HomeMy WebLinkAboutREMINGTON ROW (FORMERLY REMINGTON ANNEX) - FDP - FDP130017 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSPREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible for, or
liable for, unauthorized changes to or uses of these plans. All
changes to the plans must be in writing and must be approved by
the preparer of these plans.
CAUTION
MAXIIIMO DEVELOPMENT GROUP LLC 5/14/2013
REMINGTON ROW
12
B11010
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 204
Fort Collins, CO 80524
(970) 300-2508
www.unitedcivil.com
Design Group LLC
UTILITY PLANS FOR
REMINGTON ROW
BEING A REPLAT OF PART OF LOT 2, BLOCK 127, CITY OF FORT COLLINS,
LOCATED IN THE NORTHWEST QUARTER SECTION 13, TOWNSHIP 7 NORTH, RANGE 69 WEST
OF THE 6TH P.M.,CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
MAY 2013
LANDSCAPE ARCHITECT
RIPLEY DESIGN, INC.
401 MOUNTAIN AVENUE, SUITE 100
FORT COLLINS, CO 80524
PHONE: 970-224-5828
CONTACT: BRENT COOPER
ARCHITECT / PLANNER
VAUGHT FRYE LARSON ARCHITECTS
401 MOUNTAIN AVENUE, SUITE 100
FORT COLLINS, CO 80524
PHONE: 970-224-1191
CONTACT: JUSTIN LARSON
OWNER
MAXIIIMO DEVELOPMENT GROUP LLC
706 S. COLLEGE AVE, SUITE 201
FORT COLLINS, CO 80524
CONTACT: CHRISTIAN BACHELET
1 CV01 COVER SHEET
2 GN01 GENERAL NOTES
3 EX01 EXISTING INFORMATION AND REMOVAL PLAN
4 HC01 HORIZONTAL CONTROL AND PAVEMENT PLAN
5 DR01 DRAINAGE PLAN
6 UT01 UTILITY PLAN
7 GR01 GRADING AND EROSION CONTROL PLAN
8 RD01 ALLEY PAVING PLAN AND PROFILE
9 DT01 CONSTRUCTION DETAILS
10 DT02 CONSTRUCTION DETAILS
11 DT03 CONSTRUCTION DETAILS
12 DT04 CONSTRUCTION DETAILS
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible for, or
liable for, unauthorized changes to or uses of these plans. All
changes to the plans must be in writing and must be approved by
the preparer of these plans.
CAUTION
MAXIIIMO DEVELOPMENT GROUP LLC 5/14/2013
REMINGTON ROW
12
B11010
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 204
Fort Collins, CO 80524
(970) 300-2508
www.unitedcivil.com
Design Group LLC
TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES (CONTINUED)
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 two 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.
STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN 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 windblown 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 (striping, 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 cleanup 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 storm water 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
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible for, or
liable for, unauthorized changes to or uses of these plans. All
changes to the plans must be in writing and must be approved by
the preparer of these plans.
CAUTION
MAXIIIMO DEVELOPMENT GROUP LLC 5/14/2013
REMINGTON ROW
12
B11010
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 204
Fort Collins, CO 80524
(970) 300-2508
www.unitedcivil.com
Design Group LLC
1. ITEMS OUTSIDE OF THE PROPERTY BOUNDARY ARE TO BE
PROTECTED IN PLACE UNLESS OTHERWISE SPECIFICALLY STATED
IN THIS OR OTHER PLANS. ITEMS WITHIN PROPERTY BOUNDARY
ARE TO BE REMOVED, RECYCLED, OR RE-USED UNLESS
OTHERWISE SPECIFICALLY STATED IN THIS OR OTHER PLANS.
2. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS TO
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR.
ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR
STANDARDS.
3. ALL EXISTING UTILITY LOCATIONS SHALL BE FIELD VERIFIED
PRIOR TO CONSTRUCTION.
4. ALL EXISTING WATER, GAS, AND SEWER SERVICES MUST BE
ABANDONED OR REMOVED AT THE MAIN.
5. COORDINATE ALL WATER AND SEWER REMOVALS AND
ABANDONMENTS WITH THE CITY OF FORT COLLINS UTILITIES
DEPARTMENT, 970-221-6700.
6. REMOVE WATER SERVICE AT THE MAIN. CONTACT WATER
UTILITIES (416-2165) TO COORDINATE ABANDONMENT.
7. COORDINATE ALL DRY UTILITY REMOVALS AND INSTALLATIONS
WITH INDIVIDUAL SERVICE PROVIDERS (XCEL, FORT COLLINS LIGHT
& POWER, COMCAST, & QWEST).
LEGEND
NOTES
EXISTING INFORMATION AND REMOVAL PLAN
EX01
3
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
REMOVE EXISTING CONCRETE OR
SIDEWALK
REMOVE EXISTING CURB AND
GUTTER
SAWCUT LINE
REMOVE EXISTING
ASPHALT
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible for, or
liable for, unauthorized changes to or uses of these plans. All
changes to the plans must be in writing and must be approved by
the preparer of these plans.
CAUTION
MAXIIIMO DEVELOPMENT GROUP LLC 5/14/2013
REMINGTON ROW
12
B11010
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 204
Fort Collins, CO 80524
(970) 300-2508
www.unitedcivil.com
Design Group LLC
LEGEND
HORIZONTAL CONTROL AND
PAVEMENT PLAN
HC01
4
EXISTING ITEMS
PROPOSED RETAINING WALL
PROPOSED ON SITE CONCRETE
PROPOSED DECK
PROPOSED ITEMS
NOTES
PROPOSED DOWNSPOUT
1. FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT
AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF
WALL AND IS SHOWN FOR INFORMATION ONLY.
2. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING
AS SHOWN ON THIS DRAWING.
3. DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO
CURB FLOW LINE UNLESS OTHERWISE NOTED.
4. CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED
LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH
AS BIKE RACKS, LANDSCAPE WALLS, TRASH RECEPTACLES, LANDSCAPE
ROCK AND MULCH, ETC.
5. ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH
TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER
COUNTY URBAN AREA STREET STANDARD DETAILS (LCUASS).
6. ALL PARKING AREAS AND DRIVE AISLES WITHIN THE PROJECT PROPERTY
SHALL CONSIST OF CONCRETE PAVEMENT UNLESS OTHERWISE
SPECIFIED.
7. CONTRACTOR SHALL ENSURE THAT A FINAL PAVEMENT DESIGN REPORT
BE PREPARED AND APPROVED BY THE CITY OF FORT COLLINS
PURSUANT TO CHAPTERS 5 AND 10 OF LCUASS FOR THE PAVEMENT
WITHIN PUBLIC RIGHT-OF-WAY AFTER UTILITY INSTALLATION AND FINAL
SUB-GRADE PREPARATION ARE COMPLETE BUT BEFORE BASE COURSE
OR CURB AND GUTTER ARE INSTALLED. PRIVATE PARKING PAVEMENT
DESIGN FOR THIS PROJECT SHALL ALSO OCCUR AT THE TIME OF THE
FINAL PAVEMENT DESIGN REPORT.
8. CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS
NOTED OTHERWISE.
9. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS
COLLEGE AVENUE
LAUREL STREET
PLUM STREET
REMINGTON STREET
PROJECT SITE
COLORADO
STATE
UNIVERSITY
MATTHEWS STREET
PETERSON STREET
WHEDBEE STREET
MYRTLE STREET
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible for, or
liable for, unauthorized changes to or uses of these plans. All
changes to the plans must be in writing and must be approved by
the preparer of these plans.
CAUTION
MAXIIIMO DEVELOPMENT GROUP LLC 5/14/2013
REMINGTON ROW
12
B11010
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 204
Fort Collins, CO 80524
(970) 300-2508
www.unitedcivil.com
Design Group LLC
LEGEND
DRAINAGE PLAN
DR01
5
EXISTING ITEMS
PROPOSED ITEMS
SCALE: 1"=400'
VICINITY MAP
NOTES
RUNOFF SUMMARY TABLE
POND SUMMARY TABLE
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible for, or
liable for, unauthorized changes to or uses of these plans. All
changes to the plans must be in writing and must be approved by
the preparer of these plans.
CAUTION
MAXIIIMO DEVELOPMENT GROUP LLC 5/14/2013
REMINGTON ROW
12
B11010
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 204
Fort Collins, CO 80524
(970) 300-2508
www.unitedcivil.com
Design Group LLC
1. MINIMUM HORIZONTAL EDGE TO EDGE SEPARATION BETWEEN SEWER
LINE AND WATER LINE IS 10 FEET.
2. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS TO
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
3. ALL EXISTING UTILITY LOCATIONS SHALL BE FIELD VERIFIED PRIOR TO
CONSTRUCTION.
4. ALL EXISTING WATER, GAS, AND SEWER SERVICES MUST BE ABANDONED
OR REMOVED AT THE MAIN.
5. COORDINATE ALL WATER AND SEWER REMOVALS AND ABANDONMENTS
WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT, 970-221-6700.
6. REMOVE WATER SERVICE AT THE MAIN. CONTACT WATER UTILITIES
(416-2165) TO COORDINATE ABANDONMENT.
7. COORDINATE ALL DRY UTILITY REMOVALS AND INSTALLATIONS WITH
INDIVIDUAL SERVICE PROVIDERS (XCEL, FORT COLLINS LIGHT & POWER,
COMCAST, & QWEST).
8. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF
EXISTING ELECTRICAL DUCT BANK. WATER SERVICES AND FIRE LINES
SHALL BE INSTALLED BY TUNNELING UNDER DUCT WITH MINIMAL
DISTURBANCE. IN NO CASES SHALL DUCT BE UNSUPPORTED FOR MORE
THAN 4 FEET.
9. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.
10. WATER SERVICES SHALL BE TYPE K COPPER. FIRE SERVICES SHALL BE
AWWA C-900 PVC.
11. GAS AND ELECTRIC METERS TO BE INSTALLED ON THE WESTERN SIDE OF
THE PROPOSED BUILDINGS.
LEGEND
NOTES
UTILITY PLAN
UT01
6
PROPOSED ITEMS EXISTING ITEMS
KEY
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible for, or
liable for, unauthorized changes to or uses of these plans. All
changes to the plans must be in writing and must be approved by
the preparer of these plans.
CAUTION
MAXIIIMO DEVELOPMENT GROUP LLC 5/14/2013
REMINGTON ROW
12
B11010
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 204
Fort Collins, CO 80524
(970) 300-2508
www.unitedcivil.com
Design Group LLC
LEGEND
GRADING AND
EROSION CONTROL PLAN
GR01
7
EXISTING ITEMS
PROPOSED ITEMS
NOTES
SF SILT FENCE
VEHICLE TRACKING
CONTROL PAD
CONCRETE WASHOUT AREA -
FINAL LOCATION TO BE
DETERMINED BY
CONTRACTOR
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible for, or
liable for, unauthorized changes to or uses of these plans. All
changes to the plans must be in writing and must be approved by
the preparer of these plans.
CAUTION
MAXIIIMO DEVELOPMENT GROUP LLC 5/14/2013
REMINGTON ROW
12
B11010
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 204
Fort Collins, CO 80524
(970) 300-2508
www.unitedcivil.com
Design Group LLC
1. ALL EXISTING UTILITY LOCATIONS SHALL BE FIELD VERIFIED PRIOR TO
CONSTRUCTION.
2. CONTRACTOR SHALL ENSURE THAT A FINAL PAVEMENT DESIGN REPORT BE
PREPARED AND APPROVED BY THE CITY OF FORT COLLINS PURSUANT TO
CHAPTERS 5 AND 10 OF LCUASS FOR THE PAVEMENT WITHIN PUBLIC
RIGHT-OF-WAY AFTER UTILITY INSTALLATION AND FINAL SUB-GRADE
PREPARATION ARE COMPLETE BUT BEFORE BASE COURSE OR CURB AND
GUTTER ARE INSTALLED. PRIVATE PARKING PAVEMENT DESIGN FOR THIS
PROJECT SHALL ALSO OCCUR AT THE TIME OF THE FINAL PAVEMENT DESIGN
REPORT.
3. DESIGN INFORMATION PROVIDED FOR THE FUTURE CONSTRUCTION OF THE
PUBLIC ALLEY AS SHOWN ON THIS DRAWING IS PRELIMINARY AND PROVIDED
FOR INFORMATION ONLY. FINAL DESIGN (BY OTHERS) SHALL BE REQUIRED
PRIOR TO THE FUTURE CONSTRUCTION.
4. CONTRACTOR SHALL MATCH EXISTING CONDITIONS (HORIZONTAL AND
VERTICAL) ADJACENT TO THE PUBLIC ALLEY LEFT RIGHT-OF-WAY LINE AS
SHOWN ON THIS DRAWING.
LEGEND
NOTES
ALLEY PAVING PLAN AND PROFILE
RD01
8
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
EXISTING ITEMS
PROPOSED ITEMS
PROPOSED CONCRETE
TYPICAL ALLEY SECTIONS
SCALE: 1"=10'
PLAN VIEW
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible for, or
liable for, unauthorized changes to or uses of these plans. All
changes to the plans must be in writing and must be approved by
the preparer of these plans.
CAUTION
MAXIIIMO DEVELOPMENT GROUP LLC 5/14/2013
REMINGTON ROW
12
B11010
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 204
Fort Collins, CO 80524
(970) 300-2508
www.unitedcivil.com
Design Group LLC
CONSTRUCTION DETAILS
DT01
2"R.
6" 6"
12"
1 1/2"R.
6"
4 1/2"
ONSITE VERTICAL CURB & GUTTER
ONSITE OUTFALL CURB & GUTTER
or equivalent. (typical both sides)
With curb walk, cover plate extends
from property line to top of walk face.
6" VERTICAL CURB, GUTTER, AND SIDEWALK
SECTION A-A (2 VIEWS)
COMBINATION CURB, GUTTER, AND SIDEWALK
center, Nelson Standard Anchor
3" #4 Bar Welded at 12" on
L = 1 1/4" x 1 1/4" x 1/4"
5/8" Rolled Steel Tread Plate
SECTION C-C
approved by the Engineer.
Right of Way line to flow line unless
2. Chase and cover plate run from
1. Length of steel plate varies.
Notes:
Dimension Variable
(diamond pattern)
5/8" Rolled Steel Tread Plate
4'-0" or as Directed
Retaining Screws at
C B
A
C B
PLAN VIEW
A
10 3/8" SECTION B-B
6"
1 1/4"
Attached
Detached Sidewalk
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible for, or
liable for, unauthorized changes to or uses of these plans. All
changes to the plans must be in writing and must be approved by
the preparer of these plans.
CAUTION
MAXIIIMO DEVELOPMENT GROUP LLC 5/14/2013
REMINGTON ROW
12
B11010
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 204
Fort Collins, CO 80524
(970) 300-2508
www.unitedcivil.com
Design Group LLC
CONSTRUCTION DETAILS
DT02
Sidewalk
Driveway
LIP
F.L.
T.C.
DRIVEWAY SIDEWALK
SECTION A-A
NOTE:
1. Sidewalk grade shall remain consistent across driveway
3. This detail applies to Residential & Commercial driveways.
6"
6" Residential
Detached Sidewalk
Attached Sidewalk
1/2" Expansion
Joint Material 1/2" Expansion
Joint Material
A
A
2. For driveway design requirements, see CONST. DWG. 706 & 707.
DETACHED ATTACHED
3'-0" 6'-0"
All Sidewalk Thickness Shall Be 6" minimum.
Min.
SIDEWALK
8" Commercial
ATTACHED SIDEWALK DETAIL
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"
1/2" Expansion
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible for, or
liable for, unauthorized changes to or uses of these plans. All
changes to the plans must be in writing and must be approved by
the preparer of these plans.
CAUTION
MAXIIIMO DEVELOPMENT GROUP LLC 5/14/2013
REMINGTON ROW
12
B11010
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 204
Fort Collins, CO 80524
(970) 300-2508
www.unitedcivil.com
Design Group LLC
CONSTRUCTION DETAILS
DT03
Varies
Varies
6"
Varies
6"
6"
2'
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
(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.
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible for, or
liable for, unauthorized changes to or uses of these plans. All
changes to the plans must be in writing and must be approved by
the preparer of these plans.
CAUTION
MAXIIIMO DEVELOPMENT GROUP LLC 5/14/2013
REMINGTON ROW
12
B11010
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 204
Fort Collins, CO 80524
(970) 300-2508
www.unitedcivil.com
Design Group LLC
CONSTRUCTION DETAILS
DT04
12
SILT FENCE VEHICLE CONTROL TRACKING PAD
SF
VTC
CONCRETE WASHOUT AREA
CWA
SF
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.
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
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
FLOW DIRECTION
TRAFFIC RATED CLEANOUT
WW-15
11
NOTES:
1. REFER TO THE CITY OF FORT COLLINS BIORETENTION SAND MEDIA SPECIFICATION
FOR MORE INFORMATION ON THE SOIL MIX.
2. BIORETENTION SAND MEDIA SHALL BE PROVIDED BY HAGEMAN EARTH CYCLE OR
APPROVED EQUAL.
CHANNEL
18" BIORETENTION
SAND MEDIA
(SEE NOTE 1)
ROCK RUBBLE ON THE SURFACE
AS PER LANDSCAPE PLANS
MIN. 16" GRAVEL LAYER
MEETING CDOT #4 COARSE
AGGREGATE SPECIFICATION.
MIN. 8" PEA GRAVEL LAYER
THICKENED CURB 6"X24" CURB
24" DEEP, POURED
MONOLITHICALLY
WITH CONCRETE
PAVEMENT
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
2' min.
Slope: Minimum
1
4"/ft
Maximum 3"/ft
Transition back of walk (typ.)
Broom finish Broom finish
SECTION A-A
MID-BLOCK LOCATION
(min.)
6'
(min.)
5' 6'
Wood float finish thru ramp
CORNER LOCATION
ramp
finish thru
Wood float
Broom finish
(Radius varies)
(typ.)
back of walk
Transition
2
Curb (optional)
Walk
Curb
Gutter
NOTES:
1. * 6" Thickness applies to entire ramp area.
2. ** 1:25 Unless a landing behind ramp (then ramp can be 1:12
with 1:20 on the truncated dome warning.)
3. See CONST. DWG. 1606(a) and 1607 for Fort Collins.
4. See CONST. DWG. 1614, 1615 and 1616 for Loveland.
2'-0" 6"
Walk
Gutter
Curb
Only if needed
walk, if needed.
ground behind the
Curb to retain
Warning Detection
Truncated Dome
at the corners of the
truncated dome warning
truncated dome warning
detection
Warning Detection
Truncated Dome
1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO
CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN.
2. MINIMUM CONCRETE THICKNESS IS 6 INCHES.
3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL
ENTITY.
4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES.
5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS
USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER.
6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK,
WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET.
7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN
APPROVED "SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA.
8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER).
SECTION A-A
LIP OF GUTTER
PLAN VIEW
CURB
A
A
0.5' TYP.
N.T.S.
6"
CURB
0.5'
4' MIN.
N.T.S.
FLARE OPTION
CURB OPTION
6" CURB 0" CURB
1' R
2'
NOTES:
t=6" or as specified
1"/ft. Max
1.5' TRANSITION 1.5' TRANSITION
Flared
Option
2'
FL
1:25 slope
(max.)
Truncated Dome
Warning Detection
Truncated Dome
Warning Detection
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
* *
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)
2' - 3'
FROM F
Street Curb
See Figure 16-1
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND
GRADE. SIGN MOUNTED TO POST WITH 1 EACH
DRIVE RIVET WITH NYLON WASHER AGAINST SIGN
FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE
SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM
NYLON WASHERS (NYLON WASHER AGAINST SIGN
FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT
ON THE BACK SIDE OF POST.
L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
WITH 4 EACH DRIVE
RIVETS WITH
NYLON WASHERS
* 12 Gauge
R7-9a
12"
1 1/2"
6"
MUTCD Designation
COLOR SCHEDULE
BACKGROUND
"P"
RED
WHITE
BLACK
LEGEND, CIRCLE DIAGONAL, BORDER,
"ARROW", "BIKE LANE"
10
finish 12" on center
Screw Brass or Electro-galv.
1/2" x 1" Flat Head Mach.
threaded to receive screw.
Angle iron to be drilled and
screw to extend into the
Concrete to be drilled to allow
concrete
(typical both sides).
(typical both sides)
Sidewalk
X (Varies, See Plans
Xmax=2.0')
d (Varies,
See Plans)
2"R.
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
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"R.
1 1/2"R.
6"
4 1/2"
Slope as shown
on the grading plan
6" 6"
12"
Walk Walk
Parkway
Parkway
Concrete
Border
R.O.W.
10'X10'
SIGHT
AREA AREA
SIGHT
10'X10'
Alley
Drive-Over or
Vertical Curb
& Gutter
FL
Curb
0" Curb
Construction Joint
Truncated Dome
0" Curb
6" Curb 6" Curb
1:12
STREET
6" Curb
AREA
SIGHT
10'X10'
Parkway
Truncated Dome
Warning Detection
Walk
R.O.W.
STREET
0" Curb 0" Curb
Parkway
6" Curb
SIGHT
AREA
10'X10'
Walk
Alley
FL
Drainage Inlet or Other
Drainage Collection
System shall be designed
for 2 year storm minimum.
Drainage May Cross the Walk Up to a Maximum
of 0.5 cfs for the Design 2 Year Storm.
ALLEY W/ SIDE DRAINAGE
Drainage May Not Cross the Walk Unless The Water is Sheet
Flow and does not interfere with pedestrian use of walk.
ALLEY W/ CENTER DRAINAGE
See Tables 8-1 &
8-2 For Radii
Requirements
Warning Detection
(TYP.)
(TYP.)
FL
Alley
Concrete
FL
concrete
8" minimum thick
concrete
8" minimum thick 1:12
Truncated Dome
Warning Detection
1:24 1:24
6" Curb
Vertical
9
NOTES:
1. CURB SECTIONS TO BE POURED MONOLITHICALLY WITH THE CONCRETE PAVEMENT.
Thickness as defined by
concrete pavement section
Slope as shown
on the grading plan
Thickness as defined by
concrete pavement section
PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
10. 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.
PROPOSED PUBLIC ALLEY CONCRETE
RESERVED FOR LINE AND CURVE
INFORMATION AT FINAL SUBMITTAL
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/county.
16. A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to personal vehicles exiting existing
roadways. No earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutter or roadway as a ramp to access temporary stockpiles, staging areas,
construction materials, concrete washout areas, and/or building sites.
CITY OF FORT COLLINS WATERLINE NOTES
1. Water mains shall be DIP with polywrap or PVC tracer wire.
2. Water mains shall be installed with 4.5 to 5.5 feet of cover unless otherwise approved.
LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED OCTOBER 1, 2002
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 local entity.
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 local entity engineer. Use of these
plans after the expiration date will require a new review and approval process by the local entity 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 local entity, as beneficiary of said
engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the local entity 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 local entity, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions
contained in these plans.
5. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the local entity standards
and specifications current at the date of approval of the plans by the local entity 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 local entity prior to beginning construction.
10. The developer shall coordinate and cooperate with the local entity, 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 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 by the water utility.
14. A state construction dewatering wastewater discharge permit is required if dewatering is required in order to install utilities or 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 local entity 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 local entity, certification of the drainage facilities, by a registered engineer, must be submitted to and
approved by the storm water utility department. Certification shall be submitted to the storm water 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 Storm Water 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 local entity including but not limited to South Fort Collins Sanitation District and Fort Collins-Loveland Water District 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 local entity failure to properly maintain its water, wastewater, and/or storm
drainage facilities in the development.
19. All recommendations of the final drainage and erosion control study 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 local
entity 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 local entity engineering inspector (Fort Collins - 221-6605) and the local entity 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 local entity engineer is not available
after proper notice of construction activity has been provided, the developer may commence work in the engineers absence. However, the local entity
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 local entity's
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 local entity 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 local entity inspector. The engineer or surveyor must certify in a letter to the local entity that these
elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the local entity 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 floodplain 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. (local entity, county or
state), 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 local entity 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 local entity engineer, and no site construction activities on
Sundays or holidays, unless there is prior written approval by the local entity.
GENERAL NOTES (CONTINUED)
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 local entity 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 local
entity's inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the local entity 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:
VERTICAL DATUM:
BENCHMARK #1: CITY OF FORT COLLINS VERTICAL BENCHMARK 6-00
LOCATION: ON A CATCH BASIN AT THE NORTHWEST CORNER OF MULBERRY ST. AND COLLEGE AVE.
ELEVATION: 4990.68 (NGVD 29 DATUM)
BENCHMARK #2: CITY OF FORT COLLINS VERTICAL BENCHMARK 29-97
LOCATION: NORTHEAST CORNER OF MULBERRY ST. AND WHEDBEE ST., ON A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION: 4974.83 (NGVD 29 DATUM)
BASIS OF BEARINGS:
$6680,1*7+(($67/,1(2)%/2&.$6%($5,1*6287+
:(67%(,1*$*5,'%($5,1*2)7+(&2/25$'267$7(3/$1(&225',1$7(
SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/2007, A DISTANCE OF 400.05 FEET WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE
THERETO.
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 local entity construction inspector before any cuts are made. Patching shall be done in accordance with the local entity
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 local entity engineer and/or the local entity 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 local entity, 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 local entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes,
for the following private streets: none.
48. Approved variances are listed as follows:
STREET IMPROVEMENTS 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 local entity 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 local entity 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 local entity engineer.
5. 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 local entity 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 MUTCD (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 local entity inspector and prior to installation of asphalt. Gutters that
hold more than 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 than 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 local entity engineer, shall be reworked, replaced or
otherwise modified to form a smooth, non-yielding surface. The local entity engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls"
shall be performed in the presence of an inspector.
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, ONLY's, crosswalks, stop bars, etc. shall be preformed thermoplastic.
3. All signage shall be per local entity 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. Preformed thermoplastic 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 two year warranty period will begin.
2
GENERAL NOTES
GN01
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY
FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY
RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE
LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR
ACCURACY AND CORRECTNESS OF THE CALCULATIONS.
FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT
QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL
QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE
CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL
RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL
QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED
DURING THE CONSTRUCTION PHASE.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
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.
SAMUEL M. ELIASON, PE #38212 DATE
SCALE: 1"=400'
CERTIFICATION STATEMENT
DISCLAIMER STATEMENT
PROJECT TEAM SHEET INDEX
VICINITY MAP
SURVEY CONTROL
1
VERTICAL DATUM:
BENCHMARK #1: CITY OF FORT COLLINS VERTICAL BENCHMARK 6-00
LOCATION: ON A CATCH BASIN AT THE NORTHWEST CORNER OF MULBERRY ST.
AND COLLEGE AVE.
ELEVATION: 4990.68 (NGVD 29 DATUM)
BENCHMARK #2: CITY OF FORT COLLINS VERTICAL BENCHMARK 29-97
LOCATION: NORTHEAST CORNER OF MULBERRY ST. AND WHEDBEE ST., ON A
CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION: 4974.83 (NGVD 29 DATUM)
BASIS OF BEARINGS:
$6680,1*7+(($67/,1(2)%/2&.$6%($5,1*6287+
:(67
BEING A GRID BEARING OF THE COLORADO STATE PLANE COORDINATE SYSTEM,
NORTH ZONE, NORTH AMERICAN DATUM 1983/2007, A DISTANCE OF 400.05 FEET
WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO.
NOTE: THESE DRAWINGS ARE AT MODIFIED STATE PLANE. TO REDUCE TO STATE
PLANE COORDINATES, SCALE AT 0.99973332 (1.00026675) ABOUT THE ORIGIN 0,0.
GEOTECNHNICAL ENGINEER
CTL THOMPSON, INC.
351 LINDEN STREET, SUITE 140
FORT COLLINS, CO 80524
PHONE: 970-206-9455
CONTACT: CHIP LEADBETTER
LOCAL ENTITY
CITY OF FORT COLLINS
ENGINEERING DEPARTMENT
281 NORTH COLLEGE
FORT COLLINS, CO 80521
PHONE: 970-221-6605
FAX: 970-221-6378
SURVEYOR
KING SURVEYORS, INC.
650 E. GARDEN DR.
WINDSOR, CO 80550
PHONE: 970-686-5011
FAX: 970-686-5821
CONTACT: LARRY PEPEK
CIVIL ENGINEER
UNITED CIVIL DESIGN GROUP, LLC
1501 ACADEMY CT. STE. 203
FORT COLLINS, CO 80524
PHONE: 970-300-2508
CONTACT: SAM ELIASON
COVER SHEET
CV01
MAXIIIMO DEVELOPMENT GROUP LLC
COLLEGE AVENUE
LAUREL STREET
PLUM STREET
REMINGTON STREET
PROJECT SITE
COLORADO
STATE
UNIVERSITY
MATTHEWS STREET
PETERSON STREET
WHEDBEE STREET
MYRTLE STREET
MULBERRY STREET