HomeMy WebLinkAboutUNION PLACE/REVIVE - COMBINED MJA/FDP - FDP140032 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSN. COLLEGE AVE.
PROJECT SITE
E. WILLOX LANE
UNION PACIFIC RAILROAD
WILLOX COURT
WESTWOOD DR.
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
REVIVE PROPERTIES LLC 12/16/2014
UNION PLACE SUBDIVISION, FIRST REPLAT
7
U13003
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
UTILITY PLANS FOR:
UNION PLACE SUBDIVISION, FIRST REPLAT
BEING A REPLAT OF BLOCK 2, BLOCK 4, AND LOT 1, BLOCK 5, UNION PLACE SUBDIVISION
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 2,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
DECEMBER 2014
LANDSCAPE ARCHITECT
CENTENNIAL DESIGN, LLC
601 S. 9TH ST.
BERTHOUD, CO 80513
PHONE: 970-217-4955
CONTACT: JOHN GETTMAN
ENGINEER
UNITED CIVIL DESIGN GROUP, LLC
1501 ACADEMY COURT, SUITE 203
FORT COLLINS, COLORADO 80524
PHONE: 970-530-4044
CONTACT: SAM ELIASON
OWNER / APPLICANT
REVIVE PROPERTIES LLC
PO BOX 720
OGALLALA, NE 69153
PHONE: 970-420-0000
CONTACT: SUE MCFADDIN
1 C000 COVER SHEET
2 C001 GENERAL NOTES
3 C200 UTILITY PLAN
4 C300 EROSION CONTROL PLAN
5 C400 GRADING PLAN
6 C500 SIGNING AND STRIPING PLAN
7 C800 DETAILS
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
BENCHMARKS:
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
REVIVE PROPERTIES LLC 12/16/2014
UNION PLACE SUBDIVISION, FIRST REPLAT
7
U13003
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
CITY OF GREELEY WATERLINE NOTES
1. All easements and right-of-way crossing the City of Greeley easement are subject to
the rights of said City of Greeley easement.
2. There shall be no permanent structures, concrete slabs, detention ponds, fences,
walls, trees, or other landscaping or berms greater than 3 feet at mature growth, or
other obstructions within the City of Greeley easement. No cover shall be removed
and/or added without written permission from City of Greeley Water Engineer.
3. There shall be no other utilities within the City of Greeley easement except at right
angle crossings and unless previously approved by the City of Greeley Water & Sewer
Department. All plans shall be submitted during the design phase at least two weeks
prior to construction and shall show potholed locations and elevations in plan and
profile view. Greeley Water & Sewer will issue appropriate crossing approval.
4. In the event that excavation is required for the City of Greeley water pipelines due to
water pipeline repairs, replacement or other operations, the excavation will be
backfilled safely but surface restoration will not be done by/or at the expense of the city
of greeley.
5. Greeley water pipeline locations are approximate, contact Keith Ikenouye at (970)
371-3718 72 hours in advance of any locate request or any construction activities within
the Greeley water pipeline easement.
6. There shall be no vibratory or heavy sheepsfoot compaction within 20 feet of the
existing water transmission pipeline. Static compaction equipment shall be used.
7. Greeley pipelines are to have a minimum of six (6) feet of cover at all locations to be
used as a land bridge during any construction activities.
8. Greeley water line support at crossings shall be incorporated into the design if
proposed utility crossing is below the water line using open trench construction.
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.
x
x x x x
x
x
x
x
LOT 3
BLOCK 5
LOT 2
BLOCK 5
LOT 1
BLOCK 3
LOT 2
BLOCK 3
LOT 3
BLOCK 3
LOT 4
BLOCK 3
LOT 5
BLOCK 3
LOT 6
BLOCK 3
LOT 7
BLOCK 3
LOT 8
BLOCK 3
LOT 1
BLOCK 1
LOT 2
BLOCK 1
LOT 3
BLOCK 1
LOT 4
BLOCK 1
LOT 5
BLOCK 1
LOT 6
BLOCK 1
LOT 7
BLOCK 1
TRACT A
TRACT D
TRACT B
TRACT I TRACT G
TRACT J
TRACT K
TRACT H
PRIVATE DRIVE
TRACT N TRACT O
TRACT M
TRACT M
(UNNAMED)
TRACT M
TRACT M
TRACT M
TRACT Q
TRACT Q
LOT 1A BLOCK 5
LOT 1B BLOCK 5
LOT 1C BLOCK 5
x
x x x x
x x x x
x x
x x x x
x x
x
WILLOX CROSSING
PUD (McDONALDS)
DETENTION POND P
EXISTING
IRRIGATION DITCH 30.00' CITY OF
GREELEY WATER
LINE EASEMENT
DETENTION POND P
CONTRACTOR TO
PROTECT EXISTING
OUTFALLS DURING
CONSTRUCTION
LOT 4
BLOCK 5
LOT 3
BLOCK 5
LOT 2
BLOCK 5
LOT 1
BLOCK 3
LOT 2
BLOCK 3
LOT 3
BLOCK 3
LOT 4
BLOCK 3
LOT 5
BLOCK 3
LOT 6
BLOCK 3
LOT 7
BLOCK 3
LOT 8
BLOCK 3
LOT 1
BLOCK 1
LOT 2
BLOCK 1
LOT 3
BLOCK 1
LOT 4
BLOCK 1
LOT 5
BLOCK 1
LOT 6
BLOCK 1
LOT 7
BLOCK 1
LOT 8
BLOCK 1
LOT 9
BLOCK 1
LOT 10
TRACT B
TRACT I TRACT G
TRACT J
TRACT H
LOT 1A*
BLOCK 5
LOT 1B
BLOCK 5
LOT 1C*
BLOCK 5
LOT 1D
BLOCK 5
LOT 1E
BLOCK 5
LOT 1F*
BLOCK 5
LOT 1G
BLOCK 5
LOT 1H*
BLOCK 5
LOT 1A*
BLOCK 4
LOT 1B
BLOCK 4
LOT 1C*
BLOCK 4
LOT 1D
BLOCK 4
LOT 1E*
BLOCK 4
LOT 1F
BLOCK 4
LOT 1G
BLOCK 4
LOT 1H*
BLOCK 4
LOT 1I
BLOCK 4
LOT 1J*
BLOCK 4
LOT 1K
BLOCK 4
LOT 1L*
BLOCK 4
LOT 2A*
BLOCK 4
LOT 2B
BLOCK 4
LOT 2C*
BLOCK 4
LOT 2D
BLOCK 4
LOT 2E*
BLOCK 4
LOT 2F
BLOCK 4
LOT 2G*
BLOCK 4
LOT 2A*
BLOCK 2
x
x
x x
x x
x x
x x
x x
x
x
STREET SIGN
STREET SIGN
STOP SIGN
STREET SIGN
STOP SIGN
8 PARKING
63276#
12 PARKING
63276#
12 PARKING
63276#
6 PARKING
63276#
STREET SIGN
STOP SIGN
STREET SIGN
STOP SIGN
STREET SIGN
STOP SIGN
STREET SIGN
STOP SIGN
STREET SIGN
STOP SIGN
8.5' 8.5'
9.0'
9.0'
13.0'
13.0'
16.0'
26.5' 26.5'
22.2'
30.00'
CORRECTED LOCATION
CITY OF GREELEY
WATER LINE
EASEMENT
1
1
1
1 1
1
1
1
1
1
2
2
2 2
2
2
1
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
REVIVE PROPERTIES LLC 12/16/2014
UNION PLACE SUBDIVISION, FIRST REPLAT
7
U13003
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
CONSTRUCTION DETAILS
C800
7
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 REQUIREMENTS
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
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
NOTES:
1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A THICKNESS OF .080
ALUMINUM CONSTRUCTION.
2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED
LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR
EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE.
3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO DESIGNATE BEGIN AND END OF
NO PARKING AREA.
NO
PARKING
BY ORDER OF THE
FIRE MARSHAL
STANDARD
FIRE LANE SIGN DETAIL
UNIVERSAL
FIRE LANE SIGN DETAIL
18"
2"
1 1/2"
3/4"
12" 12"
BACKGROUND
"P"
RED
WHITE
BLACK
LEGEND, CIRCLE DIAGONAL, BORDER,
"ARROW", "FIRE LANE"
(FORT COLLINS ONLY)
75'
75'
15'
15'
12"-18"
(TYP.)
STANDARD DETAIL 1
(WITHOUT STENCIL)
100'
15'
15'
12"-18"
(TYP.)
STANDARD DETAIL 1
(WITH STENCIL)
STENCIL SHALL
BE CENTERED
BETWEEN SIGNS
ON CURB FACE
15'
DETAIL 3
(65' OR LESS)
15'
65'
STENCIL SHALL
START 15' IN
SIGN SHALL
BE CENTERED
12"-18"
(TYP.)
MUST BE PRE-APPROVED
ACCESS OFFICER MUST
PRE-APPROVE THIS
APPLICATION
2 APPROVED
FIRE LANE
SIGNS-BACK
TO BACK
APPROVED FIRE LANE SIGNS SHALL BE INSTALLED 12" TO 18" 35'
FROM BACK OF CURB OR BACK OF SIDEWALK.
SIGN MUST FACE THE ONCOMING TRAFFIC.
STENCILS SHALL BE IN WHITE LETTERING (3" HT. 1/2" STROKE) ON
RED PAINTED CURB.
STENCIL SHALL READ "FIRE LANE NO PARKING"
1.
2.
3.
4.
2
2
2
2
1 2
2
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
REVIVE PROPERTIES LLC 12/16/2014
UNION PLACE SUBDIVISION, FIRST REPLAT
7
U13003
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
1 NO PARKING FIRE LANE SIGN (SEE DETAIL ON SHEET C800) 1. SEE SHEET C001 FOR CONSTRUCTION NOTES ASSOCIATED
WITH TRAFFIC SIGNING AND PAVEMENT MARKINGS.
2. NO STOP SIGNS OR BARRICADES TO BE LOCATED ON TOP OF
GREELEY WATERLINES.
3. SEE DETAIL SHEET C800 FOR SIGNING AND STRIPING DETAILS.
LEGEND NOTES
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 30' 60'
SCALE: 1" = 30'
15'
NORTH
2 RED PAINTED CURB LINE (SEE DETAIL ON SHEET C800)
LOT 2B
BLOCK 2
LOT 2C*
BLOCK 2
LOT 2D
BLOCK 2
LOT 2E*
BLOCK 2
LOT 1A*
BLOCK 2
LOT 1B
BLOCK 2
LOT 1C*
BLOCK 2
LOT 1D
BLOCK 2
LOT 1E*
BLOCK 2
FFE/TOF=4986.05 FFE/TOF=4985.55
FFE/TOF=4985.70
FFE/TOF=4986.90 FFE/TOF=4986.50
FFE/TOF=4986.00
FFE/TOF=4986.10
85.31
85.62
85.53
85.40
85.26
85.12
84.98
84.85
84.71
84.60
84.63
84.66
84.69
84.28
85.55
85.61
85.51
85.41
85.28
85.15
85.02
84.78
LOCATION OF
FFE STEP
LOCATION OF
FFE STEP
LOCATION OF
FFE STEP
RAMP
RAMP
RAMP
RAMP
RAMP
RAMP
RAMP
RAMP
RAMP
85.18
85.20
85.26
85.14
84.77
86.24
86.03
85.82
86.04
85.84
85.51
85.64
85.58
85.55
85.51
85.96
85.89
85.80
85.71
85.60
LOT 3
BLOCK 5
LOT 2
BLOCK 5
LOT 1
BLOCK 3
LOT 2
BLOCK 3
LOT 3
BLOCK 3
LOT 4
BLOCK 3
LOT 5
BLOCK 3
LOT 6
BLOCK 3
LOT 7
BLOCK 3
LOT 8
BLOCK 3
LOT 1
BLOCK 1
LOT 2
BLOCK 1
LOT 3
BLOCK 1
LOT 4
BLOCK 1
LOT 5
BLOCK 1
LOT 6
BLOCK 1
LOT 7
BLOCK 1
TRACT A
TRACT D
TRACT K
TRACT N
TRACT O
TRACT M
TRACT M
TRACT M
TRACT M
TRACT M
TRACT Q
TRACT Q
TRACT C
NOT INCLUDED
NOT INCLUDED
NOT INCLUDED
TRACT M
TRACT M
NOT INCLUDED
TRACT Q NOT INCLUDED
TRACT C TRACT C
TRACT L NOT INCLUDED
2' CURB CUT
85.12
2' CURB CUT
2' CURB CUT
83.99
84.69
85.76
85.08
FFE/TOF=4986.60
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
REVIVE PROPERTIES LLC 12/16/2014
UNION PLACE SUBDIVISION, FIRST REPLAT
7
U13003
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE SME
C:\UNITED CIVIL\DROPBOX\PROJECTS\U13003-REVIVE\CADD\CP\UTILITY PLANS
C400_GRADING PLAN.DWG
12/17/2014 12:24:15 AM
SME
GRADING PLAN
C400
N/A
20'
1. EXISTING UNDERGROUND AND OVERHEAD
PUBLIC AND PRIVATE UTILITIES AS SHOWN
ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE
ENGINEER.
2. THE EXACT BUILDING FOOTPRINTS ARE
UNKNOWN AT THIS TIME, THEREFORE TOP
OF FOUNDATION AND FINISHED FLOOR
ELEVATIONS HAVE NOT BEEN SHOWN FOR
THE COMMERCIAL AND MULTI-FAMILY LOTS.
INDIVIDUAL GRADING PLANS FOR THESE
LOTS SHALL BE PREPARED AND APPROVED
BY THE CITY FOR EACH INDIVIDUAL LOT
PRIOR TO RECEIVING A BUILDING PERMIT.
SEE NOTES 12 AND 13 FOR MORE
INFORMATION.
3. ALL SPOT ELEVATIONS ARE TO FLOW LINE
OR FINISHED GRADE UNLESS OTHERWISE
NOTED.
4. ALL SPOT ELEVATIONS ARE OF THE
ELEVATION 49XX.XX.
5. HANDICAP RAMPS SHALL NOT EXCEED
8.33% SLOPE (1:12). SIDEWALKS IN
GENERAL SHALL NOT EXCEED 5.00%
SLOPE (1:20) UNLESS NECESSARY IN WHICH
CASE THEY SHALL NOT EXCEED 8.33%
SLOPE (1:12). WHERE SIDEWALKS ARE OF
SUCH A SLOPE THAT SPECIAL
REQUIREMENTS NEED TO BE ADDRESSED
FOR HANDICAP CONSIDERATION THE
CONTRACTOR SHALL COMPLY WITH
APPLICABLE CODES.
6. (MINIMUM) THE FINISHED GRADE SHALL
SLOPE AWAY FROM THE BUILDING AT A MIN.
2% TOWARDS SWALES OR OVER CURB TO
PAVED AREAS.
7. DEVELOPER SHALL VERIFY POSITION OF
BUILDING STAIRS & OPENINGS PRIOR TO
CONSTRUCTING ADJOINING SIDEWALKS.
8. REFER TO GENERAL NOTES FOR ALL
OTHER APPLICABLE INFORMATION.
9. CONTRACTOR TO FIELD VERIFY EXISTING
ELEVATIONS SHOWN AT TIE IN POINTS.
CONTRACTOR TO NOTIFY ENGINEER IF
ELEVATIONS VARY FROM THAT SHOWN ON
PLAN.
10. IF REQUESTED ENGINEER WILL FURNISH
THE CONTRACTOR AUTOCAD COMPATIBLE
FILES.
11. THE TOP OF FOUNDATION (T.O.F.)
ELEVATIONS AND FINISHED FLOOR (F.F.)
ELEVATIONS SHALL BE DESIGNED TO BE AT
LEAST 12" ABOVE THE 100 YEAR STORM
EVENT. THE BUILDINGS ALONG WEST
WILLOX LANE SHALL HAVE THE T.O.F. AND
F.F. ELEVATED AT LEAST 14" ABOVE THE
ADJACENT WEST WILLOX LANE SIDEWALK.
12. BASEMENTS WILL NOT BE ALLOWED ON
THIS SITE DUE TO HIGH GROUNDWATER.
13. LOTS DESIGNATED WITH AN "*" ARE
DESIGNATED AS ACCESSIBLE UNITS.
REFER TO THE ARCHITECTURAL PLANS FOR
ADDITIONAL INFORMATION.
NOTES
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
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.
0 20' 40'
SCALE: 1" = 20'
10'
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
EXISTING CURB & GUTTER
LEGEND
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
SIDEWALK CHASE
PROPOSED SPOT
ELEVATION
FF=FINISHED FLOOR
FG=FINISHED GRADE AT
EXTERIOR WALL
TOW=TOP OF WALL
LP=LOW POINT
HP=HIGH POINT
BLOCK 1
TRACT A
TRACT B
TRACT E
TRACT F
TRACT I TRACT G
TRACT J
TRACT K
TRACT H
TRACT N
TRACT O
TRACT M
TRACT M
TRACT M
TRACT M
TRACT M
TRACT M
PUBLIC ROW
TRACT P
TRACT Q
TRACT Q
LOT 1D BLOCK 5
LOT 1F BLOCK 5
LOT 1G BLOCK 5
LOT 1H BLOCK 5
LOT 1A BLOCK 4
LOT 1B BLOCK 4
LOT 1I BLOCK 4
LOT 1J BLOCK 4
LOT 1K BLOCK 4
LOT 2E BLOCK 2
TRACT C
NOT INCLUDED
NOT INCLUDED
NOT INCLUDED
NOT INCLUDED
NOT INCLUDED
NOT INCLUDED
NOT INCLUDED
NOT INCLUDED
TRACT M
TRACT M
NOT INCLUDED
TRACT Q NOT INCLUDED
TRACT C TRACT C
NOT INCLUDED
NOT INCLUDED
TRACT D
LOT 2D BLOCK 2
LOT 2C BLOCK 2
LOT 2B BLOCK 2
LOT 2A BLOCK 2 LOT 1A BLOCK 2
LOT 1B BLOCK 2
LOT 1C BLOCK 2
LOT 1D BLOCK 2
LOT 1E BLOCK 2
LOT 2A BLOCK 4
LOT 2B BLOCK 4
LOT 2C BLOCK 4
LOT 2D BLOCK 4
LOT 2E BLOCK 4
LOT 2F BLOCK 4
LOT 2G BLOCK 4
LOT 1G BLOCK 4
LOT 1F BLOCK 4
LOT 1E BLOCK 4
LOT 1D BLOCK 4
LOT 1C BLOCK 4
LOT 1H BLOCK 4
LOT 1L BLOCK 4
LOT 1E BLOCK 5
LOT 1C BLOCK 5
LOT 1B BLOCK 5
LOT 1A BLOCK 5
4986
4986
4986
4985
4985
4985
4985
4984
TRACT L
4985
4986
4986
4985
4984
4984
4985
4984
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
REVIVE PROPERTIES LLC 12/16/2014
UNION PLACE SUBDIVISION, FIRST REPLAT
7
U13003
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
EXISTING 1' CONTOUR www.unitedcivil.com
EXISTING 5' CONTOUR
PROPOSED STORM DRAIN MANHOLE
PROPOSED STORM PIPE
4980
EXISTING STORM PIPE
LEGEND
4981
EXISTING STORM MANHOLE
EXISTING STORM DRAIN INLET
D
EXISTING STORM DRAIN FES
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 50' 100'
SCALE: 1" = 50'
25'
EROSION CONTROL NOTES:
1. REFER TO STANDARD EROSION AND SEDIMENT CONTROL NOTES SHOWN ON
GENERAL NOTES SHEET C001.
2. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE FINAL LANDSCAPE
PLAN FOR DETAILS.
3. DETENTION POND P CAN ACT AS A TEMPORARY SEDIMENT POND DURING
CONSTRUCTION. THE CONTRACTOR SHALL INSPECT THE POND EVERY TWO WEEKS
OR AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR CLEAN OUT
SEDIMENT AS NECESSARY.
4. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS
SHALL FOLLOW CITY REGULATIONS.
5. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT
AND EROSION CONTROL MEASURES AS NECESSARY. THESE AREAS SHOULD BE
LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE SWMP SHOULD BE
UPDATED TO SHOW THESE AREAS AND SEDIMENT AND EROSION CONTROL ITEMS.
THE ITEMS MAY INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL,
SILT FENCE, CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP.
6. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE AREAS TO A DEPTH
OF 6 INCHES AT A RATE OF 3 CUBIC YARDS PER 1000 SQUARE FEET OF AREA UNLESS
4" OF LOOSE TOPSOIL HAVE BEEN IMPORTED ONTO THE SITE OVER 4" OF LOOSENED
SUBGRADE SOILS. REFER TO CITY OF FORT COLLINS CODE SECTIONS 12-130
THROUGH 12-132.
7. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS
EXPOSED LONGER THAN 30 DAYS. THE SITE SHALL BE SEEDED WITH 100% SMOOTH
BROME AT A MINIMUM APPLICATION RATE OF 30 LBS/ACRE.
8. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BE USED.
INGREDIENT % AVAILABLE BY
WEIGHT APPLICATION RATE IN LBS/ACRE
NITROGEN 13 65
POTASSIUM 16 80
POTASSIUM M 120
CONCRETE WASHOUT AREA - FINAL
LOCATION TO BE DETERMINED BY
CONTRACTOR
GUTTER PROTECTION WATTLE
WATTLE FILTER DETAIL
CURB INLET PROTECTION WATTLE
1 WATTLE INSTALLATION DETAIL
EC01
CONCRETE WASHOUT AREA
CWA
2
EC01
PROPOSED 1' CONTOUR
4980 PROPOSED 5' CONTOUR
4981
SITE PERIMETER WATTLE
LOT 1D BLOCK 5
LOT 1E BLOCK 5
LOT 1F BLOCK 5
LOT 1G BLOCK 5
LOT 1H BLOCK 5
LOT 1A BLOCK 4
LOT 1B BLOCK 4
LOT 1C BLOCK 4
LOT 1D BLOCK 4
LOT 1E BLOCK 4
LOT 1F BLOCK 4
LOT 1G BLOCK 4
LOT 1H BLOCK 4
LOT 1I BLOCK 4
LOT 1J BLOCK 4
LOT 1K BLOCK 4
LOT 1L BLOCK 4
LOT 2A BLOCK 4
LOT 2B BLOCK 4
LOT 2C BLOCK 4
LOT 2D BLOCK 4
LOT 2E BLOCK 4
LOT 2F BLOCK 4
LOT 2G BLOCK 4
LOT 2A BLOCK 2
LOT 2B BLOCK 2
LOT 2C BLOCK 2
LOT 2D BLOCK 2
LOT 2E BLOCK 2
LOT 1A BLOCK 2
LOT 1B BLOCK 2
LOT 1C BLOCK 2
LOT 1D BLOCK 2
LOT 1E BLOCK 2
TRACT C
NOT INCLUDED
NOT INCLUDED
NOT INCLUDED
TRACT M
TRACT M
NOT INCLUDED
TRACT Q NOT INCLUDED
TRACT C TRACT C
TRACT L NOT INCLUDED
6"
8' UE & EAE
6.58' UE
8' UE
5.5' UE
6.58' UE
8' UE
8' UE
8" SS
8" WT
6.58' UE
1" WS
13.58' UE
5' UE
12' UE
12' UE
12' UE
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
2" WS
2" WS
2" WS
4" FS
4"
4"
4"
4" 4" 4" 4"
4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4"
6" CO
6" CO
6" CO
6" CO
6" SS
6" SS
2" WS
1 1/2" WS
6" CO 6" SS 4" SS 4" CO
6" SS 6" SS
6" SS 6" SS
6" SS 6" SS
2" WS 1 1/2" WS
5' UE
5' UE
15' UE
6" CO
6" CO
4" FS
1" WS
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
REVIVE PROPERTIES LLC 12/16/2014
UNION PLACE SUBDIVISION, FIRST REPLAT
7
U13003
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
EXISTING GATE VALVE
EXISTING THRUST BLOCK (T.B.)
EXISTING 4" OR 6" FIRE LINE TO
OHE EXISTING ELECTRIC LINE
GAS EXISTING GAS LINE
1. MINIMUM HORIZONTAL EDGE TO EDGE
SEPARATION BETWEEN SEWER LINE AND WATER
LINE IS 10 FEET.
2. ALL EXISTING UTILITIES TO BE FIELD VERIFIED
PRIOR TO CONSTRUCTION.
4. 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. SEE EXISTING
INFORMATION AND REMOVALS PLAN FOR
ADDITIONAL DETAILS ON ASPHALT REMOVAL.
5. DRY UTILITY SERVICES INTO THE BUILDING
ARE TO BE COORDINATED WITH THE
RESPECTIVE UTILITY COMPANIES.
6. THE WATER SERVICES WITH THE CURB STOP
WILL BE CONSTRUCTED INITIALLY. THE WATER
METER PITS AND METERS WILL BE INSTALLED AT
A LATER DATE WHEN THE INDIVIDUAL LOTS ARE
DEVELOPED.
7. SEWER SERVICES TO BE ABANDONED SHALL
BE ABANDONED AT THE MAIN BY REMOVING THE
SERVICE LINE PIPE FROM THE WYE (OR TEE)
FITTING AND INSERTING AN EXPANDABLE,
:$7(57,*+73/8*7+(5(0$,1'(52)7+(
SERVICE LINE MAY BE REMOVED OR
)/2:),//('$1'$%$1'21(',13/$&($1<
INSULATION BOARD ABOVE THE SEWER MAIN
THAT IS DISTURBED TO DISCONNECT AND
ABANDON THE SERVICE MUST BE REPLACED
WITH NEW INSULATION BOARD OF THE SAME
7<3($1'',0(16,21&225',1$7(7+(
ABANDONMENT OF THE SEWER SERVICES WITH
WATER UTILITIES (970-221-6700).
8. WATER AND FIRE SERVICES TO BE REMOVED
SHALL BE REMOVED AT THE MAIN BY REMOVING
THE CORPORATION AND INSERTING A BRONZE
3/8*,17+(7$33,1*6$''/(7+(5(0$,1'(5
OF THE SERVICE LINE, CURB BOX, AND CURB
STOP MUST ALSO BE REMOVED. COORDINATE
THE REMOVAL OF THE WATER SERVICES WITH
WATER UTILITIES (970-416-2165).
9. ONSITE DRY UTILITIES SUCH AS ELECTRIC,
TELEPHONE, CABLE, GEOTHERMAL HAVE NOT
BEEN FIELD VERIFIED AND ARE NOT SHOWN ON
THIS PLAN. CONTRACTOR TO HAVE ALL
UTILITIES LOCATED PRIOR TO CONSTRUCTION.
10. ALL PROPOSED 6" SANITARY SEWER
SERVICES SHALL BE CONSTRUCTED AT A GRADE
OF 1%. ALL PROPOSED 4" SANITARY SEWER
SERVICES SHALL BE CONSTRUCTED AT A GRADE
OF 2%.
11. ALL SINGLE FAMILY ATTACHED UNITS SHALL
BE EQUIPPED WITH A FIRE SPRINKLER SYSTEM.
THE 10 UNITS IN BLOCK 2 WILL NEED TO INCLUDE
A FULL NFPA13 SPRINKLER SYSTEM WHICH WILL
REQUIRE A SEPARATE FIRE SERVICE LINE AND
FIRE RISER ROOM FOR EACH OF THE TWO
BUILDINGS.
W EXISTING WATER LINE
S EXISTING SANITARY SEWER M.H.
SS EXISTING SANITARY SEWER
EXISTING STORM DRAIN PIPE
EXISTING FIRE HYDRANT
EXISTING STORM DRAIN INLET
EXISTING 3/4" or 1" WATER SERVICE
S EXISTING 4" OR 6" SANITARY SERVICE
EXISTING FLARED END SECTION
EXISTING GATE VALVE
D EXISTING STORM SEWER M.H.
WM EXISTING WATER METER
E EXISTING ELECTRIC BOXES
GM EXISTING GAS METER
EXISTING POWER POLE
EXISTING LIGHT POLE
EV
T EXISTING TELEPHONE LINE
EXISTING MAIL BOX
, EXISTING WATER FITTINGS W/T.B.
EXISTING CURB & GUTTER
NOTES
PROPOSED SIDEWALK
EXISTING 2" FIRE LINE W/ CURB STOP
W/CURB STOP TO BE REMOVED
LEGEND
PROPOSED ITEMS EXISTING ITEMS
PROPOSED 3/4" WATER SERVICE
PROPOSED 4" SANITARY SERVICE
W/CLEANOUT AT THE BUILDING
EXISTING 2" FIRE LINE W/ CURB STOP
TO BE REMOVED
EXISTING 1" WATER SERVICE
W/CURB STOP AND METER PIT (FUTURE)
EXISTING 1 1/2" or 2" WATER SERVICE
W/CURB STOP AND METER PIT (FUTURE)
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
EXISTING SANITARY SEWER
1
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.
0 20' 40'
SCALE: 1" = 20'
10'
PROPOSED SANITARY SEWER CLEANOUT
PROPOSED 6" SANITARY SERVICE
S
3/4"
4"
6" SS
WITH CURB STOP
6" CO
4" FS EXISTING 4" FIRE LINE
EXISTING 4" OR 6" FIRE LINE
BE REMOVED
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
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 with tracer wire.
2. Water mains shall be installed with 4.5 to 5.5 feet of cover unless otherwise approved.
3. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The
HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with
the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25.
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:
BENCHMARK #1: 42-01, LOCATED NORTHWEST CORNER OF WILLOX LANE AND COLLEGE AVENUE ON A CONCRETE TRAFFIC SIGNAL BASE:
ELEVATION 4984.08 FEET, CITY OF FORT COLLINS DATUM.
BENCHMARK #2: NGS V-401 -1997; ELEVATION 4974.64', CITY OF FORT COLLINS DATUM.
BASIS OF BEARINGS:
%$6,62)%($5,1*6 6287+
($67$/21*7+(1257+/,1(2)7+(1257+($6748$57(52)6(&7,2172:16+,31257+
RANGE 69 WEST OF THE 6TH P.M., BEING MONUMENTED AS SHOWN ON THE PLAT OF UNION PLACE SUBDIVISION.
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:
-None.
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.
42-01, LOCATED NORTHWEST CORNER OF WILLOX LANE AND
COLLEGE AVENUE ON A CONCRETE TRAFFIC SIGNAL BASE:
ELEVATION 4984.08 FEET, CITY OF FORT COLLINS DATUM.
NGS V-401 -1997; ELEVATION 4974.64', CITY OF FORT COLLINS
DATUM.
HORIZONTAL CONTROL:
NORTH 1/4 CORNER SECTION 2-7-69
FOUND 3" ALUM CAP
LS #20123 IN
MONUMENT BOX
N 65589.058
E 14951.381
-GEOTECHNICAL INVESTIGATION, UNION PLACE, JUNE 16, 2009
-SUBGRADE INVESTIGATION AND PAVEMENT RECOMMENDATIONS,
UNION PLACE, JUNE 23, 2009
-ALTERNATE RECOMMENDATIONS FOR PERVIOUS PAVEMENTS,
UNION PLACE, AUGUST 13, 2009
-SUBGRADE INVESTIGATION AND PAVEMENT RECOMMENDATIONS
WILLOX LANE AND MASON STREET AT UNION PLACE,
SEPTEMBER 3, 2009
REPORTS PREPARED BY: CTL THOMPSON, INC.
PHONE: 970-206-9455
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.
SURVEYOR
WILLIAM H. SMITH & ASSOCIATES P.C.
508 W. 66TH STREET
LOVELAND, CO 80538
PHONE: 970-449-4496
CONTACT: LAINE LANDAU
PROJECT TEAM
PROJECT COORDINATES
UTILITY PROVIDERS
UTILITY PROVIDER CONTACT PHONE
Water/Wastewater/SW City of Fort Collins Utilities Glen Schlueter (970) 221-6700
Power City of Fort Collins Light & Power Jim Spalding (970) 416-2772
Natural Gas Xcel Energy Stephanie Rich (970) 225-7828
Telecom Centurylink Bill Johnson (970) 377-6401
Cable Comcast Don Kapperman (970) 567-0245
Note: All utility providers listed hereon is provided as a courtesy. It is the responsibility of the recipient to verify the accuracy and
completeness of the information shown.
NORTHEAST CORNER SECTION 2-7-69
FND 2-1/2 INCH ALUMINUM CAP STAMPED
"CITY OF FORT COLLINS, T8N, R69W, S35/S36/S2/S1,
T7N, R69W, 2010 PLS 17497" IN A RANGE BOX
N 65567.978
E 17585.279
%$6,62)%($5,1*6 6287+
($67$/21*7+(1257+/,1(2)7+(1257+($6748$57(52)
SECTION 2, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., BEING MONUMENTED AS SHOWN ON
THE PLAT OF UNION PLACE SUBDIVISION.
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.
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
CERTIFICATION STATEMENT
DISCLAIMER STATEMENT
SHEET INDEX
GEOTECHNICAL ENGINEERING REPORTS
SCALE: 1"=500'
VICINITY MAP
ARCHITECT
GREG D. FISHER, ARCHITECT PLLC
3115 CLYDE STREET
FORT COLLINS, CO 80524
PHONE: 970-484-8433
CONTACT: GREG FISHER