWER
PROPOSED INLET
PROPOSED INLET
PROPOSED INLET
PROPOSED SMALL
INLET
EXISTING INLET
EXISTING INLET EXISTING INLET
EXISTING INLET
EXISTING INLET
EXISTING INLET
NOT UTILIZED WITH THIS
PROJECT
EXISTING INLET
PROPOSED INLET
PROPOSED INLET
PROPOSED INLET
PROPOSED DRYWELL
PROPOSED DRYWELL
PROPOSED INLET
These drawings are
instruments of service
(72' PUBLIC ROW)
LIMON DRIVE
IOWA DRIVE
(69' PUBLIC ROW)
CUSTER DRIVE
(86' PUBLIC ROW)
ILLINOIS DRIVE
(100' PUBLIC ROW)
BLDG 2
BLDG 3
BLDG 4
BLDG 5 BLDG 6
GAR 1
BLDG 7
GAR 2
GAR 3
GAR 4
BLDG 1
IP
IP
IP IP IP
IP
IP
IP
IP
IP
IP
IP
IP CIP
CIP
SF SF
SF
SF
SF SF
SF SF
SF
SF
SF
SF SF SF
SF SF
SF SF
SF
RS
WD
VTC
TYPE III BARRICADE
WD
CWA
SF SF
SF
SF
SF
SF
SF
SF SF SF SF
SF
SF
SF
SF
RS
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
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R
EC2
500 SWALE WATTLE DIKE
3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
W1 NOTES:
INSTALLATION:
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND
WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE
THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE:
A 25 FOOT WATTLE USES 6 STAKES
A 20 FOOT WATTLE USES 5 STAKES
A 12 FOOT WATTLE USES 4 STAKES
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE.
LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A
HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD
PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE
NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR
MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN
STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE
STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE
THE STAKES PERPENDICULAR TO THE SLOPE.
DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE
TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY
TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY
HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE
STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLON ROPE
WATTLE "A" WATTLE "B"
1'
2'
TYP.
1' 1'
W2 NOTES:
INSTALLATION:
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER
AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
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R
EC3
505 CURB INLET PROTECTION 506 AREA INLET PROTECTION
CIP
IP
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
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R
D1
100 TRENCH AND BEDDING TYPICAL
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
LOWER LIMIT OF
TRENCH WALL
SLOPING
INITIAL LIFT *
12 IN. MIN.
PIPE O.D.
4 IN. MIN.
TRENCH WIDTH AS SPECIFIED
IN SECTION 02221
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
*
BEDDING REQUIRMENTS
WW-1
ALTERNATE BASE
POURED INVERT
PRECAST MANHOLE BASE
2 IN. MIN.
SLOPE
1 IN. MIN.
8 IN. MIN.
6 IN.
15 IN. OR LESS 48 IN.
18 IN. TO 30 IN. 60 IN.
OVER 30 INCHES 72 IN.
MIN. MANHOLE
MINIMUM INSIDE DIAMETER OF
DIAMETER
MANHOLE SHALL BE AS FOLLOWS:
PIPE SIZE
5 FT. MIN. DEPTH
CONCRETE ADJUSTMENT SHIMS
GROUTED INSIDE
ASTM C-478 ECCENTRIC CONE
PRE-FORMED PLASTIC GASKET
ASTM C-478 MANHOLE SECTIONS
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
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PHONE: 970.221.4158 FAX: 970.221.4159
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D2
200 TRENCH AND BEDDING TYPICAL TYPICAL CONCRETE THRUST BLOCKS TYPICAL FIRE HYDRANT INSTALLATION WATER MAIN LOWERING
201 202 203
204 WATER MAIN LOWERING GRAVITY BLOCKS 205 TYPICAL WATER SERVICE SPRINKLER SYSTEM DETAIL
206
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
WATERLINE LOWERING ELEVATIONS
1
2 3
4
5
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
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D3
11
207 2" & 2" METER SETTING 208
209 CP TEST AND LOCATER STATION BOX
CP
TEST STATION
U
S
A
7/16"
3 1/2"
7 5/16"
2"
5/8"
5 3/4"
A
S
U
I
E
J
W
STATION
LOCATOR
LID PLAN VIEW
LID SECTION VIEW
VALVE BOX SECTION VIEW
CLOSED PICKHOLE
(TYPICAL OPPOSITE
SIDE)
1/2" RAISED LETTERING
(RECESSED FLUSH)
REFERENCE SPECIFICATIONS 02622-2
THROUGH 02622-4 FOR LOCATOR
FOR CP TEST STATION INFORMATION.
REFERENCE SPECIFICATIONS 16640-5
STATION BOX INFORMATION.
W
J
E
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
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D4
300 STORMWATER BEDDING REQUIREMENTS
NYLOPLAST DROP IN GRATES FIT INSIDE
ADS N-12/HANCOR DUAL WALL, SDR 35
SEWER PVC , & SCH 40 DWV PVC PIPE
2010 NYLOPLAST
TOP SOIL
RISER PIPE
(CUT TO FIT)
ADJUST TO 1.0'
BELOW F.G.
DROP IN GRATE
(USE NYLOPLAST
OR EQUAL)
DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG NO. 7001-110-017 REV E
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
6 IN - 24 IN DROP IN GRATE INSTALLATION
TITLE
PROJECT NO./NAME
MATERIAL
DATE
REVISED BY
DATE 5-4-00
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
2-9-10
EBC
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
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R
D5
.31
DWG SIZE A SCALE 1:4 SHEET 1 OF 1 DWG NO. 7001-110-019 REV D
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
8 IN DROP IN
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 3-5-00
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
8-14-12
JJC
0801DI
APPROX. DRAIN AREA = 19.30 SQ IN
APPROX. WEIGHT = 5.80 LBS
2012 NYLOPLAST
DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY
DIMENSIONS ARE IN INCHES
GRATE HAS LIGHT DUTY RATING
QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
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605 INTERLOCKING CONCRETE PAVERS D6
603 PEDESTRIAN RAMP DETAIL
604 TRUNCATED DOME WARNING FOR ACCESS RAMPS
0.5'
6.0'
4.5' R20.0'
R15.0'
12.0'
4.5'
12.0'
4.5'
R19.5'
0.5'
4.5' 6.0'
1.5'
1.5'
4'-6"
2'-6" 2'-0"
6"
602 SIDEWALK DETAIL
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
DETACHED SIDEWALK DETAIL
Variable
Slope sidewalk to curb 1/4" per foot.
2' min.
601 STANDARD SIDEWALK
Sidewalk
Driveway
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
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708 PRIVATE CONCRETE CROSSPAN D7
SCALE:
ACCESS RAMPS N.T.S.
MID-BLOCK LOCATION
SECTION A-A
CONCRETE PEDESTRIAN CURB
6" MIN
VARIES
2' x 5' DETECTABLE
WARNING SURFACE
CONCRETE
PEDESTRIAN CURB
2' x 5' DETECTABLE
WARNING SURFACE
6"
SIDEWALK
CURB
GUTTER
1" RADIUS
1/4" RADIUS
6"
707 STANDARD ACCESS RAMPS
FULL HEIGHT
CONCRETE
PEDESTRIAN CURB
DETECTABLE
WARNING SURFACE
12:1
(MAX)
2' x 6' DETECTABLE
WARNING SURFACE
CONCRETE
PEDESTRIAN
CURB OR 1.5'
FLARE
SIDEWALK
CURB
GUTTER
(MAX)
2%
6'
(MAX)
2%
SIDEWALK
CURB
GUTTER
(MAX)
12:1
(MAX)
12:1
2%
(MAX)
5'
12:1
2' x 5' DETECTABLE
WARNING SURFACE
SIDEWALK
CURB
GUTTER
6'
(MIN)
(MAX)
12:1
CONCRETE
SAFETY GROOVING
(MAX)
12:1
SIDEWALK
2%
(MAX)
2%
(MAX)
2%
(MAX)
6'
(MIN)
704 DIRECTIONAL ACCESS RAMPS (FLARE OPTION)
701 BI-DIRECTIONAL ACCESS RAMPS 702 CORNER APPROACH ACCESS RAMP
R1'
TAPER TO SIDEWALK
ELEVATION
TAPER TO SIDEWALK
ELEVATION
TAPER TO SIDEWALK
ELEVATION
(MAX)
2%
(MAX)
2%
(MAX)
12:1
(MAX)
12:1
(MAX)
SIDEWALK
CURB
GUTTER
5'
6'
(MAX)
2%
(MAX)
2%
705 CORNER FLARE ACCESS RAMP
FULL HEIGHT CURB
(MAX)
2%
DETECTABLE
WARNING SURFACE
706 PEDESTRIAN RAMP DETAIL
STANDARD GRAY CONCRETE
RAMP WITH PARTIALLY COLORED CONCRETE
PLAN VIEW SECTION A-A
A
A
N.T.S.
6"
N.T.S.
2'
NOTES:
t=6" or as specified
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
Slope
1:12
Slope
1:12
CORNER LOCATION
ramp
finish thru
Wood float
Broom finish
(min.)
6'
1:25
(max.)
Slope
(max.)
A
A
4'
(max)
(Radius varies)
(typ.)
back of walk
Transition
2
Walk
Gutter
Curb
(min.)
6'
(min.)
walk, if needed.
ground behind the
Curb to retain
Warning Detection
Truncated Dome
curb
0"
curb
6"
curb
0"
curb
6"
703 CORNER LOCATION ACCESS RAMP
PRIVATE
PRIVATE PRIVATE
PRIVATE PRIVATE
PRIVATE
2' CONCRETE PAN
6"
24"
1"
NOTE FOR CONCRETE PAN:
1. PROVIDE CONTRACTION JOINT EVERY TEN (10) FEET.
6"
12"
1/2"
1' CONCRETE PAN
6' CONCRETE PAN
6"
2"R.
2"
6" 6"
12"
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
R 0.5"
4.5"
18"
3.63"
21.75"
R 0.13"
7"
2"
3.75"
12"
ROLL-OVER
VERTICAL
(LOVELAND)
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
2'
Y
1:12 1:48
(max.)
Driveway
Gutter
Sidewalk
Parkway
Sidewalk
TYPE III
DETACHED WALK
TYPE IV
ATTACHED WALK
6' (min.)
Detached 1:12
Curb
1:48
(max.)
1:12
t
1/4" PER FT.
N.T.S.
SECTIONS A-A & B-B
1:12 (max.)
A
A
1:48 SLOPE
WALK
B
B
APPROACH
CLASSIFICATION TYPE
Single Family 12' 24'
Commercial I, II, III, or IV
Multi Family
24' 36'
24' 36'
MINIMUM
WIDTH WIDTH
MAXIMUM
Industrial 24' 36'
I, II, III, or IV
I or II
RESIDENTIAL:
*
*
**
*
High volume driveways (Type III or IV) allowed for 350
30' maximum for 3 car garages.
No single opening shall exceed 36'. Wider driveways
shall be divided w/a median not less than 6' wide.
or greater trip ends/day.
**
*
DRIVEWAY WIDTHS
1:12
Max
Max
700 PREFABRICATED WHEEL STOP
DRIVEWAY SIDEWALK
SECTION A-A
NOTE:
1. Sidewalk grade shall remain consistent across driveway
3. This detail applies to Residential & Commercial driveways.
Detached Sidewalk
Attached Sidewalk
DETACHED ATTACHED
All Sidewalk Thickness Shall Be 6" minimum.
SIDEWALK
606 TRENCH DETAIL
12" (Water & Sewer)
If this section is less than
4' of existing asphalt/concrete,
it must be removed and replaced.
Edge of Pavement or
Lip of Existing Gutter
Compacted
Lifts of Suitable
Materials
Pavement
Thickness
Varies
Varies
1" (min.)
(See Note 9 below for Storm.)
4" (min.)
6" (max.)
Trench Width
Varies
2'
(min.)
Bedding Material
Undisturbed Soil
Utility Conduit
New Asphalt/Concrete
Clean Road Base
Existing Road Base
6" Full Depth Asphalt or
X/Y Composite Section
NOTES:
1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the
Local Entity Engineer.
2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight
edge.
3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for
backfill material.
4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe.
5. Use a #4 rebar at centers along the perimeter of concrete replacement sections.
6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements.
7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched.
8. In concrete roadways, a minimum of one entire concrete panel must be replaced.
9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of
unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe.
600 SIGN POST
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
CRITERIA FOR SINGLE POST
$OO1R3DUNLQJVLJQVVKDOOEHLQVWDOOHGDWIURP)ORZ/LQH
* *
(22F12A31)
7'-0" MIN. CLEARANCE
2' - 3'
FROM F
Street Curb
See Figure 16-1
L
* 12 Gauge
30" 8" 8"
608 PRIVATE RIBBON CURB
607 PRIVATE 1' VERTICAL CURB & GUTTER
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
OUTFALL INFALL
AT PAVERS
SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY
ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF
JUSTICE, 28 CFR PART 36.
16 X .50
1.25
DWG SIZE A SCALE 1:4 SHEET 1 OF 1 DWG NO. 7001-110-018 REV D
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
6 IN DROP IN
TITLE
PROJECT NO./NAME
MATERIAL
DATE
REVD BY
DATE 3-5-00
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
8-14-12
JJC
0601DI
APPROX. DRAIN AREA = 9.98 SQ IN
APPROX. WEIGHT = 3.54 LBS
DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY
DIMENSIONS ARE IN INCHES
GRATE HAS LIGHT DUTY RATING
QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT
SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY
ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF
JUSTICE, 28 CFR PART 36.
2010 NYLOPLAST
12 X .50
1.25 .25
5.87
309 6" DROP IN GRATE
308 8" DROP IN GRATE
307 DRYWELL BASE TO STORM MANHOLE 310 INLET, TYPE C
48" DRYWELL MANHOLE
020EMM48D-MH
48" DRYWELL MANHOLE
48" DRYWELL MANHOLE
2-18-2013
SECTION VIEW
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
311 SNOUT DETAIL
DETAIL "A"
PLAN VIEW
311 SIDEWALK CHASE DETAIL
0601DI
0801DI
1001DI
1201DI
1501DI
1801DI
2401DI
%(1'
PVC ROOF DRAIN PIPE
0$;
GRANULAR MATERIAL
CONFORMING TO
CDDH #67
306 ROOF DRAIN WYE
%(1'
COORDINATE LOCATION OF
DOWNSPOUTS PRIOR
TO INSTALLATION OF
TEMPORARY TWIST-OFF CAP
DROP IN GRATE INSTALLATION
DROP IN GRATE INSTALLATION
BED WITH NATIVE
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
302
303
DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG NO. 7001-110-017 REV E
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
6 IN - 24 IN DROP IN GRATE INSTALLATION
TITLE
PROJECT NO./NAME
MATERIAL
DATE
REVISED BY
DATE 5-4-00
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
2-9-10
EBC
0601DI
0801DI
1001DI
1201DI
1501DI
1801DI
2401DI
2010 NYLOPLAST
NYLOPLAST DROP IN GRATES FIT INSIDE
ADS N-12/HANCOR DUAL WALL, SDR 35
SEWER PVC , & SCH 40 DWV PVC PIPE
TOP SOIL
RISER PIPE
(CUT TO FIT)
ADJUST TO 1.0'
BELOW F.G.
DROP IN GRATE
(USE NYLOPLAST
OR EQUAL)
301 TYPE 13 GRATED INLET
8" 8"
8"
8" 8"
D
INV. ELEV OUT
SHOWN ON PROFILE
H (VARIES)
PIPE BEDDING
OUTLET PIPE IN
SIDE OR END WALL
H (VARIES)
STD VALLEY GUTTER SECTION BICYCLE AND PEDESTRIAN
8" 8"
3"
NOTES:
CONCRETE SHALL BE CLASS B. INLET MAY BE CAST-IN-PLACE OR PRECAST.
CAST-IN-PLACE CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES.
EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 IN.
REINFORCING BARS SHALL BE DEFORMED AND SHALL HAVE A 2 IN. MINIUMUM CLEARANCE.
STEPS SHALL BE PROVIDED WHEN INLET DIMENSION "H" EXCEEDS 3 FT. - 6 IN. AND SHALL BE IN ACCORDANCE WITH AASHTO M 199.
ALL GRATES AND FRAMES SHALL BE GRAY OR DUCTILE CAST IRON CONFORMING TO CITY OF LOVELAND SPEC. 05500. GRATES AND FRAMES
SHALL BE DESIGNED TO WITHSTAND HS 20 LOADING.
ALL REINFORCING BARS SHALL BE NO. 4 BARS.
DIMENSIONS FOR C.I.P. PRECAST WALLS & FLOOR THICKNESS ARE MINIMUM 6"
STORM DRAIN MARKER TO BE PROVIDED BY THE CITY OF LOVELAND & INSTALLED PER DIRECTION OF THE CITY.
INFORMATION FROM CDOT STANDARD PLAN M-604-13 IS REFERENCED IN THIS DETAIL.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
10"
TO 14"
6"
401 @ EQUAL SPACING
$7
403 @ 8" O.C.
4'-3 1/2"
4'
CAST GRATING (TYP.) ȭ GUTTER TYPE 2
SAFE GRATE AND FRAME
SLOPE FLOOR
19 1
2"
35 1
2"
4'-0"
402 @ 8" O.C.
304 DRY WELL DETAIL
A % C PART # GRATE OPTIONS
8" 4 2808AG PEDESTRIAN/STANDARD SOLID BRONZE DOME DROP IN
10" 4 2810AG PEDESTRIAN/STANDARD SOLID BRONZE DOME DROP IN
12" 6 2812AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN
15" 6 2815AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN
18" 8 2818AG PEDESTRIAN STANDARD SOLID N/A DOME DROP IN
24" 8 2824AG PEDESTRIAN STANDARD SOLID N/A DOME DROP IN
30" 10 2830AG PEDESTRIAN STANDARD SOLID N/A DOME N/A
$%$6,16,=(%$1*/(%(7:((10$1+2/(6&180%(52)+2/(6
4" MIN ON 8" - 24"
6" MIN ON 30"
A
DWG SIZE A SCALE SHEET 1 OF 1 DWG NO. 7001-110-181 REV B
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
8 IN - 30 IN PERFORATED DRAIN BASIN WITH STANDARD
GRATE QUICK SPEC INSTALLATION DETAIL
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 2-14-06
DRAWN BY EBC
2-14-06
CJA
1:40
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
5' DEPTH TO INVERT
USE CAP REDUCER
AND DOME GRATE
1 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS
SEE DRAWING NO. 7001-110-065
2 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ANY EDGE OR FITTING.
3 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN.
4 - GRATES SHALL MEET H-10 LOAD RATING FOR 12" - 24" PED
5 - GRATES SHALL MEET H-20 LOAD RATING FOR 30" PED & 12" - 30" STD & SOLID
6 - ALL BRONZE GRATES, DROP IN GRATES, & 8" & 10" PED/STD GRATES & SOLID
COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY
NYLOPLAST DRAIN BASIN: 28 _ _ AG _ _X
%
C
2" MIN
0$;
TOP & FRONT VIEW
HOLE SIZE & LOCATION NTS
ENLARGED TO SHOW DETAIL
A
2
THE BACKFILL MATERIAL SHALL BE WASHED ROCK MIN 3
4" TO 4" OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS ASTM #2 W/ 35% VOIDS.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED &
COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
FILL TOP OF DRAIN BASIN (ABOVE GRATE)
WITH 1 1
2" WASHED ROCK. TOP WITH GEOTEXTILE
FABRIC. TOP WITH 6" OF 3
8" WASHED CHIP
LEAVE BOTTOM OPEN
COBBLE MULCH
(3"-6" CLEAN
RIVER ROCK)
5' EACH WAY
5' MIN.
GEO-TEXTILE WIDTH
FABRIC UNGER
COBBLES
D
D - DEPTH VARIES. 6'-0" MAX. MINIMUM DEPTH SHALL BE 2'-0" BELOW ANY ENCOUNTERED GROUNDWATER.
DWG SIZE A SCALE 1:16 SHEET 1 OF 1 DWG NO. REV
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
24 IN PERFORATED DRAIN BASIN WITH 24 IN X 12 IN
CAP REDUCER & DOME GRATE
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 6-2-06
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
6-2-06
CJA
2.00" MIN
BASIN SHOULD BE PERFORATED WITH
+2/(63(552: (9(5<
HOLES SHOULD BE STAGGERED
EVERY OTHER ROW, AS SHOWN
FRONT VIEW
HOLE SIZE & LOCATION NTS
ENLARGED TO SHOW DETAIL
24" X 12" CAP REDUCER
TOP VIEW
12" DOME GRATE
(1299CGD)
24" DRAIN BASIN BODY
WITHOUT BOTTOM CAP
D
U
C
T I
L
E
I R
O
N
- D
O
N
O
T
P
O
L L
U
T
D
R A
I
N
S T
O
W
A
T
E R
W
A Y
S
E
N
Y
L
O
P
L
A
S
T
GRATED INLET COVER
MAX 1" SLOTS
FILL WITH 1 1
2 " WASHED ROCK
FILL CAP REDUCER W/ MIN 6" OF 3
8" WASHED CHIP
GEOTEXTILE FABRIC
4" BIORETENTION MEDIA
60% SAND 40% TOPSOIL
GEOTEXTILE FABRIC
6" THICK ASTM #2 COMPACTED WASHED-ROCK
NATIVE SOIL
NOTE: ALL DRY WELL GRATES
SHALL BE SURROUNDED WITH 5'
COBBLE MULCH (SEE DETAIL THIS
SHEET). BIORETENTION MEDIA
SHALL BE INSTALLED FROM 5' TO 20'
EACH WAY
305 INLET SCHEDULE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
Inlet Schedule
Inlet Inlet Type Inlet Size
Inlet A6 Type 13C Single
Inlet A2-1A Type 13 Single
Inlet A8 Type 13 Single
Inlet A10-1 Type 13 Single
Inlet B1-1 Type 13 Single
Inlet B2-1 Type 13 Single
Inlet B4 Type 13 Single
Inlet C1 Grated Manhole Cover
Inlet C1-2 18" Diameter Small Inlet
Inlet C2 18" Diameter Small Inlet
Inlet C3 18" Diameter Small Inlet
Inlet C4 Pedestrian Rated Type C
I
211 VALVE EXTENSION DETAIL
210 VALVE BOX ASSEMBLY
STREET
STREET
VALVE (TYPICAL)
HYDRANT SECONDARY
FIRE HYDRANT
(TYPICAL)
LOCATOR
STATION
PVC MAIN
TRACER WIRE
NOTES:
1. TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TO
PREVENT MOVEMENT OF WIRE.
TRACER WIRE SHALL BE SINGLE CONDUCTOR #12 STRANDED COPPER WITH TYPE THNN OR THWN
FOR LOCATOR STATION DETAILS SEE DETAIL 25
2.
3.
4. TRACER WIRES FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPLICED TOGETHER.
SEE NOTE 4
(TYPICAL)
INSULATION DESIGNATED FOR DIRECT BURY. TRACER WIRE SHALL BE CONTINUOUS (WITHOUT SPLICES)
WHENEVER POSSIBLE. WHEN SPLICES ARE REQUIRED, ALL SPLICES OF TRACER WIRE SHALL BE MADE
USING BRASS SPLIT-BOLT CONNECTORS AND ROYSTON "MINI SPLICE-RIGHT" SPLICE KITS.
6 6 6 6 6 6 6 6 6 6 6 6
6 6 6 6 6 6 6 6 6 6 6 6 6
6
WATER MAIN
SEAT VALVE
RESILIENT
CAST IRON
VALVE BOX
CAST IRON
PER CITY OF FORT COLLINS AND AWWA SPECS.
ALL VALVES TO BE 8 MIL POLY WRAPPED. T-BOLTS, NUTS AND RODS
ALL VALVE BOXES TO BE OF CAST IRON CONSTRUCTION, TWO PIECE
TO BE TAR COATED BEFORE WRAPPED.
THREADED ADJUSTABLE DESIGN PER CITY OF FORT COLLINS SPECS.
VALVE BOX W\CAST IRON
LID MARKED "WATER"
ALL VALVES TO BE RESILIENT SEAT, EPOXY COATED INSIDE AND OUT
UNEXCAVATED
A EARTH
SECTION A-A
ASPHALT
A
HAND BACKFILL
IN 3" LAYERS
AND TAMP
OPERATING NUT
BACKFILL IN 6"
LAYERS AND
TAMP
2" SQUARE
OPEN RIGHT
BACKFILL METHOD
DEPENDING ON
LOCATION
11
2" & 2" METER SETTING (PLAN VIEW)
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
GROUT BASE TO BARREL
SECTION ON INSIDE
PRE-FORMED PLASTIC GASKET
CAST-IN-PLACE CONCRETE BASE
16 IN. MAX.
FINISHED GRADE
30 IN. MIN.
48 IN. MAX.
VARIABLE
28 IN. MAX.
24 IN.
SEE TABLE
6 IN.
12 IN.
SLOPE
1 IN./FT.
18 IN.
MAX.
MANHOLE RUNGS
12 IN. O.C.
8 IN. MIN
STANDARD MANHOLE
WW-3
101 STANDARD MANHOLE 102 SERVICE WYE DETAIL
103 SANITARY SEWER CLEAN OUT
PLAN VIEW
CROSS VIEW
45 ELBOW
SERVICE WYE
8 IN. PVC SEWER PIPE
COMPACTED GRANULAR MATERIAL
AIR-TIGHT PLUG WITH
4 IN. X 4 IN. MARKER
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
LEAN CONCRETE
PVC SEWER PIPE
NOTE: WYE CONNECTION NOT
ALLOWED ON VCP
LEAN CONCRETE
o
20 MIN. o
45 MAX. o
TRENCH
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
4 IN. X 4 IN.
MARKER
AIR-TIGHT PLUG
SERVICE WYE DETAIL
WW-9
104 TYPICAL POINT OF CONNECTION
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS
THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE
BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO
THE WATTLE.
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO
PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY
AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES
SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND
ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE
PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR
GLASS FORMATION (FRONT TO BACK OF WATTLE "A",
ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND
BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS
SUFFICIENTLY SNUG TO THE WATTLE.
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
WEIGHTED WATTLE
LIP OF GUTTER
SIDEWALK EXISTING OR
PROPOSED INLET
TOP BACK CURB
FLOW LINE
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
LIP OF GUTTER
WEIGHTED WATTLE
AT 45 DEG. TO CURB
SIDEWALK
TOP BACK CURB
FLOW LINE
SIDEWALK
TOP BACK CURB
FLOW LINE
W4 NOTES:
1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS.
2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP.
LIP OF GUTTER
WEIGHTED WATTLE
W1 & W2 INSTALLATION NOTES:
1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE.
2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.
4. NOT FOR USE IN CONCENTRATED FLOW AREAS.
5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES.
6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT
PONDING AT THE MID SECTION.
8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS.
9. SPACING - DOWNSLOPE:
VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN
FACTORS. A GOOD RULE OF THUMB IS:
1:1 SLOPES = 10 FEET APART
2:1 SLOPES = 20 FEET APART
3:1 SLOPES = 30 FEET APART
4:1 SLOPES = 40 FEET APART, ETC.
HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER;
FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS
ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST.
10. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A
STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT
LOAMY SOIL USE A 24" STAKE.
4"-6" ABOVE WATTLE AFTER BAILING WIRE
OR NYLON ROPE IS ATTACHED. STAKES
NEED TO BE TAMPED UNTIL WIRE/ROPE IS
SNUG WITH WATTLE.
W3 NOTE:
IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A
BMP SHOULD BE USED TO PREVENT SEDIMENT FROM
ENTERING THE INLET
1"x 1" WOOD STAKES
18"-24"
THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT
ACCUMULATED BEHIND WATTLE AS NECESSARY.
SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE.
WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY.
WATTLE MAINTENANCE NOTES:
1.
2.
3.
ENDS SHALL ABUT TIGHTLY
TO BACK OF CURB
END SHALL ABUT TIGHTLY
TO BACK OF CURB
ENDS OF ADJACENT WATTLES
SHALL BE TIGHTLY ABUTTED
TO PREVENT SEDIMENT BYPASS
4' MAX.
SEDIMENT
DEPOSITION ZONE
W2 NOTE:
ONLY WATTLES MADE WITH COCONUT
FIBERS SHALL BE USED WHEN
INSTALLATION COMES IN CONTACT WITH A
WATER BODY.
SIDEWALK CULVERT/CHASE/PAN
W3, W4 & W5 NOTES:
1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED
CORE.
2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S
SPECIFICATIONS.
3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON
WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND
SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP.
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
SEDIMENT
DEPOSITION ZONE
TUBULAR
MARKER
EXISTING OR
PROPOSED INLET
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE.
A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT.
VEHICLE TRACKING CONTROL (VTC) PADS SHALL CONSIST OF HARD, DENSE, DURABLE ROCK, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE
SHALL NOT BE USED, i.e., RIVER ROCK AND COBBLES. THE ROCK SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE ROCK SHALL HAVE A SPECIFIC
GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION. NOTE: OTHER MATERIALS, i.e., ROADBASE, MUD MATS, ETC., MAY BE USED IN
PLACE OF ROCK UPON WRITTEN APPROVAL OF THE CITY INSPECTOR.
ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR.
INSTALLATION NOTES:
1.
2.
3.
4.
CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL
LOADS AND CAUSE LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF
THE PAD IS DIMINISHED, CONTRACTOR SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS
NECESSARY TO RESTORE EFFECTIVENESS.
SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING
DAY.
VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR
OTHERWISE STABILIZED.
MAINTENANCE NOTES:
1.
2.
3.
3" - 6" ROCK
CONSTRUCTION FENCE, TYP., TO DISCOURAGE
VEHICLE ACCESS EXCEPT AT VTC
SIGN "CONSTRUCTION ENTRANCE"
R=5'
PAVED SURFACE
20' MIN.
3" - 6" ROCK
NO MATERIALS INCLUDING 2x4'S, PIPES,
DIRT, GRAVEL OR ASPHALT, SHALL BE
PLACED IN GUTTER TO FACILITATE
MOUNTING CURB; HOWEVER, CURB MAY BE
CUT DOWN TO A HEIGHT OF 2" OR HIGHER
FOR EASIER ACCESS AND REPLACED AT
PROJECT COMPLETION. OTHER ACCESS
DEVICES MAY BE USED AS ACCEPTED BY
THE CITY.
CURB CUT
50' MIN.
2" MIN. 6" MIN.
6" MIN.
ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD
AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY
INSPECTOR.
IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE
CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING
A WASHWATER SEDIMENT TRAP.
5.
6.
IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY.
ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE.
ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES.
4.
5.
COMPACTED BACKFILL
FLOW
SILT FENCE FABRIC (ASTM D6461) ANCHORED IN
TRENCH AND ATTACHED TO POST.
24" MIN
6' MAX
FLOW
TRENCH AND ATTACHED TO POST.
4"x4" TRENCH
SILT FENCE FABRIC (ASTM D6461) ANCHORED IN
18" MIN
24" MIN
42" MIN
POSTS
JOIN FIRST
ROTATE SECOND
POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
POST SHALL BE JOINED AS SHOWN, THEN HAS BEEN EXAGGERATED.
527$7(',1',5(&7,216+2:1$1'
DRIVEN INTO THE GROUND.
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND
UPSLOPE FROM THE BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE
INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING.
COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR
TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING
ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
INSTALLATION NOTES:
1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM
EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM
SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS
COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE
SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
MAINTENANCE NOTES:
1.
2.
3.
4" MIN.
4" MIN.
1
1
2" x 1
1
2" WOODEN FENCE POSTS
COMPACTED BACKFILL
ROCK SOCK SECTION ROCK SOCK PLAN
ROCK SOCK JOINTING
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
504 ROCK SOCK
WD
501 VEHICLE TRACKING CONTROL PAD 502 CONCRETE WASHOUT AREA
VTC CWA
503 SILT FENCE
SF
SF
RS
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SEE LANDSCAPE PLANS
FOR SURFACE MATERIAL
MULCH
MULCH
KKP - DRAKE, LLC
RIGDEN FARM, FILING 8
KKP - DRAKE, LLC
RIGDEN FARM, FILING 8
RIGDEN FARM, LLC
FILING 16
RIGDEN FARM, LLC
FILING 13
BROOKLYN PARK ROW HOUSES
HEARN PROPERTIES LLC
SEVEN OAKS ACADEMY OF
LOVELAND, INC.
RIGDEN FARM, FILING 1
SF
WD
WRAP GRATE W/
FILTER FABRIC
RS
RS
LINE DRYWELL W/
FILTER FABRIC.
REMOVE W/ STABILIZATION
AT CLOSE OF PERMIT.
IP
IP IP
RS
MULCH
MULCH MULCH
WRAP GRATE W/
FILTER FABRIC
IP
WRAP GRATE W/
FILTER FABRIC
WRAP GRATE W/
FILTER FABRIC
WRAP GRATE W/
FILTER FABRIC
WRAP GRATE W/
FILTER FABRIC
WD
WRAP GRATE W/
FILTER FABRIC
IP WRAP GRATE W/
FILTER FABRIC
WRAP GRATE W/
FILTER FABRIC
WRAP GRATE W/
FILTER FABRIC
WRAP GRATE W/
FILTER FABRIC
WRAP GRATE W/
FILTER FABRIC
IP
WD
TYPE III BARRICADE
CONTRACTOR **MUST**
PREVENT **ALL** TRACKING
OF SEDIMENT AND DEBRIS ONTO
PERVIOUS PAVEMENTS
CONTRACTOR **MUST**
PREVENT **ALL** TRACKING
OF SEDIMENT AND DEBRIS ONTO
PERVIOUS PAVEMENTS
WD
WD
RS
WD
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
NORTH
EROSION CONTROL NOTES:
BENCHMARK/BASIS OF BEARING
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY.
FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY
THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
FIELD SURVEY BY:
GENERAL NOTES:
Northern Engineering Services, Inc
NE Project No. 374-012
Date: NOVEMBER, 2013
EC1
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
LEGEND:
TEMPORARY BMP'S
SF
KEYMAP
ILLINOIS DRIVE
LIMON DRIVE
CUSTER DRIVE
IOWA DRIVE
WD
VTC
SF
IP
RS
CWA
CIP
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: RIGDEN FARM - 14TH FILING
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
DR1
NORTH
KEYMAP
ILLINOIS DRIVE
LIMON DRIVE
CUSTER DRIVE
IOWA DRIVE
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROPERTY BOUNDARY
EXISTING STORM SEWER
NOTES:
FLOW PATH
DRAINAGE BASIN BUBBLE
A
DESIGN POINT A
BASIN BOUNDARY
PROPOSED STORM SEWER
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C100
2-yr
Tc
(min)
100-yr
Tc
(min)
Q2
(cfs)
Q100
(cfs)
1 A-1 0.11 0.76 0.94 5.0 5.0 0.23 1.02
2 B-1 0.37 0.89 1.00 5.0 5.0 0.95 3.71
3 B-2 0.12 0.88 1.00 5.0 5.0 0.31 1.23
4 B-3 0.16 0.85 1.00 5.0 5.0 0.39 1.61
5 B-4 0.77 0.72 0.90 6.0 5.0 1.53 6.89
6 B-5 0.39 0.94 1.00 5.0 5.0 1.05 3.88
7 B-6 0.23 0.95 1.00 5.0 5.0 0.63 2.34
8 B-7 0.42 0.62 0.78 12.4 8.4 0.53 2.71
9 B-8 0.30 0.83 1.00 6.2 5.0 0.67 3.00
10 B-9 0.06 0.77 0.96 5.0 5.0 0.13 0.58
11 B-10 0.11 0.74 0.92 5.0 5.0 0.23 1.01
12 B-11 0.08 0.66 0.82 5.0 5.0 0.14 0.62
13 B-12 0.42 0.65 0.81 6.5 5.0 0.72 3.34
14 C-1 0.54 0.63 0.79 14.5 10.9 0.65 3.24
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
8" SS 8" SS
8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
SS
8" SS
G
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W 8" W
8" W 8" W
W W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
W
W
W
W
W
8" SS
W W
W W
(72' PUBLIC ROW)
LIMON DRIVE
IOWA DRIVE
(69' PUBLIC ROW)
CUSTER DRIVE
(86' PUBLIC ROW)
ILLINOIS DRIVE
(100' PUBLIC ROW)
BLDG 2
BLDG 3
BLDG 4
BLDG 5 BLDG 6
GAR 1
BLDG 7
GAR 2
GAR 3
GAR 4
BLDG 1
6'
3'
3'
2'
2'
4'
KKP - DRAKE, LLC
RIGDEN FARM, FILING 8
KKP - DRAKE, LLC
RIGDEN FARM, FILING 8
RIGDEN FARM, LLC
FILING 16
RIGDEN FARM, LLC
FILING 10
RIGDEN FARM, LLC
FILING 13 BROOKLYN PARK ROW HOUSES
HEARN PROPERTIES LLC
BROOKLYN PARK ROW HOUSES
HEARN PROPERTIES LLC
SEVEN OAKS ACADEMY OF
LOVELAND, INC.
RIGDEN FARM, FILING 1
4'
DRY WELL
3.71'
1' PAN
12'
1' PAN
STORM DRAIN B
SEE SHEET ST2
STORM DRAIN B1
SEE SHEET ST2
STORM DRAIN B2
SEE SHEET ST2
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2
SEE SHEET ST1
STORM DRAIN A2-1
SEE SHEET ST1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A10
SEE SHEET ST3
STORM DRAIN C
SEE SHEET ST3
STORM DRAIN C1
SEE SHEET ST3
DRY WELL
1' PAN
LEGEND:
W
G
T
CTV
S
W
SS
E
NOTES:
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
KEYMAP
ILLINOIS DRIVE
LIMON DRIVE
CUSTER DRIVE
IOWA DRIVE
NORTH
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
LD1
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS
8" SS
8" SS 8" SS
8" SS 8" SS
8" SS 8" SS
8" SS
8" SS
8" SS 8" SS
8" SS 8" SS
8" SS 8" SS
8" SS
8" SS 8" SS
8" SS
8" SS
8" SS 8" SS 8" SS 8" SS
8" SS
8" SS 8" SS 8" SS 8" SS
8" SS
8" SS
SS
SS
SS
8" SS 8" SS
G
8" W
8" W
8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
W
W W W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
W W
W W
W
W W
W
W W W
IOWA DRIVE
(69' PUBLIC ROW)
CUSTER DRIVE
(86' PUBLIC ROW)
ILLINOIS DRIVE
(100' PUBLIC ROW)
BLDG 2
BLDG 3
BLDG 6
BLDG 7
GAR 3
GAR 4
86 ROW
100 ROW
69 ROW
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2
SEE SHEET ST1
STORM DRAIN A2-1
SEE SHEET ST1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A10
SEE SHEET ST3
STORM DRAIN C
SEE SHEET ST3 STORM DRAIN C1
SEE SHEET ST3
LANDSCAPE DRAINS
SEE SHEET LD1
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
G2
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
NORTH
KEYMAP
ILLINOIS DRIVE
LIMON DRIVE
CUSTER DRIVE
IOWA DRIVE
LEGEND:
NOTES:
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
MATCHLINE-SEE SHEET G2
G1
G2
48
-
STORM DRAIN B
SEE SHEET ST2
STORM DRAIN B1
SEE SHEET ST2
STORM DRAIN B2
SEE SHEET ST2
STORM DRAIN C
SEE SHEET ST3 STORM DRAIN C1
SEE SHEET ST3
5'
WALK
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
G1
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
NORTH
KEYMAP
ILLINOIS DRIVE
LIMON DRIVE
CUSTER DRIVE
IOWA DRIVE
LEGEND:
NOTES:
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SECTION A
GRADING DETAIL
SEE GRADING DETAIL
MATCHLINE-SEE SHEET G2
G1
G2
ACCESS RAMP DETAIL
SEE ACCESS RAMP DETAIL
5,0
INV. IN 4924.37 (E)
INV. OUT 4924.37 (W)
44.39 LF
12" PVC
@ 0.40%
MH C1 w/SNOUT
STA 10+19.77
*5$7(5,0(/
SUMP 4921.17
INV. IN 4924.88 (SE)
INV. IN 4924.17 (E)
INV. OUT 4924.19 (W)
8.17 LF
24" PVC
@ 26.97%
CONTRACTOR TO
VERIFY LOCATION PRIOR
TO CONSTRUCTION
100-YR
HGL
CORE DRILL
TIE TO EXISTING
STORM DRAIN
INLET C4 w/SNOUT
STA 11+58.04
*5$7(5,0(/
SUMP 4921.73
INV. IN 4924.73 (E)
INV. IN 4926.64 (W)
INV. OUT 4925.23 (N)
DRYWELL C
STA 10+00.00
*5$7(5,0(/
SUMP 4919.07
INV. OUT 4924.07 (W)
19.77 LF
12" PVC
@ 0.50%
EXISTING
GROUND
PROPOSED
GRADE
4910
4915
4920
4925
4930
4935
4940
4945
4910
4915
4920
4925
4930
4935
4940
4945
9+00 10+00 11+00 11+50
MH C1 w/SNOUT
STA 10+19.77
*5$7(5,0(/
SUMP 4921.17
INV. IN 4924.88 (SE)
INV. IN 4924.17 (E)
INV. OUT 4924.19 (W)
19.77 LF
12" PVC
@ -0.50%
27.93 LF
12" PVC
@ 5.00%
INLET C1-2
STA 10+64.77
5,0
INV. OUT 4927.13 (N)
100-YR
HGL
%(1'&
STA 10+47.71
INV. IN 4926.28 (S)
INV. OUT 4926.28 (NW)
17.07 LF
12" PVC
@ 5.00%
DRYWELL C
STA 10+00.00
*5$7(5,0(/
SUMP 4919.07
INV. OUT 4924.07 (W)
4910
4915
4920
4925
4930
4935
4940
4945
4910
4915
4920
4925
4930
4935
4940
4945
11+00 10+00 9+50
INLET A10-1
STA 10+09.00
5,0
INV. OUT 4925.32 (E)
9.00 LF
8" PVC
@ 1.00%
TEE W/ C/O A10
STA 10+00.00
*5$7(
INV. IN 4925.03 (N)
INV. IN 4925.23 (W)
INV. OUT 4925.03 (S)
EXISTING
GROUND
PROPOSED
GRADE
100-YR
HGL
8" SS
8" SS 8" SS
8" SS 8" SS
8" W 8" W 8" W 8" W
RIGDEN FARM, LLC
FILING 13
IOWA DRIVE
(69' PUBLIC ROW)
BLDG 5 BLDG 6
IOWA DRIVE
EXISTING
STORM DRAIN
CONNECT TO
EXISTING 42" RCP
INSTALL SNOUT
AND SEDIMENTATION SUMP
IN MH C1
G
G
G G
E E
E E
CTV
CTV CTV CTV
CTV
E
E
E
E
E
8" SS 8" SS 8" SS
8" SS
BLDG 6
BLDG 7
GAR 3
GAR 4
PRIVATE ROOF AND
STORM DRAIN A
SEE SHEET ST1
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
ST3
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
KEYMAP
ILLINOIS DRIVE
LIMON DRIVE
CUSTER DRIVE
IOWA DRIVE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
PROFILE SCALE:
STORM DRAIN LINE C
NORTH
STORM DRAIN LINE C1 STORM DRAIN LINE A10
STORM C STORM C1
LEGEND:
NOTES:
W
G
T
E/T/C
ST
S
W
SS
E
W
STORM A10
NORTH
NORTH
PROFILE SCALE: PROFILE SCALE:
INV. IN 4924.26 (E)
INV. IN 4924.26 (N)
INV. OUT 4924.26 (W)
73.09 LF 8" PVC @ 0.50%
TEE W/ C/O B1
STA 10+87.19
*5$7(
INV. IN 4923.89 (E)
INV. IN 4923.89 (N)
INV. OUT 4923.89 (S)
87.17 LF 8" PVC @ 0.50%
EX-INLET 3-1
STA 10+00.03
INV. IN 4923.45 (N)
INV. OUT 4923.35 (S)
9.36 LF
8" PVC
@ 0.50%
TEE W/ C/O B5
STA 12+87.14
*5$7(
INV. IN 4924.90 (E)
INV. IN 4924.90 (W)
INV. OUT 4924.90 (S)
INLET B4
STA 12+60.14
)/(/
INV. IN 4924.76 (N)
INV. OUT 4924.76 (S)
27.00 LF
8" PVC
@ 0.50%
37.74 LF
8" PVC
@ 0.50%
%(1':&2%
STA 13+24.88
*5$7(
INV. IN 4925.09 (NE)
INV. OUT 4925.09 (W)
11.36 LF
8" PVC
@ 5.00%
INLET B7
STA 13+36.24
*5$7(
INV. OUT 4925.66 (SW)
CONTRACTOR TO
VERIFY LOCATION PRIOR
TO CONSTRUCTION
TIE INTO EXISTING
STORM DRAIN
100-YR
HGL
4910
4915
4920
4925
4930
4935
4940
4945
4910
4915
4920
4925
4930
4935
4940
4945
11+50 11+00 10+00 9+50
EXISTING
GROUND
PROPOSED
GRADE
TEE W/ C/O B1
STA 10+00.00
*5$7(
INV. IN 4923.89 (E)
INV. IN 4923.89 (N)
INV. OUT 4923.89 (S)
60.14 LF
8" PVC
@ 0.50%
INLET B1-1
STA 10+60.14
)/(/
INV. IN 4924.19 (N)
INV. OUT 4924.19 (S)
40.08 LF
8" PVC
@ 0.50%
%(1':&2%
STA 11+00.22
*5$7(
INV. IN 4924.39 (NW)
INV. OUT 4924.39 (S)
INLET B1-3
STA 11+24.08
*5$7(
INV. OUT 4925.58 (SE)
100-YR
HGL
4910
4915
4920
4925
4930
4935
4940
4945
4910
4915
4920
4925
4930
4935
4940
4945
11+50 11+00 10+00 9+50
81.17 LF 8" PVC @ 0.50%
INLET B2-1
STA 10+81.17
)/(/
INV. OUT 4924.67 (S)
TEE W/ C/O B2
STA 10+00.00
*5$7(
INV. IN 4924.26 (E)
INV. IN 4924.26 (N)
INV. OUT 4924.26 (W)
EXISTING
GROUND
PROPOSED
GRADE
100-YR
HGL
CTV
CTV CTV
CTV
8" SS
8" SS
8" SS
8" SS
8" W 8" W 8" W
8" W
8" W 8" W 8" W 8" W 8" W 8" W
W
W
(72' PUBLIC ROW)
LIMON DRIVE
BLDG 4
BLDG 5
GAR 1
GAR 2
BLDG 1
STORM DRAIN B
SEE THIS SHEET
CTV CTV CTV
CTV
8" SS
8" SS
8" SS 8" SS
8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W 8" W
(72' PUBLIC ROW)
LIMON DRIVE
BLDG 4
BLDG 5
GAR 1
GAR 2
BLDG 1
IOWA DRIVE
STORM DRAIN B
SEE THIS SHEET
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
ST2
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
NORTH
KEYMAP
ILLINOIS DRIVE
LIMON DRIVE
CUSTER DRIVE
IOWA DRIVE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
PROFILE SCALE:
STORM DRAIN LINE B
NORTH
STORM DRAIN LINE B1 STORM DRAIN LINE B2
STORM B1 STORM B2
LEGEND:
NOTES:
W
G
T
E/T/C
ST
S
W
SS
E
W
STORM B
NORTH
NORTH
PROFILE SCALE: PROFILE SCALE:
STORM DRAIN B1
SEE THIS SHEET
4940
4945
4910
4915
4920
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00
EX-MH 3
STA 10+00.02
5,0
INV. IN 4921.64 (W)
INV. IN 4921.71 (N)
INV. IN 4921.81 (S)
INV. OUT 4921.61 (E)
57.86 LF
15" PVC
@ 0.50%
MH A1
STA 10+57.88
5,0
INV. IN 4922.20 (S)
INV. OUT 4922.10 (N)
52.17 LF
15" PVC
@ 0.50%
TEE W/ C/O A2
STA 11+10.05
*5$7((/
INV. IN 4922.46 (S)
INV. IN 4922.46 (E)
INV. OUT 4922.46 (N)
61.40 LF
15" PVC
@ 0.50%
MH A3
STA 11+71.46
5,0
INV. IN 4922.87 (SW)
INV. OUT 4922.77 (N)
8.49 LF
15" PVC
@ 0.50%
%(1':&2$
STA 11+79.94
*5$7((/
INV. IN 4922.91 (S)
INV. OUT 4922.91 (NE)
98.26 LF 15" PVC @ 0.50%
TEE W/ C/O A5
& 15x8 RED.
STA 12+78.20
*5$7((/
INV. IN 4923.40 (E)
INV. IN 4923.40 (S)
INV. OUT 4923.40 (N)
40.00 LF
15" PVC
@ 5.67%
INLET A6 w/SNOUT ON 24" SIDE
STA 13+18.20
)/(/
SUMP 4921.42
INV. IN 4924.42 (SE)
INV. OUT 4925.67 (W)
45.94 LF
PERFORATED
24" PVC
@ 0.20%
DRY WELL A7
STA 13+64.14
5,0
SUMP 4918.8
INV. IN 4924.32 (SE)
INV. IN 4924.32 (NW)
46.70 LF
PERFORATED
24" PVC
@ 0.20%
INLET A8 w/SNOUT ON 24" SIDE
STA 14+10.72
)/(/
SUMP 4921.42
INV. IN 4924.42 (E)
INV. OUT 4924.42 (NW)
22.77 LF
8" PVC
@ 0.50%
CLEANOUT A9
STA 14+33.38
*5$7((/
INV. IN 4924.53 (N)
INV. OUT 4924.53 (W)
99.67 LF 8" PVC @ 0.50%
TEE W/ C/O A10
STA 15+33.04
*5$7((/
INV. IN 4925.03 (N)
INV. IN 4925.23 (W)
INV. OUT 4925.03 (S)
40.83 LF
8" PVC
@ 0.50%
CLEANOUT A11
STA 15+73.88
*5$7((/
INV. OUT 4925.23 (S)
EXISTING
GROUND
PROPOSED
GRADE
STA.=10+09.56
INV.= 4919.17
8" SANITARY
8" WATER
STA.=10+19.41
TOP=4925.36
18" MIN.
CONTRACTOR TO
VERIFY LOCATION PRIOR
TO CONSTRUCTION
AND ADJUST RIM
TO FINISHED GRADE
TIE INTO EXISTING
STORM DRAIN
100-YR
HGL
4910
4915
4920
4925
4930
4935
4940
4945
4910
4915
4920
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00
TEE W/ C/O A2
STA 10+00.00
*5$7((/
INV. IN 4922.46 (S)
INV. IN 4922.46 (E)
INV. OUT 4922.46 (N)
121.27 LF 12" PVC @ 0.50%
TEE W/ C/O A2-1
STA 11+21.27
*5$7((/
INV. IN 4923.07 (E)
INV. IN 4923.07 (S)
INV. OUT 4923.07 (W)
21.00 LF
12" PVC
@ 0.50%
INLET A2-1A
STA 11+42.27
)/(/
INV. OUT 4923.18 (N)
EXISTING
GROUND
PROPOSED
GRADE
18" MIN.
8" WATER
STA.=10+10.00
TOP=4925.71
8" WATER
STA.=11+33.55
TOP=4926.33
18" MIN.
100-YR
HGL
4910
4915
4920
4925
4930
4935
4940
4945
4910
4915
4920
4925
4930
4935
4940
4945
9+50 10+00 11+00
TEE W/ C/O A2-1
STA 10+00.00
*5$7((/
INV. IN 4923.07 (E)
INV. IN 4923.07 (S)
INV. OUT 4923.07 (W)
65.03 LF
8" PVC
@ 0.50%
C/O A2-2
STA 10+65.03
*5$7((/
INV. OUT 4923.40 (W)
EXISTING
GROUND
PROPOSED
GRADE
BLDG 2
BLDG 3
BLDG 6
BLDG 7
GAR 3
GAR 4
STORM DRAIN A
SEE THIS SHEET
8" SS 8" SS
8" W 8" W 8" W 8" W 8" W 8" W
BLDG 6
BLDG 7
GAR 3
GAR 4
IOWA DRIVE
STORM DRAIN A2
SEE THIS SHEET
STORM DRAIN C
SEE SHEET ST3
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
ST1
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
KEYMAP
ILLINOIS DRIVE
LIMON DRIVE
CUSTER DRIVE
IOWA DRIVE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
STORM A
PROFILE SCALE:
STORM DRAIN LINE A
NORTH
STORM DRAIN LINE A2 STORM DRAIN LINE A2-1
STORM A2
STORM A2-1
LEGEND:
NOTES:
W
G
T
E/T/C
ST
S
W
SS
E
W
NORTH NORTH
PROFILE SCALE: PROFILE SCALE:
8" SS 8" SS 8" SS 8" SS
8" SS
8" SS
8" SS 8" SS
8" SS 8" SS
8" SS 8" SS
8" SS
8" SS 8" SS
8" SS 8" SS
8" SS 8" SS
8" SS 8" SS
8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
SS
8" SS
G
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W 8" W
8" W 8" W
W W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
W
W
W
W
W
8" SS
W W
W W
KKP - DRAKE, LLC
RIGDEN FARM, FILING 8
KKP - DRAKE, LLC
RIGDEN FARM, FILING 8
RIGDEN FARM, LLC
FILING 16
RIGDEN FARM, LLC
FILING 10
RIGDEN FARM, LLC
FILING 13 BROOKLYN PARK ROW HOUSES
HEARN PROPERTIES LLC
BROOKLYN PARK ROW HOUSES
HEARN PROPERTIES LLC
SEVEN OAKS ACADEMY OF
LOVELAND, INC.
RIGDEN FARM, FILING 1
EXISTING 69' ROW
EXISTING 48' -
EXISTING 100' ROW
(;,67,1*
-
EXISTING 72' ROW
(;,67,1*
-
EXISTING 86' ROW
(;,67,1*
-
9' UTILITY EASEMENT
9' UTILITY
EASEMENT
ILLINOIS DRIVE
IOWA DRIVE
CUSTER DRIVE
LIMON DRIVE
CONNECT TO EX. 8" WATER
CUT IN 8" X 8" TEE
8" TAPPING SLEEVE
W/ TB & 2-8" GV (W, S)
N:117696.51
E:206337.06
8" X 6" TEE W/ TB,
6" GV (S).
N:117696.85
E:206269.87
%(1':7%
N:117694.69
E:206103.36
CONNECT TO EX.
8" WATER LINE STUB
N:117799.56
E:205982.64
8" X 6" TEE
W/ TB & 6" GV (E)
N:117754.27
E:206103.66
CONNECT TO EX.
8" SANTIARY STUB
N:117808.62
E:206003.36
TIE 6" SERVICE TO
EX. 8" SANITARY
N:117686.46
E:206348.59
SERVICE INV: 4913.36
SANITARY CLEAN OUT
%(1'
N:117686.72
E:206296.94
INV: 4914.39
CONNECT TO EX. 8" WATER
8" X 6" WET TAP W/ TB & 6" GV (W)
N:117997.32
E:206337.06
CONNECT TO EX. 8" WATER
8" X 6" WET TAP
W/ TB, 6" GV (E)
N:117657.68
E:205962.67
SANITARY CLEAN OUT
%(1'
N:117808.05
E:206116.77
INV: 4920.08
8" X 6" SWIVEL TEE
W/ TB, 8 GV (W),
& 6" GV (N)
N:117798.52
E:206077.72
EX. 8" SANITARY
SEWER
EX. 8" WATER LINE
EX. STORM DRAIN
EX. 12" WATER LINE
EX. 8" SANITARY
SEWER
EX. STORM DRAIN
EX. 8" WATER LINE
EX. 8" SANITARY SEWER
EX. STORM DRAIN
EX. 8" WATER LINE
EX. STORM DRAIN
EX. 8" WATER LINE
EX. 8" SANITARY SEWER
EX. STORM DRAIN
EX. STORM DRAIN
EX. STORM DRAIN
1 1/2" WATER SERVICE
6" FIRE
SERVICE
6" FIRE SERVICE
EX. 6" SANITARY
SERVICE
INV: 4916.83
2" WATER SERVICE
4" SANITARY SERVICE
6" FIRE SERVICE
1 1/2" WATER
SERVICE
6" SANITARY
SERVICE
2" WATER
SERVICE
6" SANITARY
SERVICE
4" FIRE
SERVICE
1 " WATER
SERVICE
6" FIRE SERVICE
2" WATER SERVICE
2" WATER SERVICE
6" FIRE SERVICE
6" SANITARY
SERVICE
6" SANITARY
SERVICE
EX. FIRE HYDRANT
EX. FIRE HYDRANT
EX. FIRE HYDRANT
EX. FIRE HYDRANT
PRIVATE ROOF AND
LANDSCAPE DRAIN SYSTEM
SEE SHEET LD1
PRIVATE ROOF AND
LANDSCAPE DRAIN SYSTEM
SEE SHEET LD1
38.74 LF 8" PVC
R=500.00'
38.74 LF 8" PVC
R=500.00'
%(1':7%
N:117798.23
E:206103.88
9' UTILITY
EASEMENT
PT
N:117694.26
E:206187.96
PRC
N:117695.57
E:206226.67
CONNECT TO EX. 8" WATER
8" X 6" WET TAP W/ TB & 6" GV (W)
N:117873.33
E:206336.95
8" X 6" TEE
W/ TB 6" GV (N)
N:117798.89
E:206044.23
8" X 4" TEE
W/ TB 4" GV (S)
N:117798.96
E:206038.00
PC
N:117696.88
E:206265.37
6" SANITARY SERVICE
BUS PAD
APPROACH
CURB CHASE
CURB CHASE
26.17 LF 8" PVC
1
:
61.08 LF 8" PVC
1
(
66.69 LF 8" PVC
1
:
42.46 LF 8" PVC
1
(
51.65 LF 6" PVC @ 2%
1
:
12.84 LF 6" PVC @ 2%
1
:
33.49 LF 8" PVC
1
:
84.60 LF 8" PVC
1
:
5.00 LF 8" PVC
1
:
6.23 LF 8" PVC
1
:
55.36 LF 8" PVC
1
:
STORM DRAIN B
SEE SHEET ST2
STORM DRAIN B1
SEE SHEET ST2
STORM DRAIN B2
SEE SHEET ST2
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2
SEE SHEET ST1
STORM DRAIN A2-1
SEE SHEET ST1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A10
SEE SHEET ST3
STORM DRAIN C
SEE SHEET ST3
STORM DRAIN C1
SEE SHEET ST3
STREET LIGHT
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
U1
LEGEND:
NOTES:
W
G
T
SS
Y
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
W
CONTROL
IRR
S
O
E
G
ALL PROPOSED STREETS ARE PRIVATE
NORTH
CTV
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
NORTH
CALL C BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
KEYMAP
ILLINOIS DRIVE
LIMON DRIVE
CUSTER DRIVE
IOWA DRIVE
LEGEND:
SU1
4'
5'
4'
5'
6'
4'
4'
5'
4'
4'
5'
8'
4'
INLET
P2
DRY WELL
CAPPED INLET
VAULT
INLET
4.0'
4'
4'
4.5'
8'
4'
INLET
P6
INLET
5'
INLET
RAISED CONCRETE
CROSSWALK
RAISED CONCRETE
CROSSWALK
P2
INLET
INLET
INLET
5'
DRY WELL W/
5' X 5' CONCRETE
COLLAR
(MATCH PAVER
SPACING)
INLET
INLET
RAISED MH W/
5' X 5' CONCRETE
COLLAR
(MATCH PAVER
SPACING)
3
T
T
T
GARAGE
APRON (TYP)
GARAGE
APRON (TYP.)
4
4
3 GARAGE
APRON (TYP.)
4
GARAGE
APRON (TYP.)
3
2
4
T
2
3
1
1
2' CURB CUT
1
1
1
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
LEGEND:
NOTES:
NORTH
CALL C BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
KEYMAP
ILLINOIS DRIVE
LIMON DRIVE
CUSTER DRIVE
IOWA DRIVE
PV1
1
4
2
3
PX
CURB AND GUTTER LEGEND:
T
1
4
2
2
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
LENGTH
56.52'
72.78'
48.98'
10.95'
0.50'
70.29'
18.92'
3.00'
91.92'
7.64'
2.71'
15.54'
167.00'
3.98'
8.67'
28.37'
6.17'
6.00'
0.19'
5.52'
3.09'
10.00'
0.19'
0.19'
19.47'
3.09'
12.00'
12.00'
93.91'
73.09'
BEARING
6
(
6
(
6
(
6
:
1
:
6
:
6
:
1
(
6
(
1
(
1
(
6
(
1
(
6
:
6
:
1
:
1
:
6
(
6
(
6
:
6
:
6
(
6
(
6
(
1
(
1
(
6
(
6
(
6
:
1
:
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
DELTA
RADIUS
5.00'
15.00'
2.00'
15.02'
2.00'
8.00'
2.00'
2.00'
2.00'
2.00'
8.00'
15.00'
2.00'
2.00'
2.00'
2.00'
2.00'
20.00'
2.00'
2.00'
20.00'
2.00'
14.87'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
20.00'
LENGTH
6.17'
28.62'
3.14'
23.56'
3.14'
12.27'
3.22'
3.14'
3.14'
3.22'
12.27'
16.07'
4.14'
6.28'
3.14'
3.14'
3.36'
29.19'
3.14'
3.14'
29.19'
3.36'
23.55'
3.14'
3.14'
3.14'
3.14'
3.14'
3.94'
23.43'
BEARING
6
(
1
(
1
(
6
(
6
:
1
:
1
(
6
(
1
(
6
(
6
:
1
:
1
(
1
(
1
:
6
:
1
:
6
:
6
(
6
:
6
(
1
(
6
(
1
(
1
(
1
(
6
(
6
(
6
(
1
(
CHORD
5.78'
24.47'
2.83'
21.22'
2.83'
11.10'
2.88'
2.83'
2.83'
2.88'
11.10'
15.31'
3.44'
4.00'
2.83'
2.83'
2.98'
26.67'
2.83'
2.83'
26.67'
2.98'
21.16'
2.83'
2.83'
2.83'
2.83'
2.83'
3.33'
22.11'
LINE TABLE
LINE
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L52
L53
L54
L55
L56
L57
L58
L59
L60
LENGTH
92.81'
0.19'
13.00'
13.00'
26.09'
5.82'
36.00'
3.41'
5.00'
1.00'
17.00'
50.00'
17.00'
36.00'
2.04'
24.00'
1.50'
8.44'
3.00'
6.17'
21.15'
12.00'
8.00'
73.62'
1.00'
17.00'
39.00'
17.00'
0.17'
70.51'
BEARING
1
(
6
(
6
:
6
:
1
:
6
:
1
(
6
(
1
:
6
(
6
(
1
(
1
:
1
(
1
(
1
:
6
:
6
:
6
:
1
:
1
(
6
(
6
(
6
:
6
(
6
(
6
:
1
:
6
:
6
:
CURVE TABLE
CURVE
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C55
C56
C57
C58
C59
C60
C61
C62
DELTA
RADIUS
20.00'
2.00'
2.00'
2.00'
2.00'
2.00'
15.00'
15.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
15.00'
2.00'
15.00'
2.00'
2.00'
LENGTH
23.43'
3.94'
3.14'
3.14'
3.45'
3.14'
23.58'
23.55'
3.14'
3.14'
3.14'
3.14'
3.14'
3.14'
3.14'
3.14'
3.14'
3.14'
3.14'
3.14'
3.14'
3.14'
3.14'
3.14'
17.20'
3.69'
23.57'
3.14'
3.14'
BEARING
1
:
6
:
6
:
6
(
1
(
1
:
6
(
6
:
6
:
6
(
6
:
6
(
6
:
1
:
6
:
1
:
1
(
1
:
1
(
6
(
6
(
1
(
1
:
6
:
1
(
6
(
6
:
1
:
1
:
CHORD
22.11'
3.33'
2.83'
2.83'
3.04'
2.83'
21.23'
21.21'
2.83'
2.83'
2.83'
2.83'
2.83'
2.83'
2.83'
2.83'
2.83'
2.83'
2.83'
2.83'
2.83'
2.83'
2.83'
2.83'
16.27'
3.19'
21.22'
2.83'
2.83'
LINE TABLE
LINE
L61
L62
L63
L64
L65
L66
L67
L68
L69
L70
L71
L72
L73
L74
L75
L76
L77
L78
L79
L80
L81
L82
L83
L84
L85
L86
L87
L88
L89
L90
LENGTH
5.52'
46.00'
17.89'
22.98'
17.00'
59.50'
17.00'
134.59'
145.32'
17.00'
59.50'
17.00'
23.01'
3.42'
6.31'
17.00'
88.00'
17.00'
20.08'
0.48'
15.70'
2.36'
2.36'
9.00'
5.35'
9.21'
119.92'
6.00'
167.00'
119.92'
BEARING
6
(
1
(
1
(
6
(
1
(
6
(
6
:
6
:
1
:
6
:
1
:
1
(
1
:
6
:
1
:
1
:
6
:
6
(
6
(
6
:
1
:
1
:
6
(
1
(
6
:
6
:
1
:
1
:
6
:
6
(
LINE TABLE
LINE
L91
L92
L93
L94
L95
L96
L97
L98
L99
L100
L101
L102
L103
L104
L105
L106
L107
L108
L109
L110
L111
L112
L113
L114
L115
LENGTH
24.31'
65.94'
64.84'
1.00'
31.00'
12.00'
1.00'
9.96'
122.43'
17.00'
59.00'
17.00'
8.00'
18.96'
12.00'
4.33'
3.31'
17.00'
104.00'
17.00'
10.00'
23.67'
0.17'
0.96'
0.92'
BEARING
1
(
1
(
6
(
6
(
1
(
1
(
1
:
1
:
1
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1
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1
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6
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6
(
1
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1
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6
(
1
(
6
:
6
(
1
:
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
NORTH
KEYMAP
ILLINOIS DRIVE
LIMON DRIVE
CUSTER DRIVE
IOWA DRIVE
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
HC2
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
LEGEND:
NOTES:
MATCHLINE-SEE SHEET HC1
HC2
HC1
38'
-
72' ROW
50'
-
48'
-
32' -
69' ROW
4' WALK
5' WALK
8.0'
19'
4' WALK
4' WALK
4' WALK
(TYP.)
"HC" SIGN
"HC" SIGN
MAILBOX KIOSK
BUILDING
ENVELOPE
LOT LINE
WHEEL STOP
(TYP.)
BIKE RACK (TYP.)
RAISED CROSSWALK
RAISED
CROSSWALK
24'
11.5' WALK
15'
19'
9'
4' WALK
BLDG ESMT.
EXCLUSION
BLDG ESMT.
EXCLUSION
BLDG ESMT.
EXCLUSION
BLDG ESMT.
EXCLUSION
BLDG ESMT.
EXCLUSION
9'
5'
GARAGE
APRON
(TYP.)
GARAGE
APRON
(TYP.)
GRADE
BREAK
(TYP.)
5'
GAR 4
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
NORTH
KEYMAP
ILLINOIS DRIVE
LIMON DRIVE
CUSTER DRIVE
IOWA DRIVE
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
HC1
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
LEGEND:
NOTES:
MATCHLINE-SEE SHEET HC2
HC1
HC2
8" SS 8" SS
8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
SS
8" SS
G
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W 8" W
8" W 8" W
W W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
W
W
W
W
W
8" SS
W W
W W
EX. 42" STORM DRAIN
EX. FIRE HYDRANT
EX 8" WATER LINE
EX. FIRE HYDRANT
EX. 100' ROW
50'
-
EX. 8" WATER LINE
EX. 8" SANITARY
SEWER
69' ROW
72' ROW
EX. 8" SANITARY
8" WATER LINE
EX. STORM DRAIN
EX. 8" SANITARY
5(029(
INSTALL MH PER PLAN
EX. 8" SANITARY
8" WATER LINE
EX. STORM DRAIN
EX. STORM DRAIN
EX. STORM DRAIN
EX. FIRE HYDRANT EX. FIRE HYDRANT
86' ROW
EX. FIRE HYDRANT
EX. FIRE HYDRANT
EX. 8" SANITARY
EX. 12" WATER
LINE
48' -
22'
-
30'
-
SAWCUT LINE
SAWCUT LINE
SAWCUT LINE SAWCUT LINE
5 56)
ASPHALT
25 LF C&G
5 56)
ASPHALT
5 56)
ASPHALT
15 LF C&G
KKP - DRAKE, LLC
RIGDEN FARM, FILING 8
KKP - DRAKE, LLC
RIGDEN FARM, FILING 8
RIGDEN FARM, LLC
FILING 16
RIGDEN FARM, LLC
FILING 10
RIGDEN FARM, LLC
FILING 13 BROOKLYN PARK ROW HOUSES
HEARN PROPERTIES LLC
BROOKLYN PARK ROW HOUSES
HEARN PROPERTIES LLC
SEVEN OAKS ACADEMY OF
LOVELAND, INC.
RIGDEN FARM, FILING 1
EX. CABLE
76' -
EX. 6" SANITARY
SERVICE
8' X 8' STORM VAULT
REMOVE GRATES (RAISE RIM TO GRADE)
& CAP VAULT W/
MIN. 8" THICK
PRECAST COVER
5 56)
ASPHALT
15 LF C&G
ADJUST RIM TO GRADE
LIMON DRIVE
(72' PUBLIC ROW)
CUSTER DRIVE
(86' PUBLIC ROW)
ILLINOIS DRIVE
(100' PUBLIC ROW)
(69' PUBLIC ROW)
IOWA DRIVE
KEYMAP
ILLINOIS DRIVE
LIMON DRIVE
CUSTER DRIVE
IOWA DRIVE
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
EX1
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
NOTES:
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
E
LEGEND:
G
T
SS
W
X
CONTROL
IRR
E
W
IRR
1
(
6
(
6
:
5
6
:
1
:
5
1
:
5
1
(
1
(
RIGDEN FARM 16TH
OWNER: WARREN FEDERAL CREDIT UNION
LOT 1 LOT 2
RIGDEN FARM 8TH SHOPS AT RIGDEN FARM
OWNER: KKP-DRAKE LLC
LOT 3
LOT 4
LOT 5
RIGDEN FARM 1ST
TRACT B
OWNER: WAAG LEROY E
TRACT B
OWNER: ACORN & OAKS
PARTNERS LLC
RIGDEN FARM 13TH
OWNER: LIMON-IOWA LLC
RIGDEN FARM 12TH
BROOKLYN PARK ROW HOUSES
OWNER: BROOKLYN PARK LLC
LIMON DRIVE
72' PUBLIC ROW
(PER RIGDEN FARM - NW ROADS)
CUSTER DRIVE
86' PUBLIC ROW
(PER RIGDEN FARM, FILING ONE)
ILLINOIS DRIVE
100' PUBLIC ROW
(PER RIGDEN FARM 8TH FILING
THE SHOPS AT RIGDEN FARM)
IOWA DRIVE
69' PUBLIC ROW
(PER RIGDEN FARM NW ROADS)
FND #4 REBAR W/YPC
"JR ENG PLS 37963"
'HOWD
R=15.00' L=23.60'
'LU 6
:
5
6
:
Chord= 21.24'
'HOWD
R=3.00' L=4.70'
'LU 1
:
5
1
:
Chord= 4.24'
'HOWD
R=15.00' L=23.54'
'LU 1
(
5
1
(
Chord= 21.20'
UTILITY, ACCESS AND
DRAINAGE EASEMENT
(SEE NOTES 4-6)
24' EMERGENCY
ACCESS EASEMENT
30' EMERGENCY
ACCESS EASEMENT
30' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
30' EMERGENCY
ACCESS EASEMENT
1
:
1
(
6
(
6
:
L2
6
(
43.51'
1
(
L1
6
:
L4
6
:
L5
1
(
1
(
6
(
6
:
1
:
6
(
1
(
1
:
6
:
6
(
6
:
1
:
1
(
1
:
1
(
6
(
6
:
6
(
6
:
L8
L7
L6
1
(
1
:
L9
6
(
6
:
1
:
1
(
L12
L13
L10
L11
1
:
6
:
L3
68.51' 48.90' 24.19'
24.00'
24.19' 87.07'
41.79'
25.00'
52.99'
80.48'
184.07'
3.34'
105.50'
26.50' 30.00' 31.76'
172.04'
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L35
L36
1
:
1
:
6
:
C
1
1
:
L38
6
:
1
:
C
3
1
(
C
4
6
(
6
(
L37
6
(
C
2
6
:
6
(
1
(
L39
'HOWD
R=15.00' L=23.58'
'LU 6
(
5
6
(
Chord= 21.23'
LOT 1
170,702 sq. ft.
3.919 ac.
LOT 2
6,944 sq. ft.
0.159 ac.
6
(
6
:
1
:
UTILITY, ACCESS AND
DRAINAGE EASEMENT
(SEE NOTES 4-6)
UTILITY, ACCESS AND
DRAINAGE EASEMENT
(SEE NOTES 4-6)
24.14'
68.51'
L42 L41 L40
BUILDING 3
EASEMENT
EXCLUSION
BUILDING 7
EASEMENT
EXCLUSION
BUILDING 6
EASEMENT
EXCLUSION
GARAGES 3-4
EASEMENT
EXCLUSION
BUILDING 1
EASEMENT
EXCLUSION
BUILDING 5
EASEMENT
EXCLUSION
BUILDING 4
EASEMENT
EXCLUSION
GARAGE 2
EASEMENT
EXCLUSION
GARAGE 1
EASEMENT
EXCLUSION
LINE TABLE
LINE
L1
L2
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L35
L36
L37
L38
L39
L40
L41
L42
LENGTH
24.19'
16.06'
9.05'
9.00'
9.00'
9.00'
9.00'
9.00'
9.00'
13.65'
13.65'
13.65'
13.65'
9.00'
8.99'
63.18'
27.50'
9.00'
9.00'
7.28'
5.21'
9.00'
12.99'
15.98'
31.49'
29.20'
8.00'
25.00'
8.00'
BEARING
1
:
6
:
1
(
1
(
1
(
1
(
1
(
1
(
6
(
6
(
6
(
6
(
6
(
6
(
6
:
6
:
1
:
6
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1
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1
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1
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1
:
6
(
1
(
6
(
1
(
Curve Table
CURVE
C1
C2
C3
C4
DELTA
RADIUS
20.00'
20.00'
20.00'
20.00'
LENGTH
31.42'
31.42'
31.42'
31.42'
BEARING
6
:
6
(
1
:
1
(
CHORD
28.28'
28.28'
28.28'
28.28'
NOTICE:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
200 South College Avenue, Suite 10 hereon.
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
2
NORTH
BOUNDARY LINE
CENTERLINE
EASEMENT LINE
EASEMENT LINE
FOUND CORNER AS DESCRIBED
RIGHT-OF-WAY
BEING A REPLAT OF RIGDEN FARM FOURTEENTH FILING, LOCATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 7 NORTH,
RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
BUILDING EASEMENT
TIE LINES
(R) RECORDED BEARING FROM
RIGDEN FARM FOURTEETH FILING
All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and
obligations of the Development, the Owner and/or subsequent Owners of all or portions of the Development site, many of which
obligations constitute promises and covenants that, along with the obligations under this Plat, run with the land. The said documents may
also be amended from time to time and may include, without limitation, the Development Agreement, Site And Landscape Covenants,
Final Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the office of the Clerk of the City and
should be closely examined by all persons interested in purchasing any portion of the Development site.
SURVEYOR'S STATEMENT
I, Gerald D. Gilliland, a Colorado Registered Professional Land Surveyor do hereby state that this Subdivision Plat was prepared from an
actual survey under my personal supervision, that the monumentation as indicated hereon were found or set as shown, and that the foregoing
plat is an accurate representation thereof, all this to the best of my knowledge, information and belief.
__________________________________
For and on Behalf of Northern Engineering
Gerald D. Gilliland
Colorado Registered Professional
Land Surveyor No. 14823
CERTIFICATE OF DEDICATION:
The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter ³&LW\´
for public use, forever, a permanent right-of-way
for street purposes and the ³(DVHPHQWV´ as laid out and designated on this Plat; provided, however, that (1) acceptance by the City of this dedication of
Easements does not impose upon the City a duty to maintain the Easements so dedicated, and (2) acceptance by the City of this dedication of streets
does not impose upon the City a duty to maintain streets so dedicated until such time as the provisions of the Maintenance Guarantee have been fully
satisfied. The streets dedicated on this Plat are the fee property of the City as provided in Section 31-23-107 C.R.S. The City's rights under the
Easements include the right to install, operate, access, maintain, repair, reconstruct, remove and replace within the Easements public improvements
consistent with the intended purpose of the Easements; the right to install, maintain and use gates in any fences that cross the Easements; the right to
mark the location of the Easements with suitable markers; and the right to permit other public utilities to exercise these same rights. Owner reserves the
right to use the Easements for purposes that do not interfere with the full enjoyment of the rights hereby granted. The City is responsible for
maintenance of its own improvements and for repairing any damage caused by its activities in the Easements, but by acceptance of this dedication, the
City does not accept the duty of maintenance of the Easements, or of improvements in the Easements that are not owned by the City. Owner will
maintain the surface of the Easements in a sanitary condition in compliance with any applicable weed, nuisance or other legal requirements.
Except as expressly permitted in an approved plan of development or other written agreement with the City, Owner will not install on the Easements, or
permit the installation on the Easements, of any building, structure, improvement, fence, retaining wall, sidewalk, tree or other landscaping (other than
usual and customary grasses and other ground cover). In the event such obstacles are installed in the Easements, the City has the right to require the
Owner to remove such obstacles from the Easements. If Owner does not remove such obstacles, the City may remove such obstacles without any
liability or obligation for repair and replacement thereof, and charge the Owner the City's costs for such removal. If the City chooses not to remove the
obstacles, the City will not be liable for any damage to the obstacles or any other property to which they are attached.
The rights granted to the City by this Plat inure to the benefit of the City's agents, licensees, permittees and assigns.
ATTORNEY'S CERTIFICATION
I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 2.2.3(C)(3)(a) through (e) inclusive of the
Land Use Code of the City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other entity are
duly authorized signatories under the laws of the State of Colorado. This Certification is based upon the records of the Clerk and Recorder
of Larimer County, Colorado as of the date of execution of the Plat and other information discovered by me through reasonable inquiry and
is limited as authorized by Section 2.2.3(C)(3)(f) of the Land Use Code.
Attorney:________________________________________
Address: ________________________________________
________________________________________
Registration No.:__________________________________
NOTICE
ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND
RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE
PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE
OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A
PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SHALL
HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH
PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO
ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES.
APPROVED AS TO FORM, CITY ENGINEER
By the City Engineer of the City of Fort Collins, Colorado this ______day of _____________ A.D., 20_____.
____________________________________________________
City Engineer
PLANNING APPROVAL
By the Director of Planning the City of Fort Collins, Colorado this _____ day of ___________ A.D., 20_____.
____________________________________________________
Director of Planning
OWNER:
BY: _________________________________
Name
STATE OF COLORADO )
)SS
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
______________________________, as _________________________ of _________________________________________.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
LIENHOLDER:
BY: _________________________________
STATE OF COLORADO )
)SS
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
______________________________, as _________________________ of _________________________________________.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all persons by these presents, that the undersigned owner(s) of the following described land:
Rigden Farm Fourteenth Filing, located in the Northwest Quarter of Section 29, Township 7 North, Range 68 West of the 6th P.M., City of Fort Collins,
County of Larimer, State of Colorado, contains 177,646 square feet or 4.078 acres.
For themselves and their successors in interest (collectively "Owner") have caused the above described land to be surveyed and subdivided into lots,
tracts and streets as shown on this Plat to be known as THE FLATS AT RIGDEN FARM (the "Development"), subject to all easements and
rights-of-way now of record or existing or indicated on this Plat. The rights and obligations of this Plat shall run with the land.
BEING A REPLAT OF RIGDEN FARM FOURTEENTH FILING, LOCATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 7 NORTH,
RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
1
NOTES:
%DVLVRI%HDULQJV$VVXPLQJWKH1RUWKOLQHRI5LJGHQ)DUP)RXUWHHQWK)LOLQJDVEHDULQJ6RXWK
(DVW UHFRUGHG1RUWK
East) and monumented as shown on drawing. Bearings for this plat are based from the City of Fort Collins Grounds Master Coordinate system.
2. All information regarding easements, rights-of-way or Title of Record, Northern Engineering relied upon Title Commitment Number
459-H0382416-HNE, prepared by Heritage Title Company, dated August 23, 2013.
3. The lineal unit of measurement for this plat is U. S. Survey Feet.
4. A blanket utility easement is hereby granted to the public over the property with exclusions as shown on the plat. Utility easements are
reserved for the installation, maintenance and replacement of all facilities serving the public. Unfranchised private utilities are hereby
restricted from use and enjoyment of this easement.
5. A blanket access easement is hereby granted to the public over the property with exclusions as shown on the plat. Access easements are for
the reasonable conveyance of public pedestrian and vehicular traffic through facilities commonly designed and constructed for such use.
Access easements are also hereby granted as emergency access easements as defined in Note 6.
6. Blanket drainage easements are hereby granted to the public over the property with exclusions as shown on the plat. Drainage easements are
reserved for the conveyance and detention storage of runoff by surface or storm sewer as designed within the Development master plans and
final improvement plans.
7. All easements from Rigden Farm Fourteenth Filing are vacated with the filing of this plat.
8. Permanent Transit Easement is for transportation, equipment, infrastructure and/or use, including public access.
VICINITY MAP
NORTH
SITE
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 preliminary Final Drainage and Erosion Control Report for by Northern Engineering Services, Inc., 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 Larimer County.
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:
City of Fort Collins benchmark 17-92
Located 300 feet south of the southwest corner of East Drake Rd. and TImberline Rd., in the top of an irrigation structure.
Elevation= 4935.51 NGVD 29 (UNADJUSTED)
City of Fort Collins benchmark 05-07
Located at the southwest corner of Rigden Parkway and Drake Rd. on southwest corner of a catch basin.
Elevation= 4923.77 NGVD 29 (UNADJUSTED)
PROJECT DATUM IS NGVD 29 HOWEVER CITY DATUM IS NAVD 1988.
(NAVD88 = NGVD UNADJUSTED+ 3.19' @ BM #1 AND BM #2)
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. Approved Variances are listed as follows:
a. N/A
b. N/A
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. All recommendations of the Final Drainage and Erosion Control Report for by Northern Engineering Services, Inc., shall be followed
and implemented.
3. 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.
4. Except as expressly permitted in a subsequent approved plan of development or other written agreement from the City, all active of
passive use by livestock, pets, horses and the like within Tract D shall be prohibited.
E. Utility Notes
1. All waterline and sanitary sewer construction shall conform to the Fort 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
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
N O R T H E RN
United States Infrastructure Corporation, LLC
5803 Lockheed Avenue
Loveland, Colorado 80538
(970) 622-9792
** 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,
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
BENCHMARK #1:
City of Fort Collins Benchmark 17-92
Located 300 feet south of the southwest corner of East Drake Rd. and TImberline Rd., in
the top of an irrigation structure.
Elevation= 4935.51 NGVD 29
BENCHMARK #2:
City of Fort Collins Benchmark 05-07
Located at the southwest corner of Rigden Parkway and
Drake Rd. on southwest corner of a catch basin.
Elevation= 4923.77 NGVD 29
PROJECT DATUM IS NGVD 29 HOWEVER CITY DATUM IS NAVD 1988.
(NAVD88 = NGVD UNADJUSTED+ 3.19' @ BM #1 AND BM #2)
Basis of Bearings
%DVLVRI%HDULQJVLV1RUWKOLQHRI5LJGHQ)DUP)RXUWHHQWK)LOLQJDVEHDULQJ6RXWK
East and monumented as shown on drawing (assumed bearing).
Northern Engineering Services, Inc
NE Project No. 374-012
Date: NOVEMBER, 2013
ORIGINAL FIELD SURVEY BY:
Earth Engineering Consultants
"PRELIMINARY SUBSURFACE EXPLORATION REPORT
RIGDEN FARM NORTHWEST"
EEC Project No. 1052053
Date: May 5, 2005
SUBSURFACE EXPLORATION BY:
PROJECT BENCHMARKS:
SHEET INDEX
CS1 COVER SHEET
CS2 GENERAL AND CONSTRUCTION NOTES
EX1 EXISTING CONDITIONS & DEMOLITION PLAN
GRADING PLAN
U1
G1-G2
OVERALL UTILITY PLAN
SUBDIVISION PLAT (FOR REFERENCE ONLY)
BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 7 NORTH,
RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
DR1 OVERALL DRAINAGE EXHIBIT
SS1 SANITARY LINE A PLAN AND PROFILES
D1-D3 UTILITY DETAILS
D4-D5 DRAINAGE DETAILS
D6-D7 SITE DETAILS
EC2-EC3 EROSION CONTROL DETAILS
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
CS1
HC1-HC2 HORIZONTAL CONTROL PLAN
PV1 PAVEMENT PLAN
LD1 LANDSCAPE DRAIN PLAN
SU1 SUBSURFACE PLAN
EC1 EROSION CONTROL PLAN
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
ST1 STORM DRAINS A, A2 & A2-1 PLAN AND PROFILES
ST2 STORM DRAINS B, B1 & B2 PLAN AND PROFILES
ST3 STORM DRAINS C, C1 & A10 PLAN AND PROFILES
SG1 SUBGRADE PLAN