HomeMy WebLinkAboutCOUNTRY CLUB RESERVE - PDP - PDP170008 - CORRESPONDENCE - OTHER WATER AND OR SANITATION DISTRICTS (3)East Larimer County Water District
232 South Link Lane, P.O. Box 2044 • Fort Collins, Colorado 80522
Phone (970) 493-2044 • Fax (970) 493-1801 • www.elcowater.org
S:\_Project_Files\Development\_Active Projects\Country Club Reserve\Docs\2107.03.15 PDP\PDP Review.doc
08 March 2017
Via Email: cmapes@fcgov.com
Clark Mapes
City of Ft. Collins
Planning and Zoning
P.O. Box 580
Ft. Collins, CO 80522-0580
RE: Project: Country Club Reserve
Title: PDP 170008 Country Club Reserve – Type II
Engineer Contact: Northern Engineering
The East Larimer County Water District (District) staff has reviewed material delivered to the
District for the proposed project referenced above and has provided initial, conceptual review
redlines (attached) and has the following additional comments:
1. Preliminary Utility Plans: The water lines shown on Utility Sheet OU1 (Overall
Utility Plan) are generally appropriate, see attached redlines for revisions. If the
project progresses past this planning stage, District staff will review its master
planning for this area and work with the developer’s engineer to finalize the
location, easements (if required) and size of new waterlines.
2. Plat: Easements for waterlines that are not located within a public right-of-way will
be required as redlined on the attached plat drawing. The property owner (or their
representative) should contact the District regarding the easements and to obtain
a copy of the standard District easement template.
3. Landscape Plans: Future landscape plans should show water services as they
enter the lots. Trees proposed within the development must be placed a minimum
10-ft from any water service or waterline.
4. Water Rights: The District encourages the developer to contact the District
General Manager to begin discussions on raw water dedication for the project.
5. Plan Review Fees: Plan review fees will be assessed upon receipt of the next
level of design review drawings.
Any written agreements required to complete water line connections to the property must be
completed prior to final acceptance (signing) of the project construction drawings.
The District administers design and construction standards for its water distribution system.
The developer’s engineer should contact the District early in the project design process to
obtain this information and coordinate the project design with the existing District facilities
and standards.
Country Club Reserve
PDP 170008
March 8, 2017
S:\_Project_Files\Development\_Active Projects\Country Club Reserve\Docs\2107.03.15 PDP\PDP Review.doc
Sincerely,
Randy Siddens, P.E.
District Engineer
EC: Mike Scheid (ELCO)
Jack Warner (ELCO)
Attachments: Project Comment Sheet
Utility Plans – Redlined Sheets
Plat – Redlined Sheet
LOCAL RESIDENTIAL
(53' ROW)
\A1;53' ROW
7' PARKING
7' PARKING
9'
UTILITY
ESMT.
9'
UTILITY
ESMT.
16' TRAVEL
2-LANE ARTERIAL STREET
(78' ROW)
\A1;78' ROW
15'
UTILITY
ESMT.
\A1;48' \A1;EOP-16' EOP-{\Fsimplex|c186;}
12' CENTER
EX 12' TRAVEL
EX ~5' BIKE LN.
8' BIKE LN.
STREET A EAST DOUGLAS ROAD
STREET B
STREET C
STREET D
STREET E
12' TRAVEL
2-LANE ARTERIAL STREET
(72' ROW)
\A1;72' ROW
15'
UTILITY
ESMT.
\A1;50' EOP-\A1;{\24' Fsimplex|EOP-c186;}
12' TURN LANE
8' BIKE LN.
TURNBERRY ROAD
12' TRAVEL
12' TRAVEL
6' BIKE LN.
\A1;30' HALF ROW \A1;48' HALF ROW \A1;30' HALF ROW \A1;42' HALF ROW
No. Revisions:
By: Date:
REVIEWED BY:
B. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/14/16
PROJECT:
1324-001
Sheet
of 39
COUNTRY CLUB RESERVE
These drawings are
instruments of service
provided by Northern
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
Reviewed By:____________________________ __________
General Manager Date
Review does not constitute “approval” of plans. Plan Engineer
is responsible for accuracy and completeness of design.
.
No. Revisions:
By: Date:
REVIEWED BY:
B. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/14/16
PROJECT:
1324-001
Sheet
of 39
COUNTRY CLUB RESERVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
12/14/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CS3
CONSTRUCTION NOTES
GENERAL AND D. Weber
D. Weber
NTS
3
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
W W W W
W W
W
W
W W
W W W
W
W W W
W W W
W
W W W W
W W W
W W
W
W
W W
W W W
W W W
W W
W W
W
W
V.V.P. P.
V.P.
A.R.V.
GAS
GAS
X
X
V.P. V.P.
X X X X X X X
G G G G
G G
G G
G G
G G G
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 E
E
E
E E
E E
E E
E
E
E
B M
V.P.
W W W
W W W W
W W
W W W
W
W
X X X X
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
WV
WVWV
WV
WV
WV
X
X
X X
X
X
X X
X
X
X
X X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SD SD SD SD SD SD
SD SD
SD
SD
SD
SD
SD
SD SD
SD SD SD
SD
SD
SD
SD SD SD
SD SD
SD SD
SD SD SD
SD SD
SD SD SD SD SD SD SD
SD SD SD SD
SD
SD SD
SD SD
UD UD
UD
V.P.
W W W
W
W
W
W
W W
W
W W
W W W
W
W W
W
W W
W
W W
W W
W W
W
W
W W
W W
W W
W
W
V
.P.
V.P.
A.R.V.
GAS
GAS
V.P. V.P.
X X
X X X X
G G G
G
G G
G
G G
G
G 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 E
E
E
E
E
E
E E
E
E
E
E
E E
E E
E
E
E
WV
WVWV
WV
WV
WV
X
X
X
X
X
V.P.
WV
H
Y
D
WV
WV
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
G
W
X
X
M
X
X
X
X
F
E
S
M M
F
E
S
F
E
S
M
M
X
TELE
F.O.
TELE
F
E
S
F
E
S
M
GAS
VAULT
CABLE
H
Y
D
T
T
V.P.
GAS
V.P.
M
B
F
P
X
X
F
E
S
M
F
E
S
TELE
X
F
E
S
M
F
E
S
X
X
X
X
X
W
S
O
X
X
V.P.
VAULT
CABLE
BOX
CABLE
M
M
H2O
X
V.GAS P.
GAS
10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W W
OHE
OHE OHE
OHE
OHE
OHE OHE OHE
OHE
OHE OHE
OHE OHE
OHE OHE
B
B
B
B
B
B
B
B
ST
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
STORM DRAIN F
STORM DRAIN C
STORM DRAIN B
STORM DRAIN A
STORM DRAIN D
SUBDRAIN LINE A
SUBDRAIN LINE A
CONNECT TO EXISTING
8" WATERLINE
PROPOSED 15"
OFFSITE SANITARY
SEWER SEE SHEET SS1
BEGIN SINGLE
TRENCH WITH
SANITARY SEWER
AND SUBDRAIN
TURNBERRY ROAD
STREET A
STREET B
STREET C
STREET E
E. DOUGLAS ROAD
STREET A
STREET D
STREET E
STREET B
8" SEWER
8" WATER
8" WATER
8" WATER
8" WATER
8" WATER
8" WATER
8" WATER
8" WATER
8" SEWER
8" SEWER
8" SEWER
8" SEWER
8" SEWER
8" SEWER
8" SEWER
8" SEWER
15" SEWER
CONNECT TO EXISTING
10" WATERLINE
CONNECT TO EXISTING
10" WATERLINE
OUTLET STRUCTURE
OUTLET STRUCTURE
OUTLET STRUCTURE
UNDERDRAIN FOR RAIN GARDEN
OU1
UTILITY PLAN
OVERALL D. Weber
D. Weber
1"=120'
13
NORTH
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
( IN FEET )
1 inch = ft.
120 0 120 Feet
120
240 360
No. Revisions:
By: Date:
REVIEWED BY:
B. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/14/16
PROJECT:
1324-001
Sheet
of 39
COUNTRY CLUB RESERVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
12/14/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
NTS
DOUGLAS RD
TURNBERRY RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT / / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
V.P.
W
S
O
W
S
O
W
S
O
W
S
O
X
X
X
X
X
X
X
X
X
X
X
M
GAS
F
E
S
F
E
S
TELE
X
X
F
E
S
M
F
E
S
X
X
X
X
X X
X
X
X
W
S
O
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
V.P.
VAULT
CABLE
BOX
CABLE
H2O
X
V.GAS P.
GAS
10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" 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 W
OHE OHE
OHE OHE OHE OHE
OHE OHE OHE OHE
OHE OHE OHE OHE
OHE OHE OHE OHE
OHE OHE OHE OHE
OHE OHE OHE OHE
OHE
OHE OHE OHE
OHE OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE
OHE OHE OHE OHE
OHE OHE OHE
ST ST ST ST ST ST ST ST
/ / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/
/
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / /
/ / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
PUMP HOUSE
TO REMAIN
GAS LINE
TO REMAIN
WATERLINE
TO REMAIN
ELECTRIC LINE
TO REMAIN
ELECTRIC TRANSFORMER
BOX TO REMAIN
PUMP HOUSE
TO REMAIN
VERTICAL PIPE
TO REMAIN
PUMP HOUSE
TO REMAIN
± 345 L.F. OF FENCE
TO BE REMOVED
± 1,962 L.F. OF OVERHEAD
ELECTRIC LINE
TO BE BURIED
± 1,322 L.F. OF FENCE
TO BE REMOVED
± 565 L.F. OF FENCE
TO BE REMOVED
± 783 L.F.OF FENCE
TO BE REMOVED
± 690 L.F. OF FENCE
TO BE REMOVED
± 925 S.F. OF WETLAND
TO BE RELOCATED
TO WETLAND TO THE WEST
± 42,003 S.F. OF
WETLANDS TO
REMAIN
DROP BOX INLET
INV. IN= 5062.84 (W)
INV. OUT= 5058.62 (E)
EXISTING 24" CMP
FL = 5063.37
TELEPHONE PEDESTAL
TO BE REMOVED
OVERHEAD ELECTRIC
POLE TO BE REMOVED
± 350 S.F. OF CONCRETE
TO BE REMOVED
TURNBERRY ROAD TURNBERRY ROAD
E. DOUGLAS ROAD
OPEN WATER POND
TO BE REMOVED
OUTFALL PIPE
EXTENDS TO BOTTOM
OF THE DITCH TO THE EAST
BENCHMARK 92-14
N:150095.01
E:205460.88
CP "DAY"
N:149746.84
E:204141.24
NE CORNER S30-T8N-R68W
N:150052.51
E:205416.94
"STOP" SIGN
TO BE RELOCATED
"STOP" SIGN
"RIGHT LANE BIKES ONLY" SIGN
/ / / / / / / / / / / / /
EXISTING 18" CMP
CULVERT TO BE
REMOVED
EXISTING 12" CMP
CULVERT TO BE REMOVED
/ / / / / / / / / / / / / /
FORT COLLINS
CITY BOUNDARY
EXISTING
60' ROW
EXISTING
60' ROW
EX2
AND DEMOLITION PLANS
EXISTING CONDITIONS D. Weber
D. Weber
1"=80'
5
NORTH
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 80 FEET
80 80 160 240
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
No. Revisions:
By: Date:
REVIEWED BY:
B. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/14/16
PROJECT:
1324-001
Sheet
of 39
COUNTRY CLUB RESERVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
12/14/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
NTS
DOUGLAS RD
TURNBERRY RD
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION,
REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF
FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT
WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL
ROAD AND CAN BE REACHED AT (970) 482-1249.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
ORIGINAL FIELD SURVEY BY:
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 103-005
DATE: JULY 11, 2006
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H Y
D
CONTROL
IRR
H2O
G
EXISTING TREES (TO BE REMOVED)
EARTH ENGINEERING CONSULTANTS, INC.
PRELIMINARY GEOTECHNICAL EXPLORATION - BOMA FARM DEVELOPMENT
EEC PROJECT NUMBER: 1062013
DATE: FEBRUARY 22, 2006
APPROXIMATE LIMITS OF CONCRETE/
ASPHALT REMOVAL
EX1 EX2
E
E E
E E E
E E E
E E
E E
E
X
X
X
X X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X X
WV
TELE
H
Y
D
WV
WV
X
X
X
X
X
X
X X X
X
X X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
F
E
S
F
E
S
M
X
X
X
X
X
X
X
F
E
S
M
M
F
E
S
F
E
S
M
M
X
X
TELE
F.O.
TELE
F
E
S
X
F
E
S
F
E
S
MM
WV
F
E
S
F
E
S
F
E
S
F
E
S
E
E
F
E
S
M
F
E
S
F
E
S
M
M
W
S
O
W
F
E
S
F
E
S
M M
X
GAS
F
E
S
X
X
E
E
F
E
S
X
X
X
F
E
S
M
10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W
OHE OHE OHE OHE
OHE OHE
OHE OHE OHE OHE OHE
OHE OHE OHE
OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE
OHE
OHE
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING UNDERGROUND
ELECTRIC LINE TO REMAIN
UNDERGROUND
WATER LINE TO REMAIN
EXISTING 10" WATERLINE
TO REMAIN
±1,067 L.F OF OVERHEAD
ELECTRIC LINE
TO BE BURIED
GAS VALVE
TO REMAIN
ELEVATED PIPES (2)
TO REMAIN
EXISTING CATTLE
GUARD TO REMAIN
EXISTING FENCE
TO REMAIN
ELECTRICAL BOX W/
METAL 2 RAIL FENCE TO REMAIN
ELECTRICAL BOX W/
METAL 2 RAIL FENCE TO REMAIN
WATERLINE
TO REMAIN
GAS LINE
TO REMAIN OIL RIG IN THE
MIDDLE OF THE
FENCE TO REMAIN
ELECTRIC LINE
TO REMAIN MSSU W/
METAL 2 RAIL
FENCE TO REMAIN
FENCE
TO REMAIN
MAILBOX
TO REMAIN
MAILBOX
TO REMAIN
TELEPHONE
PEDESTAL TO REMAIN
MAILBOXES
TO REMAIN
MAILBOX
TO REMAIN
MAILBOXES
TO REMAIN EXISTING FIRE HYDRANT
TO BE ADJUSTED
TO FINAL GRADE
TELEPHONE PEDESTAL
TO BE REMOVED
± 905 L.F. OF FENCE
TO BE REMOVED
± 1,157 L.F. OF FENCE
TO BE REMOVED
± 42,003 S.F. OF
WETLANDS TO
REMAIN
E. DOUGLAS ROAD
N 1/4 S30-T8N-R68W
N:150082.36
E:202773.42
CP "OIL"
N:149442.70
E:202963.65
EXISTING
60' ROW
EX1
AND DEMOLITION PLANS
EXISTING CONDITIONS D. Weber
D. Weber
1"=80'
4
NORTH
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 80 FEET
80 80 160 240
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
No. Revisions:
By: Date:
REVIEWED BY:
B. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/14/16
PROJECT:
1324-001
Sheet
of 39
COUNTRY CLUB RESERVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
12/14/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
NTS
DOUGLAS RD
TURNBERRY RD
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION,
REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF
FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT
WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL
ROAD AND CAN BE REACHED AT (970) 482-1249.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
ORIGINAL FIELD SURVEY BY:
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 103-005
DATE: JULY 11, 2006
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H Y
D
CONTROL
IRR
H2O
G
EXISTING TREES (TO BE REMOVED)
EARTH ENGINEERING CONSULTANTS, INC.
PRELIMINARY GEOTECHNICAL EXPLORATION - BOMA FARM DEVELOPMENT
EEC PROJECT NUMBER: 1062013
DATE: FEBRUARY 22, 2006
APPROXIMATE LIMITS OF CONCRETE/
ASPHALT REMOVAL
EX1 EX2
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT CONSTRUCTION NOTES
1. Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any
construction. Contractor shall also notify all affected utility companies prior to commencing construction. In the event of damage to any existing
utility, the contractor shall immediately notify the owner of the utility involved and unless authorized in writing by the owner of the subject utility, shall
not attempt to make repairs. The cost of repairs shall be the responsibility of the Contractor.
2. District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet detailing conditions of the
off-site Boxelder Owned Easement Conditions and any structures that could be affected, to the District and the property owner prior to the start of
any off-site work. These pictures shall include all existing fence, ditches, ditch structures, out buildings, water troughs, trees and all other
landscaping. Pictures are to be placed at no more than four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and
delivered with the drawings of record in a three (3) ring binder.
3. Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the
work is done.
4. Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association (OSHA) and the
Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply with any and all requirements and regulations as set forth by
City, County, State and Federal agencies having applicable authority.
5. Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48 hours in advance of
starting construction or testing to allow for scheduling.
6. Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is responsible for obtaining all
road permits which may be required.
7. Other Permits: The Contractor shall be responsible for obtaining all permits required for construction.
8. Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing accompanied by proposed
change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be accurately documented on the
Drawings of Record.
9. Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on the approved drawings. Pipe
15" and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18" and larger shall conform to ASTM F679. All fittings shall be
(PVC) unless otherwise noted.
10. Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line installation.
11. Bedding: All sewer main installation shall include bedding. Bedding shall be ¾" washed rock uniformly graded and compacted. Refer to force main
desgin for force main bedding requirements. Trench shall be excavated to a depth below established grade equal to ¼ of pipe diameter (min. 4").
Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded
washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in
such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30" initial lift above pipe before other than hand
compaction equipment is to be used. Note maximum trench width detail.
12. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall
not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway and residential areas and 90%
in all off-site easement areas unless otherwise noted. Compaction testing of bedding and back fill shall be at least five tests per 1,000 feet and at
varying depths and locations in accordance with the requirements of the applicable authority or as required in project specific specifications.
13. Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete.
14. Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any other public or privately owned
property is damaged or requires reconstruction due to the work, repairs or replacement will be made in accordance with the requirements of the
appropriate governing authority. Private property will be returned to its original condition or as close to original condition as reasonably possible,
unless otherwise noted on the drawings.
15. Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by District personnel or the District's
authorized contractor with no exception.
16. Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times. The District shall
inspect the construction as necessary and shall observe all line testing. The District shall have the authority to ascertain that all construction of
facilities is equal to or better than minimum construction requirements as set forth in
17. Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and Specifications and under the
District's supervision. Upon passing, copies of all passing test results including soils compaction in the area of sewer main construction shall be
provided to the District.
18. Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements, preliminary acceptance of new
sewer system improvements will occur in accordance with District's acceptance procedure.
19. Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of two years from date of
preliminary acceptance. During this warranty period the Developer shall promptly repair any defects in the work and maintain the work area. At the
close of the two-year warranty period the District will make a field inspection. Upon satisfactory correction of any deficiencies noted the District
would make final acceptance of the lines and work. The lines and the appurtenances shall then become the sole property and responsibility of
Boxelder Sanitation District.
20. Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be provided with acceptable
Drawings of Record of the complete system consisting of two sets of fill size reproduced prints, two sets of ½-size reproduced prints, one set of 6
mil double matted reproducible mylars and one complete digital file equivalent (software and version to be confirmed at time of delivery). Written
confirmation of the total cost of all sewer system improvements shall also be submitted with the Drawings of Record.
EAST LARIMER COUNTY WATER DISTRICT GENERAL NOTES FOR CONSTRUCTION
1. Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction.
Contractor shall also notify all affected utility companies prior to commencing construction. In event of damage to any existing utility Contractor shall
immediately notify owner of the utility involved and, unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs.
Cost of repairs shall be the responsibility of the Contractor.
2. Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the
work is done.
3. Safety: All water main installation within the ELCO Water District shall be subject to current OSHA and COSHA safety requirements. Contractor
shall also comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable
authority.
4. Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a mature height of over 3 feet
(3-ft)shall be placed within ten feet (10-ft) of any District waterline (distribution main, service line, meter, etc.). The District shall have the right to
remove any landscaping that violates this standard, at any time such landscaping is discovered, and shall not be required to replace the removed
landscaping.
5. Design Approval and Notice of Construction Start: No construction shall begin without prior design approval from ELCO. District shall be notified 48
hours in advance of starting construction or testing to allow for scheduling. District shall inspect the construction as necessary and shall observe all
line testing. Construction or testing shall conform to District Specifications at all times. In event that State or City road excavation permit(s) are
required Contractor shall notify District of proposed construction schedule well in advance to allow time for District to obtain the required permit(s).
6. Permits: Contractor is responsible for obtaining all County road permits which may be required.
7. Changes During Construction: No verbal authorization for field revision shall be given. All requests for such field revision shall be made in writing
accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be
accurately documented on As-Built drawings as detailed below in these Notes.
8. Materials of Construction:
a. Pipe - All water piping shall be Polyvinyl Chloride (PVC). All PVC piping through 12-inch shall be manufactured in accordance with AWWA
Standard C900, "Polyvinyl Chloride (PVC) Pressure Pipe, 4-inch through 12-inch, For Water Distribution", Class 150 (SDR 18). All PVC piping
14-inch through 24-inch shall be manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission Pipe,
Nominal Diameters 14-inch through 36", Class 200 (SDR 18). Pipe with a diameter greater than 24 inches shall be specified based on
engineered design. Pipe size shall be as shown on the approved plans. All non-metal water piping shall be installed with a twelve (12) gauge
braided copper wire, plastic coated, six hundred (600) volt taped to top of pipe and surfaced at each valve as a tracer wire. Pipe joints shall be
made using an integral bell with an elastomeric gasket push-on type joint or using machined couplings of a sleeve type with rubber ring gaskets
and machined pipe ends to form a push-on type joint. All materials installed shall be free of manufacturer defects. Any defective or damaged
materials noted on the construction site shall be so marked and removed from the site. All fittings shall be mechanical joint, ductile iron,
manufactured in accordance with AWWA Standard C153. Fittings shall be furnished with a cement-mortar lining of standard thickness class with
a 250 psi pressure rating. Under no circumstances shall any PVC piping be installed utilizing mechanical equipment to seat the joints.
b. Gate Valves - Gate valves shall conform to AWWA Standard C509-87 with mechanical joint, 2" open left operating nut and resilient seat. Valve
shall be Mueller A-2380-20 or approved equal.
c. Butterfly Valves - Butterfly valves shall conform to AWWA Standard C504-80 with mechanical joint, 2" open left operating nut, resilient seat and
shall be equipped with sand bonnet. Valve shall be Mueller or approved equal.
d. Fire Hydrant Assembly - Hydrant shall conform to AWWA Standard C502-85, 1" square open right operating nut, no American Darling units.
Mueller Super Centurion with epoxy coated shoe or American Flo Control Waterous Pacer WB-67-250X with epoxy coated shoe.
e. Fittings - All fittings shall be swing assemblies with anchor couplings.
9. Pipe Wrap: All fittings, valves, fire hydrant shoes and plugs shall be poly-wrapped with 8-mil thick polyethylene plastic wrap, double layered, and
ends securely taped prior to backfill.
10. Bedding: All water main installation shall include bedding. Bedding shall be 3/4" washed rock uniformly graded and compacted. Trench shall be
excavated to a depth below established grade equal to 1/4 of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event that
unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used for stabilization. Bedding material
shall be placed and compacted under and around sides of the pipe. Place bedding in such a manner as to provide solid, uniform bearing surface
for full length of barrel. Minimum 30" backfill above pipe before other than hand compaction equipment is to be used. Note maximum trench width
detail.
11. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall
be placed in lifts not greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway areas and 90% in all other
locations. Compaction testing of bedding and backfill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance
with the requirements of the applicable authority.
12. Thrust Blocks: All fittings, tees, plugs and fire hydrants shall be provided with anchor couplings and concrete thrust blocks in accordance with ELCO
Specifications.
13. Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only.
14. Asphalt Replacement: In event that asphalt pavement is involved that has been in place less than two years (according to City or County Engineer's
record) and is cut, the cut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a paving machine.
15. Pipe Cover: A minimum cover of 4-1/2 feet shall be maintained throughout the waterline and service line installation, particularly in areas of new
grading and drainage swales. Extra bury depth may be required to maintain minimum cover at drainage culvert crossings and/or fire hydrant runs.
Maximum allowable cover shall be 6 feet, unless specifically approved by the District.
16. Connection to Existing System: All connections to existing waterlines shall be completed at developer's expense by ELCO personnel or the
District's authorized contractor with no exception.
17. Inspection: ELCO shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements
as set forth in the District's Specifications. The District shall also have the authority to assign an inspector to check any and all work, including all
materials to be incorporated in the work, excavation, bedding, backfill, testing and all construction methods and practices.
18. Testing and Acceptance: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with District Specifications and
under the District's supervision. Upon passing chlorination testing, bacteriological testing will be completed by an accredited water quality control
laboratory. Copies of all passing test results, including soils compaction in the area of water main construction, shall be provided to the District.
19. Project As-Built and Record Drawing Requirements:
a. As-built drawings are prepared by the contractor. They confirm, in red ink, on-site changes to the original construction documents. The As-built
drawings shall be forwarded to project's design engineer for conversion to Record Drawings.
b. Record Drawings are prepared by the project's design engineer and reflect on-site changes the contractor noted in the as-built drawings. The
Record Drawings shall be approved by ELCO prior to Preliminary Acceptance of the project. Record Drawings are to be delivered to the District
in hard copy (11 x 17 format) and electronic format. Hard copy drawing text font size shall be large enough to be legible with font size approved
by the District. Electronic format shall be delivered in Adobe .pdf, AutoCAD and ArcView shape files (release version to be confirmed with
District at time of submittal). These documents shall accurately reflect any change made in the field which varies from the approved construction
plan and including, at a minimum, field dimensions and elevations, horizontal and vertical locations of underground utilities and appurtenances.
Include with the Record Drawings a complete copy of the recorded Filing Plat and a written confirmation of total costs of all water system
improvements involved.
20. Warranty: The Contractor shall warrant all work associated with the waterline installation including, but not limited to the materials, installation
workmanship and surface restoration for a period of two years from date of Preliminary Acceptance. During this warranty period the Contractor shall
repair any defects in the work and maintain the work area. At the close of the two year warranty period and upon satisfactory correction of any
deficiencies noted, the District shall accept the constructed lines and appurtenances as the sole property and responsibility of the ELCO.
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
12/14/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R I N G
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CS1
COVER SHEET
D. Weber
D. Weber
NTS
1
CONTACT INFORMATION
PROJECT TEAM:
GAS----------------- Xcel Energy---------------------------------------------------------(970) 225-7828
ELECTRIC-------- City of Fort Collins Light & Power-----------------------------(970) 224-6152
CABLE------------- Comcast-------------------------------------------------------------(970) 567-0245
TELECOM.--------CenturyLink---------------------------------------------------------(970) 490-7501
WATER------------ ELCO Water Distric-----------------------------------------------(970) 221-6700
WASTEWATER--Boxelder Sanitation District-------------------------------------(970) 221-6700
STORMWATER- City of Fort Collins Utilities--------------------------------------(970) 221-6700
FIBER OPTICS-- Colorado State University---------------------------------------(970) 491-0187
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.
DECEMBER 2016
SHEET INDEX
PRELIMINARY UTILITY PLANS FOR
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE 6TH
P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
COUNTRY CLUB RESERVE
PHONE NUMBER
Bud Curtiss, PE
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Erik Smith, PLS
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
*The underground utility locates provided by SiteWise, 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.
VICINITY MAP
NORTH 1"=2,000'
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 DATUM: NAVD88
BENCHMARK 92-14 AT THE NORTHEAST CORNER OF DOUGLAS ROAD AND
TURNBERRY ROAD, ON THE SOUTHWEST CORNER OF A BRIDGE OVER LARIMER
CANAL DITCH.
ELEVATION: 5075.10
BENCHMARK 92-15 AT DOUGLAS ROAD AND COUNTY ROAD 13, ON A LARIMER
COUNTY BRASS CAP, ON THE SOUTHWEST CORNER OF A BRIDGE OVER LARIMER
CANAL DITCH.
ELEVATION: 5123.89
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.17'
Northern Engineering Services, Inc.
Project No. 103-005
Date: July 11, 2006
ORIGINAL FIELD SURVEY BY:
Earth Engineering Consultants, Inc.
Preliminary Geotechnical Exploration - Boma Farm Development
Fort Collins, Colorado
EEC Project No. 1062013
Date: February 22, 2006
PROJECT BENCHMARKS:
E N G I N E E R I N G
N O R T H E RN
E N G I N E E R I N G
N O R T H E RN
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SITE ENGINEER
SURVEYOR
CS1 COVER SHEET
CS2-CS3 GENERAL AND CONSTRUCTION NOTES
EX1-EX2 EXISTING CONDITIONS AND DEMOLITION PLAN
OG1 OVERALL GRADING PLAN
G1-G6 GRADING PLAN
OU1 OVERALL UTILITY PLAN
U1-U6 UTILITY PLAN
SS1 OFFSITE SANITARY SEWER
R1-R2 STREET A PLAN AND PROFILE
R3-R4 STREET B PLAN AND PROFILE
R5 STREET C PLAN AND PROFILE
R6 STREET D PLAN AND PROFILE
R7-R8 STREET E PLAN AND PROFILE
R9-R11 EAST DOUGLAS ROAD PLAN AND PROFILE
R12-R13 TURNBERRY ROAD PLAN AND PROFILE
XS1-XS3 EAST DOUGLAS ROAD ROADWAY CROSS SECTIONS
XS4-XS5 TURNBERRY ROAD ROADWAY CROSS SECTIONS
DR1 DRAINAGE EXHIBIT
PROJECT
LOCATION
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
The Birdsall Group, LLC
444 Mountain Avenue
Berthoud, CO 80513
(970) 532-5891
PLANNER/
LANDSCAPE ARCHITECT
DEVELOPER/APPLICANT
Crystal Cove Development, LLC
8020 S County Road 5, Unit 200
Fort Collins, CO 80528
(970) 204-9393