HomeMy WebLinkAboutBELLA VIRA FILING 2 - MJA/FDP - FDP140001 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSPROJECT SITE
COLORADO
EQUINE RESEARCH
OVERLAND TRAIL
W. ELIZABETH STREET
PRELIMINARY UTILITY PLANS FOR
BELLA VIRA SUBDIVISION FILING TWO
BEING A REPLAT OF TRACT A, BELLA VIRA SUBDIVISION, PART OF THE SOUTHEAST QUARTER
OF SECTION 17, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY
OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
FEBRUARY 2014
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.
KEVIN BRAZELTON, PE #38837 DATE
SCALE: 1"=400'
VICINITY MAP
COVER SHEET
C0.00
BELLA VIRA TOWNHOMES INC.
1313 FAIRWAY FIVE DRIVE
FORT COLLINS, CO 80525
PHONE: 970-690-2662
CONTACT: JOHN MINATTA
UNITED CIVIL DESIGN GROUP, LLC
1501 ACADEMY CT., STE 203
FORT COLLINS, CO 80524
PHONE: 970-530-4044
CONTACT: KEVIN BRAZELTON
LOCKWOOD ARCHITECTS, INC.
415 E. PITKIN STREET
FORT COLLINS, CO 80524
PHONE: 970-493-1023
CONTACT: COURTNEY LOCKWOOD
LOCKWOOD ARCHITECTS, INC.
415 E. PITKIN STREET
FORT COLLINS, CO 80524
PHONE: 970-493-1023
CONTACT: DANA LOCKWOOD
KING SURVEYORS, INC.
650 GARDEN DRIVE
WINDSOR, CO 80550
PHONE: 970-686-5011
CONTACT: LARRY PEPEK
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.
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 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
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.
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.
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
PROPERTY
BOUNDARY (TYP.)
PROPERTY
BOUNDARY (TYP.)
WEST ELIZABETH
IMPROVEMENTS CURRENTLY
UNDER CONSTRUCTION
(SEE NOTE 1)
EXISTING
20' E.A.E.
EXISTING 20'
UTILITY ESMT.
EXISTING 10'
WATERLINE ESMT.
EXIST.
15' U.E.
EXISTING 75'
UNITED STATES ESMT.
107.5' PUBLIC
RIGHT-OF-WAY
EXIST. 9'
UTIL. ESMT.
51' PUBLIC
RIGHT-OF-WAY
EXISTING 8"
SANITARY STUB
(SEE NOTE 1)
EXISTING 8"
WATER STUB
(SEE NOTE 2)
EXISTING 8"
WATER STUB
(SEE NOTE 2)
APPROXIMATE LOCATION OF
EXISTING 36" WATERLINE
EXISTING 12" HDPE
DRAIN PIPE
EXISTING 8" HDPE
DRAIN PIPE
EXISTING HEADWALL
INV. 5113.1 (12" HDPE)
INV. 5112.9 (8" HDPE)
CENTERLINE OF PLEASANT
VALLEY AND LAKE CANAL
OVERLAND TRAIL WIDENING
IMPROVEMENTS CURRENTLY
UNDER CONSTRUCTION
(SEE NOTE 1)
EXISTING 16" WATERLINE
EXISTING 8" WATERLINE
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
EXISTING
OVERHEAD
LIGHT (TYP.)
REMOVE EXISTING FENCE TO
PROPERTY LINE
EXISTING WAPA
N:1452824.62
E:3102165.78
N:1452822.18
E:3102208.89
Lot 7
Lot 1
Lot 2
Lot 6
Lot 5
Lot 4
Lot 3
Lot 12
Lot 11 Lot 8
Lot 13
Lot 15
Lot 14
Lot 16
Lot 17
Lot 10 Lot 9
Lot 25
Lot 24
Lot 23
Lot 22
Lot 21
Lot 20
1
2
2
2
2
1
2
2
3
3 3
3
4
4
4
4
LANDSCAPE WALL
(SEE NOTE 4)
LANDSCAPE SCREEN
WALL AND MONUMENT
SIGN (SEE NOTE 4)
REAR PATIO OR
DECK (TYP.)
(SEE ARCH. PLANS)
LOT LINE
(TYP.)
2' CONCRETE
PAN
SCREEN WALL (SEE
NOTE 4)
LANDSCAPE WALL
(SEE NOTE 4)
LANDSCAPE WALL
(SEE NOTE 4)
SEE SHEET C5.0 FOR
STREET PLAN & PROFILE
REMOVE EXISTING PLUG
TIE-IN TO EXISTING
N=1452815.07
E=3102112.08
SEE NOTE #2
8" 22.5° & 11.25° BEND W/T.B.
N=1452793.14
E=3102113.94
S4°50'16.46"E
22.00'
S36°27'47.02"E
38.89'
8" 11.25° BEND W/T.B.
N=1452761.87
E=3102137.05
S47°27'47.02"E
142.44'
8" 22.5° BEND W/T.B.
N=1452665.57
E=3102242.01
8" 22.5° BEND W/T.B.
N=1452659.62
E=3102256.18
S67°13'05.73"E
15.37'
S89°43'05.73"E
87.38'
8" x 6" SWIVEL TEE W/T.B.
6" GATE VALVE (N)
N=1452659.19
E=3102343.56
FH ASSEMBLY
N=1452671.39
E=3102343.62
FLANGE=5129.19
S89°43'05.73"E
16.39'
8" 45° BEND W/T.B.
N=1452659.11
E=3102359.95
N45°16'54.27"E
27.51'
8" 45° BEND W/T.B.
N=1452678.47
E=3102379.50
N0°16'54.27"E
52.51'
8" 22.5° BEND W/T.B.
N=1452730.97
E=3102379.75
N12°49'44.58"W
120.59'
REMOVE EXISTING PLUG
TIE-IN TO EXISTING
N=1452848.56
E=3102352.98
SEE NOTE #2
8" SANITARY SEWER
(SEE SANITARY SEWER
PLAN & PROFILE C3.01)
5115
5120
5125
5130
5135
5140
5115
5120
5125
5130
5135
5140
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 15+75
51.93 LF 8" PVC @ 0.40% 185.52
LF 8" PVC @ 0.40% 119.76 LF 8"
PVC @ 0.40%
35.80 LF 8" PVC @ 0.40%
57.81 LF 8" PVC @ 0.40%
89.84 LF 8" PVC @ 0.40%
MH A-3
STA: 13+57.21
RIM = 5128.77
DEPTH = 6.67'
INV. IN = 5122.20 (NE)
INV. OUT = 5122.10 (W)
MH A-1
STA: 10+51.93
RIM = 5128.42
DEPTH = 7.74'
INV. IN = 5120.78 (SE)
INV. OUT = 5120.68 (N)
MH A-2
STA: 12+37.46
RIM = 5125.20
DEPTH = 3.68'
INV. IN = 5121.62 (E)
INV. OUT = 5121.52 (NW)
MH A-4
STA: 13+93.01
RIM = 5129.77
DEPTH = 7.43'
INV. IN = 5122.44 (N)
INV. OUT = 5122.34 (SW)
MH A-5
STA: 14+50.82
RIM = 5131.62
DEPTH = 8.95'
INV. IN = 5122.77 (N)
INV. OUT = 5122.67 (S)
MH A-6
STA: 15+40.66
RIM = 5134.57
DEPTH = 11.43'
INV. OUT = 5123.13 (S)
STA: 12+30.57
INV.= 5118.03'
PROP. 10" HDPE STORM
PROPOSED GRADE
EXISTING GROUND
EXMH
5110
5115
5120
5125
5130
5135
5110
5115
5120
5125
5130
5135
EG=5116.0
FG=5115.42
9+50
EG=5116.6
FG=5117.14
10+00
EG=5118.0
FG=5125.47
10+50
EG=5122.2
FG=5126.09
11+00
EG=5127.6
FG=5126.54
11+50
EG=5129.4
FG=5127.54
12+00
49.25 LF 18" HDPE @ 1.00%
79.77 LF 10" HDPE @ 1.50%
33.63 LF 10" HDPE @ 1.50%
10.21 LF 10" HDPE @ 1.50%
45.43 LF 10" HDPE @ 1.50%
INLET 1-7
STA 12+24.84
RIM 5127.6±
INV. IN 5125.00 (E)
INV. OUT 5123.50 (SE)
INLET 1-4
STA 11+35.56
RIM 5126.3±
INV. IN 5122.16 (N)
INV. OUT 5119.02 (SW)
INLET 1-2
STA 10+52.62
RIM 5125.4±
INV. IN 5117.83 (NW)
INV. OUT 5117.63 (S)
SUMP 5113.13
BEND 1-6 (11.25°)
STA 11+79.40
INV. 5122.82
BEND 1-5 (22.5°)
STA 11+69.19
INV. 5122.67
HEADWALL 1
STA 10+00.00
INV. 5117.14
SF SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF SF
Lot 21
Lot 20
Lot 1
Lot 2
Lot 3
Lot 25
Lot 24
Lot 23
Lot 22
Lot 7
Lot 6
Lot 5
Lot 4
Lot 12
Lot 8
Lot 11
Lot 13
Lot 15
Lot 14
Lot 16
Lot 17
Lot 10 Lot 9
ROOF DRAIN
(SEE SHEET C3.02)
STORM LINE 1
(SEE SHEET C3.02)
2' SIDEWALK
CHASE
BIOSWALE WITH
UNDERDRAIN (SEE
DETAILED GRADING
PLAN & DETAILS)
BUILDING 4
BUILDING 3
BUILDING 2
BUILDING 1
BUILDING 5
BUILDING 6
2-FOOT
CONCRETE PAN
2' SIDEWALK
CHASE
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13012 BELLA VIRA\CADD\CP
C4.01-C4.03_DETAILED GRADING P
2/11/2014 8:42:04 AM
SME
DETAILED GRADING PLAN
C4.01
N/A
10'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 10' 20'
SCALE: 1" = 10'
5'
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
CURB & GUTTER
LEGEND
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
SIDEWALK CHASE
STORM SEWER
STORM INLET
RETAINING WALL
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD
PUBLIC AND PRIVATE UTILITIES AS SHOWN
ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
2. EXISTING INFORMATION AS SHOWN ON THIS
PLAN IS PER DESIGN INFORMATION
PROVIDED BY JIM SELL DESIGN AS SHOWN
IN THE PHASE 1 CONSTRUCTION PLANS
ENTITLED "BELLA VIRA SUBDIVISION" AND
DATED DECEMBER 7, 2007. AT THE TIME OF
BUILDING 3
BUILDING 2
Lot 7
Lot 12
Lot 8
Lot 11
Lot 13
Lot 10 Lot 9
LANDSCAPE WALL
TOW=5120.00
PATIO
PATIO
PROVIDE (1)
5" RISER
PROVIDE (3)
7" RISER MAX.
PROVIDE (1)
6" RISER
PROVIDE (1)
5" RISER
PATIO PATIO PATIO
PROVIDE (2) PATIO
RISERS (7" MAX.)
RAMP
LANDSCAPE WALL
TOW=5119.90
LANDSCAPE WALL
TOW=5130.70
PATI
PATIO
REFER TO SHEET C5.00
FOR STREET PLAN & PROFILE
BIOSWALE WITH 4"
PERFORATED UNDERDRAIN
(SEE DETAILS)
END BIOSWALE AND
PERFORATED UNDERDRAIN
INV.=5115.38
(SEE DETAILS)
EXTEND SOLID WALL HDPE
PIPE TO POND @ 1%
MINIMUM SLOPE
28" CONCRETE PAN
VERTICAL CURB
2-FOOT CURB CUT AND
SIDEWALK CHASE
RISERS (7" MAX.)
PROPERTY
BOUNDARY
SEE GRADING
DETAIL 'A'
5' MIN.
END SWALE
DAYLIGHT 4" HDPE PIPE
INV. 5114.76
UTILITY CROSSING
4" UNDERDRAIN INV. 5115.11
12" HDPE T.O.P.=5114.6±
8" HDPE T.O.P.=5114.2±
UTILITY CROSSING
BUILDING 2
BUILDING 1
Lot 7
Lot 6
Lot 10 Lot 9 Lot 8
PROVIDE (1)
5" RISER
PATIO PATIO
PATIO
PATIO
PROVIDE (2)
RISERS (7" MAX.)
RAMP
LANDSCAPE WALL
TOW=5119.90
GRADE BREAK
LANDSCAPE WALL
TOW=5130.70
PATIO
REFER TO SHEET C5.00
FOR STREET PLAN & PROFILE
GRADE BREAK
PRIVACY FENCE (SEE
LANDSCAPE PLANS)
BIOSWALE WITH 4"
PERFORATED UNDERDRAIN
(SEE DETAILS) PROVIDE 4"
CLEANOUT
INV. 5116.75
END BIOSWALE AND
PERFORATED UNDERDRAIN
INV.=5115.38
(SEE DETAILS)
EXTEND SOLID WALL HDPE
PIPE TO POND @ 1%
MINIMUM SLOPE
MATCH EXISTING
SIDEWALK
(SEE NOTE 2)
28" CONCRETE PAN
VERTICAL CURB
2-FOOT CURB CUT AND
SIDEWALK CHASE
LOT LINE (TYP.)
5' MIN.
UTILITY CROSSING
4" UNDERDRAIN INV. 5115.25
36" WATER T.O.P.=5111.2±
(ASSUMED 4.5' FROM
EXISTING GROUND)
RAMP
T T
DRIVE-OVER
CURB & GUTTER
LANDSCAPE WALL
TOW=5121.90
BLOCK 1
HABITAT BUFFER (TYP.)
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible for, or
BUILDING 1
BUILDING 5
BUILDING 6
Lot 1
Lot 2
Lot 5
Lot 4
Lot 3
Lot 25
Lot 24
Lot 23
Lot 22
Lot 21
Lot 20
GRADE BREAK
PATIO
PATIO
PATIO
PATIO
PATIO
PATIO
PATIO
PATIO
PATIO
PATIO
REFER TO SHEET C5.00
FOR STREET PLAN & PROFILE
ROOF DRAINS
SEE SHEET C3.02
PROVIDE (1)
6" RISER
PROVIDE (2)
RISERS (7" MAX.)
LANDSCAPE WALL
TOW=5133.30
PROVIDE (1)
6" RISER
PROVIDE (2)
RISERS (7" MAX.)
LANDSCAPE WALL
TOW=5136.20
MATCH EXISTING
INTERSECTION
(SEE NOTE 2)
MATCH EXISTING
SIDEWALK
MATCH EXISTING
SIDEWALK PRIVACY FENCE AND
MONUMENT SIGN (SEE
LANDSCAPE PLANS)
MATCH EXISTING
SIDEWALK
(SEE NOTE 2)
VERTICAL CURB
& GUTTER
28" CONCRETE PAN
DRIVE-OVER
CURB & GUTTER
2-FOOT
CONCRETE PAN
5115
5120
5125
5130
5135
5140
5115
5120
5125
5130
5135
5140
EG=5129.0
FG=
10+00
EG=5126.7
FG=5128.88
10+50
EG=5126.4
FG=5128.00
11+00
EG=5126.3
FG=5126.99
11+50
EG=5124.3
FG=5126.09
12+00
EG=5120.0
FG=5125.19
12+50
EG=5119.1
FG=5126.39
13+00
EG=5121.2
FG=5128.03
13+50
EG=5126.4
FG=5129.68
14+00
EG=5128.8
FG=5131.32
14+50
EG=5130.5
FG=5132.96
15+00
EG=5132.3
FG=5134.61
15+50
EG=5135.4
FG=
16+00
1.50%
-2.25%
0.50%
2.80%
3.29%
-1.80%
1.50%
-2.25%
0.50%
A1
PROPOSED BIOSWALE
WITH UNDERDRAIN
HABITAT BUFFER (TYP.)
Basin
Design
Point
Area
%I C2 C100
Q2 Q100
(acre) (cfs) (cfs)
A1 A1 0.28 27% 0.45 0.57 0.35 1.55
A2 A2 0.60 35% 0.51 0.64 0.87 3.82
A3 A3 0.46 29% 0.46 0.58 0.60 2.62
A4 A4 0.78 80% 0.86 1.00 1.90 7.73
A5 A5 0.64 69% 0.77 0.96 1.39 6.07
A6 A6 0.32 47% 0.60 0.76 0.56 2.42
OS1 OS1 0.27 2% 0.25 0.31 0.16 0.68
OS2 OS2 0.10 2% 0.25 0.31 0.06 0.27
Onsite
Total
3.44 47% 0.61 0.76 5.67 24.21
19 19 0.35 78% 0.82 1.00 0.82 3.52
23 23 0.06 82% 0.84 1.00 0.15 0.63
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13012 BELLA VIRA\CADD\CP
C6.00_DRAINAGE PLAN.DWG
2/11/2014 8:42:13 AM
KRB
DRAINAGE PLAN
C6.00
N/A
30'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
1. EXISTING UNDERGROUND AND
OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED
3
C7.00 NOT TO SCALE
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)
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
5. All "No Parking" signs shall be installed at 45° from Flow Line.
* *
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
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
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
2' min.
Slope: Minimum
1
4"/ft
Maximum 3"/ft
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13012 BELLA VIRA\CADD\CP
2/11/2014 8:42:43 AM
SME
CONSTRUCTION DETAILS
C7.01
N/A
N/A
1. THE ABOVE PAVEMENT SECTION WAS TAKEN FROM THE CTL THOMPSON
INC. REPORT ENTITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION,
BELLA VIRA TOWNHOMES, ELIZABETH STREET AND OVERLAND TRAIL, FORT
COLLINS, CO", DATED SEPTEMBER 19, 2013, CTL PROJECT NO. FC06266-115.
REFER TO THIS REPORT FOR PERFORMANCE SPECIFICATIONS AND OTHER
RECOMMENDATIONS.
2. CONTRACTOR SHALL NOTE THAT, PER THE REFERENCED GEOTECHNICAL
REPORT, THE ABOVE REFERENCED PAVEMENT SECTION IS PRELIMINARY IN
NATURE AND FOR BIDDING/PLANNING PURPOSES ONLY. CONTRACTOR
SHALL CONTRACT A GEOTECHNICAL ENGINEER TO PROVIDE A FINAL
PAVEMENT SECTION DESIGN AFTER UNDERGROUND UTILITIES ARE
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13012 BELLA VIRA\CADD\CP
2/11/2014 8:42:43 AM
SME
CONSTRUCTION DETAILS
C7.02
N/A
N/A
GENERAL NOTES:
NOT TO SCALE
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
*
DATE REVISED:
APPROVED:
DRAWN BY:
BEDDING REQUIREMENTS
WW-1
NBJ
4/11/11
ALTERNATE BASE
POURED INVERT
PRECAST MANHOLE BASE
SLOPE
1 IN. MIN.
8 IN. MIN.
6 IN.
15 IN. OR LESS 48 IN.
18 IN. TO 30 IN. 60 IN.
OVER 30 INCHES 72 IN.
MIN. MANHOLE
DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-144 REV D
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
DRAIN BASIN WITH STANDARD GRATE
QUICK SPEC INSTALLATION DETAIL
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 1-23-06
DRAWN BY EBC
1-23-06
CJA
5 ADAPTER
ANGLES
VARIABLE 0° - 360°
ACCORDING TO
PLANS
A
18" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
3 VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN ON 8" - 24", 10" MIN ON 30")
4" MIN ON 8" - 24"
6" MIN ON 30"
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
3 VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
4 VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL),
SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
1 - 8" - 30" GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,
WITH THE EXCEPTION OF THE 8" - 15" BRONZE GRATES
2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS
ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS.
SEE DRAWING NO. 7001-110-065
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR
CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE
BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012, 7001-110-013, & 7001-110-014.
6 - GRATES SHALL MEET H-10 LOAD RATING FOR 12" - 24" PED
7 - GRATES SHALL MEET H-20 LOAD RATING FOR 30" PED & 12" - 30" STD & SOLID
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13012 BELLA VIRA\CADD\CP
C7.00_DETAILS.DWG
2/11/2014 8:42:43 AM
SME
CONSTRUCTION DETAILS
C7.04
N/A
N/A
NOT TO SCALE
1
C-7.04
CDOT TYPE R INLET DETAILS
2
C7.04 NOT TO SCALE
NOTES:
1. CONTRACTOR SHALL ALSO INSTALL BIO-SKIRTS FOR THE SNOUT.
21.4737
1.2632
7.5790
12.6315
9.4737
18.9474
16.4211
REMOVABLE WATERTIGHT
ACCESS PORT, 10" OPENING
6.3158
1" PVC ANTI-SIPHON
PIPE ADAPTER
BMP, INC.
53 MT. ARCHER ROAD, LYME, CT. 06371
(800) 504-8008 FAX: (860)434-3195
DESCRIPTION
DRAWING NUMBER
DATE SCALE
24F SNOUT OIL
& DEBRIS STOP
24F
09/20/99 NONE
FRONT SIDE
PLAN
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13012 BELLA VIRA\CADD\CP
C7.00_DETAILS.DWG
2/11/2014 8:42:43 AM
SME
CONSTRUCTION DETAILS
C7.05
N/A
N/A
SF SF
APPROVED:
DATE:
DRAWN BY:
12/27/00
NBJ
APPROVED:
DATE:
DRAWN BY: NBJ
11-29-2000
APPROVED:
DATE:
DRAWN BY:
01/03/01
NBJ
IP ECB
BIO
1
C7.05 NOT TO SCALE
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.
NOTES:
1. CONTRACTOR SHALL PLACE HDPE IMPERVIOUS MEMBRANE ON BOTH SIDES OF BIOSWALE.
2. IMPERVIOUS MEMBRANE NOT REQUIRED FOR EITHER SIDE OF LEVEL SPREADER.
5' MIN. WIDTH
MINIMUM 30-MIL
HDPE IMPERVIOUS
MEMBRANE
MINIMUM 12" THICK
BIORETENTION
SAND MEDIA LAYER
CWA
VEHICLE CONTROL TRACKING PAD
NOT TO SCALE
CONCRETE WASHOUT AREA
NOT TO SCALE
1
C7.06
2
C7.06
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13012 BELLA VIRA\CADD\CP
C7.00_DETAILS.DWG
2/11/2014 8:42:43 AM
SME
CONSTRUCTION DETAILS
C7.06
N/A
N/A
WATTLE INSTALLATION DETAIL
NOT TO SCALE
3
C7.06
VTC
ROCK SOCK
NOT TO SCALE
4
C7.06
S1.00 ABBREVIATIONS, DETAIL REFERENCE KEY & LAPS
S1.01 GENERAL STRUCTURAL NOTES
S2.00 HEADWALL/WINGWALL PLAN &DETAILS
AB ANCHOR BOLT
ACI AMERICAN CONCRETE INSTITUTE
ADDIT. ADDITIONAL
AISC AMERICAN INSTITUTE OF STEEL
CONSTRUCTION, INC
ALT ALTERNATE
ALUM ALUMINUM
ARCH ARCHITECTURAL
ASCE AMERICAN SOCIETY OF CIVIL
ENGINEERS
ASD ALLOWABLE STRESS DESIGN
@ AT
& AND
BLK BLOCK
BLKG BLOCKING
BM. BEAM
BO BOTTOM OF
BOE BOTTOM OF EXCAVATION
BOF BOTTOM OF FOOTING
BOT. BOTTOM
BOW BOTTOM OF WALL
BRG. BEARING
BS BOTH SIDES
BTWN BETWEEN
CJ CONTROL JOINT
CL CENTER LINE
CLMN COLUMN
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CONC CONCRETE
CONN CONNECTION
CONT CONTINUOUS
CONST CONSTRUCTION
COORD COORDINATE
CTR CENTER
DBL DOUBLE
DIA OR Ø DIAMETER
DIM DIMENSIONS
DIST DISTRIBUTED
DL DEAD LOAD
DTL DETAIL
DWG DRAWING
EA EACH
EE EACH END
EF EACH FACE
EJ EXPANSION JOINT
ELEV ELEVATION
EMBED EMBEDMENT
ENGR ENGINEEER
EQ EQUAL
EQUIP EQUIPMENT
EQUIV EQUIVALENT
ES EACH SIDE
EXP. JNT. EXPANSION JOINT
EXT EXTERIOR
EW EACH WAY
FG FINISH GRADE
A.
1. THE FOLLOWING CODES AND STANDARDS INCLUDING ALL SPECIFICATIONS REFERENCED WITHIN SHALL APPLY TO THE DESIGN, CONSTRUCTION, QUALITY
CONTROL, AND SAFETY OF ALL WORK PERFORMED ON THE PROJECT ALONG WITH OSHA REGULATIONS AND ALL AMMENDMENTS ADOPTED BY THE LOCAL
JURISDICTION.
1.1. CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION
1.2. AASHTO STANDARD SPECIFICATIONS FOR BRIDGES, LATEST EDITION.
1.3. ADDITIONAL CODES FOR SPECIFIC MATERIALS SHALL BE FOUND IN THE APPROPRIATE SECTIONS THAT FOLLOW.
B.
1. DESIGN LOADING HEADWALLS
1.1. ALLOWABLE BEARING PRESSURE: 1,500 POUNDS PER SQUARE FOOT
1.2. ACTIVE LATERAL EARTH PRESSURE: 60 POUNDS PER SQUARE FOOT
1.3. PASSIVE EARTH PRESSURE: 300 POUNDS PER SQUARE FOOT
1.4. SLIDING COEFFICIENT: 0.35
1.5. UNIT SOIL WEIGHT: 120 POUNDS PER CUBIC FOOT
2.
1. DIMENSIONS AND LOCATIONS SHOWN ARE BASED ON CIVIL FURNISHED PLANS. ALL DIMENSIONS AND LOCATIONS SHALL BE VERIFIED BY CONTRACTOR PRIOR TO
CONSTRUCTION. ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
2. CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS AND DIMENSIONS THAT MAY AFFECT THE INSTALLATION OF THE STRUCTURE AS SHOWN PRIOR TO
STARTING WORK.
3. THESE DRAWINGS REPRESENT THE COMPLETED PROJECT WHICH HAS BEEN DESIGNED FOR THE WEIGHTS OF MATERIALS INDICATED ON THE DRAWINGS AND
FOR THE SUPERIMPOSED LOADS INDICATED ON THE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALLOWABLE CONSTRUCTION LOADS
AND TO PROVIDE PROPER DESIGN AND CONSTRUCTION OF FALSEWORK, STAGINGS, BRACING, SHEETING, SHORING, ETC.
4. THE DEVELOPMENT AND IMPLEMENTATION OF JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
5. NO STRUCTURAL MEMBERS SHALL BE CUT, NOTCHED, OR OTHERWISE PENETRATED UNLESS SPECIFICALLY APPROVED BY THE ENGINEER IN ADVANCE OR AS
SHOWN ON THE APPROVED DRAWINGS.
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE FOUNDATIONS, FRAMING, AND/OR SUPPORTS FOR ITEMS INDICATED ON CIVIL, ARCHITECTURAL, MECHANICAL,
ELECTRICAL, OR OTHER DRAWINGS.
7. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, DRAWINGS, DETAILS, AND SPECIFICATIONS THE MOST RIGID REQUIREMENTS SHALL GOVERN.
D.
1. ABUTMENTS, WINGWALLS, AND FOUNDATIONS HAVE BEEN DESIGNED PER PRELIMINARY & ASSUMED VALUES FROM CTL THOMPSON AS SHOWN ABOVE. CTL
SHALL PERFORM AN EXCAVATION OBSERVATION AT THE HEADWALL PRIOR TO CONSTRUCTION AND PROVIDE A LETTER CONFIRMING SOIL DESIGN VALUES ARE
ACCEPTABLE PRIOR TO CONSTRUCTION.
E.
1. STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH CDOT STANDARD PLANS, LATEST EDITION, UNO.
2. STRUCTURE BACKFILL FOR THE ABUTMENT AND SIPHON WINGWALLS SHALL BE FREE-DRAINING, GRANULAR, AND CONFORM TO CDOT CLASS I STRUCTURAL
BACKFILL, INSTALLED PER CDOT SPECIFICATIONS SECTION 206.
3. ALL WING WALL FOOTINGS AND BOX CULVERT SLABS SHALL BEAR ON NATIVE SOILS OR WELL COMPACTED FILL, U.N.O. ALL STRUCTURAL FILL SHALL BE PLACED
UNDER THE DIRECTION OF THE PROJECT GEOTECHNICAL ENGINEER.
4. IF THE EXCAVATION BOTTOM EXPOSES WET AND VERY LOOSE MATERIAL, REMOVE AND ADD STABILIZATION MATERIALS IN ACCORDANCE WITH GEOTECHNICAL
ENGINEERS RECOMMENDATIONS.
5. SOIL UNDER ALL STRUCTURES SHOULD BE SCARIFIED, MOISTURE CONDITIONED, AND COMPACTED TO 95% OF STANDARD PROCTOR.
6. THE WATER TABLE SHALL BE KEPT BELOW AND AWAY FROM THE LEVEL OF CONSTRUCTION IN ALL CASES. SOME EXCAVATIONS ARE ANTICIPATED TO
ENCOUNTER SATURATED SOILS AND/OR GROUNDWATER.
7. THE FOUNDATION BEARING SURFACES ARE TO BE KEPT DRY AND STABLE UNTIL THE STRUCTURES ARE COMPLETE AND THE WALL HAVE BEEN BACKFILLED.
8. BACKFILL WALLS AND ABUTMENTS UNIFORMLY ON ALL SIDES UNTIL REACHING FINAL GRADES AND THOROUGHLY COMPACT TO 95% STANDARD PROCTOR AT 2%
OPTIMUM MOISTURE CONTENT. USE ON-SITE SOILS OR IMPORTED MATERIALS AS APPROVED BY SOILS ENGINEER. FILL SHOULD BE PLACED IN MAXIMUM 8 INCH
LIFTS AND BE 3" MINUS. DO NOT BACKFILL WALLS UNTIL ALL CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF 3,000 PSI, WITH A MINIMUM OF 28 DAYS
PRIOR TO BACKFILLING.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES, EXISTING STRUCTURES, ETC., WHETHER OR NOT SHOWN
ON THE DRAWINGS THAT MAY BE AFFECTED BY THE WORK SHOWN.
10. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1-800-922-1987 AT LEAST 2 DAYS PRIOR TO ANY EXCAVATION OR
EARTH WORK.
11. UTILITY LINES SHALL NOT BE PLACED THROUGH OR BELOW FOUNDATIONS WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER.
12. CONTRACTOR TO PROVIDE ALL DEWATERING, TEMPORARY SHORING, AND/OR UNDERPINNING AS NECESSARY TO PROTECT EXISTING AND ADJACENT
STRUCTURES AND AS NECESSARY TO CONSTRUCT THE PROJECT, DESIGN TO BE BY CONTRACTOR OR CONTRACTOR'S ENGINEER.
F.
1. REINFORCED CONCRETE CODES
1.1. AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, LATEST EDITION
1.2. CDOT STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES, LATEST EDITION
1.3. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318” AMERICAN CONCRETE INSTITUTE.
4
S2.00
4
S2.00
HEADWALL/1 WINGWALL PLAN
4 " =1'-0" @ HALF SCALE &
1
2 "=1'-0" @ FULL SCALE
1
4
S2.00
CONTRACTOR TO VERIFY ALL
ELEVATIONS AND PIPE SIZES
PER CIVIL PLANS. NOTIFY
STRUCTURAL ENGINEER OF
ANY DISCREPENCIES
CONTRACTOR TO PREPARE
BASE/SUBGRADE PER SOILS
REPORT
2 HEADWALL/WINGWALL ELEVATION
- 1
4 " =1'-0" @ HALF SCALE &
1
2 "=1'-0" @ FULL SCALE
3 CORNER BAR DETAIL
- 1
4 " =1'-0" @ HALF SCALE &
1
2 "=1'-0" @ FULL SCALE
4 TYPICAL WINGWALL SECTION
- 1
4 " =1'-0" @ HALF SCALE &
1
2 "=1'-0" @ FULL SCALE
S2.00
1.4. "ACI MANUAL OF CONCRETE PRACTICE” - PARTS 1 THROUGH 5.
1.5. "MANUAL OF STANDARD PRACTICE,” CONCRETE REINFORCING STEEL INSTITUTE.
2. REINFORCED CONCRETE MATERIALS
2.1. SUBMIT CONCRETE MIX DESIGNS TO THE ENGINEER AND OBTAIN APPROVAL PRIOR TO PLACEMENT OF ANY CAST-IN-PLACE CONCRETE TO MEET THE
FOLLOWING STRENGTHS:
2.2. STRUCTURAL CONCRETE f'c: 4,500 PSI @ 28 DAYS
2.3. AGGREGATES: ¾” MAX. ASTM C33 (NORMAL WEIGHT)
2.4. CEMENT: ASTM C-150 TYPE I OR II
2.5. W/C RATIO: 0.50 MAX SLUMP: 4” MAX
2.6. AIR: 6% +/- 1.5% FOR EXPOSED CONCRETE, ADMIXTURE TO COMPLY WITH ASTM C260
3. ALL EXPOSED EDGES OF CONCRETE SHALL HAVE 3
4" CHAMFER, U.N.O.
4. EXPANSION JOINT MATERIAL: SHALL MEET AASHTO SPECIFICATION M-213
5. ALL CONCRETE IN CONTACT WITH SOIL SHALL BE SULFATE RESISTING
6. REINFORCING STEEL: DEFORMED BARS, ASTM A615, GRADE 60 EXCEPT TIE BARS TO BE GRADE 40. WELDED BARS TO CONFORM TO ASTM 706.
7. WELDED WIRE FABRIC: ASTM A185 OR A496
8. REINFORCED CONCRETE NOTES:
8.1. COLD WEATHER: MAINTAIN CONCRETE CURING TEMPERATURE ABOVE 50 ºF FOR A MINIMUM OF 3 CONSECUTIVE DAYS.
8.2. PLACE REINFORCEMENT WITH CHAIRS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT AT POSITIONS SHOWN ON DRAWINGS. FORM TIES,
WOOD, BRICK, OR OTHER MATERIALS WILL NOT BE ALLOWED FOR SUPPORT OF REINFORCEMENT.
8.3. REINFORCING AND EMBEDMENT ITEMS SHALL BE FREE OF EXCESSIVE SCALE OR RUST, DIRT, GREASE, OIL, OR ANY OTHER SUBSTANCE THAT WILL IMPAIR
BOND WITH CONCRETE.
8.4. CONSTRUCTION JOINTS NOT SHOWN ON THE PLANS SHALL BE PRE-APPROVED BY THE STRUCTURAL ENGINEER. JOINTS SHALL BE THOROUGHLY CLEANED
AND ROUGHENED PRIOR TO PLACING CONCRETE.
8.5. PROVIDE LAPS LENGTHS AS SHOWN AT ALL SPLICES
8.6. THE FOLLOWING MINIMUM COVER OVER REINFORCING SHALL BE PROVIDED UNLESS DETAILED OTHERWISE:
8.6.1. CONCRETE CAST AGAINST PERMANENTLY EXPOSED EARTH - 3”
8.6.2. CONCRETE EXPOSED TO EARTH OR WEATHER, #5 BAR & SMALLER - 1 1/2”; #6 THROUGH #18 BARS - 2”
G.
1. SHOP DRAWINGS & SUBMITTALS:
1.1. THE CONTRACTOR SHALL CHECK AND STAMP ALL SHOP DRAWINGS PRIOR TO FORWARDING TO THE ENGINEER FOR REVIEW.
1.2. THE CONTRACTOR SHALL PROVIDE 1 ORIGINAL AND 2 PRINTS OF ALL SHOP DRAWINGS AND SUBMITTALS FOR REVIEW INCLUDING BUT NOT LIMITED TO THE
FOLLOWING:
1.2.1. CONCRETE MIX DESIGNS, REINFORCING STEEL, STRUCTURAL STEEL, COLD-FORMED STRUCTURAL STEEL FRAMING
I.
1. ALL SITE SOILS WORK, GRADING, AND FOUNDATION EXCAVATIONS SHALL BE REVIEWED BY THE PROJECT GEOTECHNICAL ENGINEER PRIOR TO PLACING ANY
FORMWORK OR REINFORCING. A LETTER STAMPED BY A REGISTERED PROFESSIONAL ENGINEER STATING THAT DESIGN ALLOWABLE BEARING PRESSURES AND
FOUNDATION SYSTEM ARE ACCEPTABLE AS SHOWN ON THE CONSTRUCTION PLANS SHALL BE SUBMITTED.
2. LETTERS OF CONSTRUCTION COMPLIANCE: THE CONTRACTOR SHALL DETERMINE FROM THE LOCAL BUILDING DEPARTMENT WHETHER ANY LETTERS OF
COMPLIANCE ARE REQUIRED AND NOTIFY THE STRUCTURAL ENGINEER PRIOR TO THE START OF CONSTRUCTION. 48 HOURS ADVANCE NOTICE SHALL BE GIVEN
TO THE STRUCTURAL ENGINEER PRIOR TO REQUIRED INSPECTIONS.
3. INSPECTIONS: AS NORMALLY REQUIRED BY THE LOCAL BUILDING DEPARTMENT ANTICIPATED TO INCLUDE FOOTING AND FOUNDATION INSPECTIONS, CONCRETE
SLAB INSPECTIONS, AND FRAMING INSPECTIONS. REFER TO IBC SECTION 109.
4. SPECIAL INSPECTIONS: TO BE PERFORMED BY THE PROJECT STRUCTURAL ENGINEER AND/OR AN APPROVED SPECIAL INSPECTOR RETAINED BY THE OWNER AS
REQUIRED BY THE BUILDING DEPARTMENT:
STEEL: PERIODIC INSPECTIONS OF ANY WELDED OR HIGH-STRENGTH BOLTED CONNECTIONS. REFER TO IBC SECTION 1704.3.
CONCRETE: PERIODIC INSPECTIONS OF FOOTING AND FOUNDATION WALL FORMWORK, ANCHOR BOLTS AND EMBEDS, AND REINFORCEMENT PLACEMENT
PRIOR TO POURING CONCRETE. DOCUMENTATION SHALL BE PROVIDED SHOWING MIX DESIGN MEETS PROJECT REQUIREMENTS FOR ALL FOUNDATION
CONCRETE. REFER TO IBC SECTION 1704.4.
MASONRY: PERIODIC INSPECTION OF MORTAR PROPORTIONS, REINFORCING, AND GROUTING IN ACCORDANCE WITH IBC SECTION 1704.5, AS APPLICABLE TO
THE PROJECT.
5. OBSERVATIONS: TO BE PERFORMED BY THE PROJECT STRUCTURAL ENGINEER AS REQUIRED BY THE LOCAL BUILDING DEPARTMENT AND IBC SECTION 1709.
PERIODIC OBSERVATIONS OF ALL FOOTINGS AND FOUNDATOIN WALL FORMWORK, REINFORCEMENT PLACEMENT, ANCHOR BOLT PLACEMENT TO VERIFY
WORK IS IN ACCORDANCE WITH PROJECT DRAWINGS. OBSERVATIONS TO BE PERFORMED PRIOR TO CONCRETE PLACEMENT.
PERIODIC OBSERVATIONS OF FRAMING SYSTEMS AND COMPONENTS TO VERIFY WORK IS IN ACCORDANCE WITH PROJECT DRAWINGS. OBSERVATIONS TO
BE PERFORMED WHILE FRAMING IS VISIBLE AND PRIOR TO ENCLOSING.
S1.01
FIN FINISH
FLR FLOOR
FDN FOUNDATION
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FS FAR SIDE
FT OR ' FEET
FTG FOOTING
1ST FIRST
GA GAGE
GALV GALVANIZED
GEOTECH GEOTECHNICAL
GR. BM. GRADE BEAM
HAS HEADED ANCHOR STUD
HORIZ HORIZONTAL
HS HIGH STRENGTH
IBC INTERNATIONAL BUILDING
CODE
ID INSIDE DIAMETER
IN OR " INCHES
INCL INCLUDE OR INCLUDING
INFO INFORMATION
INT INTERIOR
JNT JOINT
JST JOIST
K KIP (1000 POUNDS OF FORCE)
KCF KIP PER CUBIC FOOT
KSF KIP PER SQUARE FOOT
KSI KIP PER SQUARE INCH
LCTN LOCATION
LL LIVE LOAD
LONG LONGITUDINAL
LLV LONG LEG VERTICAL
LRFD LOAD AND RESISTANCE FACTOR
DESIGN
MANUF MANUFACTURER
MAS MASONRY
MATL. MATERIAL
MAX MAXIMUM
MIN MINIMUM
N/A NOT APPLICABLE
NO. OR # NUMBER
NS NEAR SIDE
NTS NOT TO SCALE
OC ON CENTER (SPACING)
OD OUTSIDE DIAMETER
OH OVER HEAD
OPNG OPENING
OPP OPPOSITE
OSHA OCCUPATIONAL HEALTH AND
SAFETY ADMINISTRATION
PC PIECE
P/C PRECAST
LBS POUNDS
PCI POUNDS PER CUBIC INCH
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PLT PLATE
PRES. T. PRESSURE TREATED
PT POINT
P-T POST TENSIONING STEEL
RAD RADIUS
RE: REFERENCE OR REFER TO
REINF REINFORCEMENT
REQ'D REQUIRED
RO ROUGH OPENING
2ND SECOND
SECT SECTION
SHT SHEET
SIM SIMILAR
SOG SLAB ON GRADE
SP SPACES
SPEC SPECIFICATION
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
STIFF STIFFENER
STL STEEL
STRUCT STRUCTURAL OR STRUCTURE
SYM SYMMETRICAL
T&B TOP AND BOTTOM
THK THICK OR THICKNESS
TOB TOP OF BEAM
TO TOP OF
TOC TOP OF CONCRETE
TOF TOP OF FOOTING
TOM TOP OF MASONRY
TOW TOP OF WALL
TR THREADED ROD
TRANS TRANSVERSE
TYP TYPICAL
UNIF UNIFORM
UNO UNLESS NOTED OTHERWISE
USGS UNITED STATES GEOLOGICAL
SURVEY
VERT VERTICAL
VIF VERIFY IN FIELD
W/ WITH
W/O WITHOUT
WWF WELDED WIRE FABRIC
SECTION OR DETAIL REFERENCE
LETTER OR NUMBER
SHEET NUMBER ON WHICH
SECTION IS SHOWN
-
-
SECTION LOOK
DIRECTION
REQUIRED REINFORCING BAR TENSION LAP SPLICE LENGTHS (INCHES)
FOR CONCRETE STRENGTHS OF
4500 PSI
REINFORCEMENT WITH MORE THAN
12 IN. CONCRETE CAST BELOW SPLICE ALL OTHER REINFORCEMENT
CONCRETE COVER CONCRETE COVER
1" 1 1/2" 2" 1" 1 1/2" 2"
#3 14 14 14 12 12 12
#4 19 19 19 14 14 14
#5 27 23 23 21 18 18
#6 38 28 28 29 21 21
#7 61 45 40 47 35 31
#8 ‐ 57 46 ‐ 44 35
#9 ‐ 70 57 ‐ 54 44
#10 ‐ 86 70 ‐ 66 54
S1.00
(SEE NOTES 1-2)
MINIMUM 6" THICK
PEA GRAVEL LAYER
MINIMUM 8" THICK
CDOT AGGREGATE
NO. 4 STORAGE/
FILTRATION LAYER
4" PERFORATED
UNDERDRAIN
UNDISTURBED
EARTH
CONNECT TO
PERFORATED HDPE
UNDERDRAIN WITH 4"
SOLID WALL HDPE PIPE
BACKFILL MATERIAL
FLOW DIRECTION
EXTEND SOLID WALL PIPE TO
POND (SEE GRADING PLAN)
9.4737
8.2105
U.S.PATENT #6126817 ADDITIONAL PATENTS
PENDING
8 - ALL BRONZE GRATES, DROP IN GRATES, & 8" & 10" PED/STD GRATES & SOLID COVERS ARE
RATED FOR LIGHT DUTY APPLICATIONS ONLY
9 - DOME GRATES HAVE NO LOAD RATING
CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
1 2 INTEGRATED DUCTILE IRON
FRAME & GRATE TO
MATCH BASIN O.D.
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13012 BELLA VIRA\CADD\CP
2/11/2014 8:42:43 AM
SME
CONSTRUCTION DETAILS
C7.03
N/A
N/A
PLAN VIEW
SECTION A-A
SECTION B-B
GENERAL NOTES:
B
A
A
B
DETAIL "A"
APPROVED:
DATE:
DRAWN BY: NBJ
12/18/00
APPROVED:
DATE:
DRAWN BY:
1/12/00
SKC
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
DATE REVISED:
APPROVED:
DRAWN BY:
SERVICE WYE DETAIL
WW-9
NBJ
4/11/11
STANDARD CONCRETE NOTES
APPROVED:
DATE:
DRAWN BY:
2/22/05
TDC
NOT TO SCALE
1
C-7.03
DWGSCALE SIZE A 1:SHEET8 1 OF 1 DWG NO.7001-110-211 REV B
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
15 IN DOME GRATE ASSEMBLY
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 3-7-06
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWNEBC BY
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
3-7-06
CJA
APPROX. DRAIN AREA = 115.49 SQ IN
APPROX. WEIGHT WITH FRAME = 47.30 LBS
6.00
2.47
Ø 15.30
Ø 18.83
ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE
QUALITY: MATERIAL SHALL CONFORM TO ASTM A536 GRADE 70-50-05
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT
LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO.
7001-110-230
DUCTILE IRON
.93
NYLOPLAST DRAIN BASIN DETAILS
DWG SIZE A SCALE 1:1 SHEET 1 OF 1 DWG NO. 7001-110-011 REV E
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
8 IN - 30 IN SPECIFICATIONS
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 3-10-00
DRAWN BY CJA
3-10-00
CJA
Section 2721
Engineered Surface Drainage Products
GENERAL
PVC surface drainage inlets shall include the drain basin type as indicated on the contract drawing and referenced within the contract specifications. The ductile
iron grates for each of these fittings are to be considered an integral part of the surface drainage inlet and shall be furnished by the same manufacturer. The
surface drainage inlets shall be as manufactured by Nyloplast, a division of Advanced Drainage Systems, Inc., or prior approved equal.
MATERIALS
The drain basins required for this contract shall be manufactured from PVC pipe stock, utilizing a thermo-molding process to reform the pipe stock to the
specified configuration. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertight connection with the
specified pipe system. This joint tightness shall conform to . The flexible
elastomeric seals shall conform to . The pipe bell spigot shall be joined to the main body of the drain basin or catch basin. The raw material used to
manufacture the pipe stock that is used to manufacture the main body and pipe stubs of the surface drainage inlets shall conform to
.
The grates and frames furnished for all surface drainage inlets shall be ductile iron for sizes 8", 10", 12", 15", 18", 24", and 30" and shall be made specifically
for each basin so as to provide a round bottom flange that closely matches the diameter of the surface drainage inlet. Grates for drain basins shall be capable
of supporting H-20 wheel loading for traffic areas or H-10 loading for pedestrian areas. 12" and 15" square grates will be hinged to the frame using pins. Metal
used in the manufacture of the castings shall conform to . Grate shall be provided painted black.
INSTALLATION
The specified PVC surface drainage inlet shall be installed using conventional flexible pipe backfill materials and procedures. The backfill material shall be
crushed stone or other granular material meeting the requirements of class 2 material as defined in . Bedding and backfill for surface drainage
inlets shall be placed and compacted uniformly in accordance with . The drain basin body will be cut at the time of the final grade. No brick, stone
or concrete block will be required to set the grate to the final grade height. For H-20 load rated installations, a concrete ring will be poured under and around the
grate and frame. The concrete slab must be designed taking into the consideration local soil conditions, traffic loading, and other applicable design factors. For
other installation considerations such as migration of fines, ground water, and soft foundations refer to guidelines.
MINIMUM INSIDE DIAMETER OF
DIAMETER
MANHOLE SHALL BE AS FOLLOWS:
PIPE SIZE
CONCRETE ADJUSTMENT SHIMS
GROUTED INSIDE
ASTM C-478 ECCENTRIC CONE
PRE-FORMED PLASTIC GASKET
ASTM C-478 MANHOLE SECTIONS
GROUT BASE TO BARREL
SECTION ON INSIDE
PRE-FORMED PLASTIC GASKET
CAST-IN-PLACE CONCRETE BASE
16 IN. MAX.
FINISHED GRADE
28 IN. MAX.
24 IN.
SEE TABLE
6 IN.
12 IN.
SLOPE
1 IN./FT.
18 IN.
MAX.
MANHOLE RUNGS
12 IN. O.C.
8 IN. MIN
DATE REVISED:
APPROVED:
DRAWN BY:
STANDARD MANHOLE
WW-3
NBJ
4/11/11
POURED INVERT
1 IN. MIN.
SLOPE
PRECAST MANHOLE BASE
ALTERNATE BASE
6 IN.
8 IN. MIN
8 IN. MIN.
2 IN. MIN.
MIN. MANHOLE
PIPE SIZE
MANHOLE SHALL BE AS FOLLOWS:
MINIMUM INSIDE DIAMETER OF
OVER 30 INCHES
18 IN. TO 30 IN.
15 IN. OR LESS
DIAMETER
72 IN.
60 IN.
48 IN.
PRE-FORMED PLASTIC GASKET
GROUT BASE TO BARREL
SECTION ON INSIDE
PRE-FORMED PLASTIC GASKET
12 IN.
6 IN.
5 FT. MAX.
1 IN./FT.
SLOPE
18 IN. MAX.
MANHOLE RUNGS
12 IN. O.C. AS NEEDED
SEE TABLE
FINISHED GRADE
16 IN. MAX.
28 IN. MAX.
CAST-IN-PLACE CONCRETE BASE
ASTM C-478 MANHOLE SECTIONS
OF CONICAL TOP ASTM C-478
CONCRETE ADJUSTMENT SHIMS
GROUTED INSIDE
NOTE: IF MANHOLE DEPTH IS LESS THAN 3 FEET, TOP
SECTION SHALL HAVE A CONCENTRIC OPENING.
2 IN. MIN.
FLAT SLAB TOP SECTION IN LIEU
DATE REVISED:
APPROVED:
DRAWN BY:
FLAT-TOP MANHOLE
WW-5
NBJ
4/11/11
INSTALLED AND SUBGRADE IS CUT TO ROUGH GRADE.
4" HOT MIX ASPHALT
6" AGGREGATE
BASE COURSE (CLASS 6)
12" TREATED SUBGRADE
(SEE GEOTECHNICAL
REPORT)
NOT TO SCALE
1
C7.01
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
* 12 Gauge
8" CONCRETE
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13012 BELLA VIRA\CADD\CP
2/11/2014 8:42:43 AM
SME
CONSTRUCTION DETAILS
C7.00
N/A
N/A
6"
2"R.
6" 6"
12"
1 1/2"R.
6"
4 1/2"
ONSITE VERTICAL CURB & GUTTER
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
OUT FALL CURB & GUTTER
1"
1'-6"
6"
2"R.
1 1/2"R.
6"
4 1/2"
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
1"
1'-6"
6" 6"
12"
X=2' min. Driveway Width Varies
6"
Lip
FL
Back of curb
Right of Way line
Detached
Sidewalk
NOTE:
1. Concrete driveway must be
provided to the property line.
Refer to Chapter 25 for minimum removal dimensions.
X
Y
W
X
W = Width
t
N.T.S.
SECTION A-A
2"
t
t
X = Curb Transition Length
Y = Parkway Width in Type I Approach
W = Driveway Width (See Drawing 707)
t = Concrete Thickness - minimum 6"
Type I = With Detached Sidewalk
Type II = With Attached Sidewalk
TYPE I TYPE II
A
A
PERSPECTIVE
X=6'-0"
B
B
WALK
Y
t
t
WALK
JOINT
EXPANSION
SECTION B-B
N.T.S.
Ramp if necessary
1:12
max.
Expansion joint if drive
continues as concrete
WALK
6"
12"
BACKGROUND
"P"
RED
WHITE
BLACK
LEGEND, CIRCLE DIAGONAL, BORDER,
"ARROW", "FIRE LANE"
(FORT COLLINS ONLY)
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"
1
C7.00 NOT TO SCALE
1"
2' CONCRETE PAN
2'
6" CONCRETE
2
C7.00 NOT TO SCALE
12'
1.5"
1-3/8"
28'
6" CONCRETE
28" CONCRETE PAN
W
ASPHALT
W W
P.C.
CROSSPAN
THICKENED
ASPHALT
THICKENED
AND WALK
CURB, GUTTER
T = THICKNESS OF CROSSPAN
W = WIDTH OF CROSSPAN
P.C.
*-If subgrade is flyash
treated, use T instead of 2T.
ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER.
2. EXISTING INFORMATION AS SHOWN ON
THIS PLAN IS PER DESIGN INFORMATION
PROVIDED BY JIM SELL DESIGN AS
SHOWN IN THE PHASE 1 CONSTRUCTION
PLANS ENTITLED "BELLA VIRA
SUBDIVISION" AND DATED DECEMBER 7,
2007. AT THE TIME OF THIS SUBMITTAL,
CONSTRUCTION OF THE PHASE 1 BELLA
VIRA IMPROVEMENTS IS NOT YET
COMPLETE. CONTRACTOR SHALL FIELD
VERIFY ACTUAL CONDITIONS AT ALL
INTERFACES WITH PHASE 1
IMPROVEMENTS PRIOR TO THE
COMMENCEMENT OF FILING 2
CONSTRUCTION.
3. REFER TO SECTION 3.4.1 OF THE LAND
USE CODE FOR ALLOWABLE USES
WITHIN THE HABITAT BUFFER ZONE.
4. LANDSCAPING WITHIN THE HABITAT
BUFFER ZONE SHALL CONSIST OF
NATIVE MATERIALS. REFER TO THE
LANDSCAPE PLANS.
6. VEGETATIVE SWALES, THE BIOSWALE,
AND THE SNOUT BMP SHALL BE
MAINTAINED BY THE PROPERTY OWNER
OR HOA AND FOLLOW APPLICABLE
STANDARD OPERATING PROCEDURES
AS SHOWN IN DRAINAGE REPORT FOR
BELLA VIRA SUBDIVISION FILING TWO.
LEGEND
NOTES
D-101
BASIN DESIGNATION
BASIN AREA (ACRE)
2 - YR RUNOFF COEFF.
100 - YR RUNOFF COEFF.
BASIN BOUNDARY
DESIGN POINT
FLOW DIRECTION
0 30' 60'
SCALE: 1" = 30'
15'
2.80%
3.29%
-1.80%
PVI STA = 10+25.50
PVI ELEV = 5128.74
PVI STA = 11+23.11
PVI ELEV = 5127.48
PVI STA = 12+99.75
PVI ELEV = 5126.38
PVI STA = 12+59.25
PVI ELEV = 5125.24
PVI STA = 12+53.23
PVI ELEV = 5125.12
PVI STA = 12+47.20
PVI ELEV = 5125.25
50.0' VC
HIGH PT EL: 5128.89
HIGH PT STA: 10+45.50
PVI STA: 10+50.50
PVI EL: 5129.11
AD: 3.75
K: 13.33
BVCS: 10+25.50
BVCE: 5128.74
EVCS: 10+75.50
EVCE: 5128.55
30.0' VC
PVI STA: 15+79.89
PVI EL: 5135.59
AD: 2.79
K: 10.76
BVCS: 15+64.89
BVCE: 5135.10
EVCS: 15+94.89
EVCE: 5135.67
PROPOSED GRADE
@ ROAD CENTERLINE
EXISTING GROUND
@ ROAD CENTERLINE
PROPOSED GRADE
PER JIM SELL DESIGN
(SEE NOTE 2)
PROPOSED GRADE
PER JIM SELL DESIGN
(SEE NOTE 2)
PROP. 10" HDPE STORM
STA.=12+55.56
INV.= 5118.12
NONE KEVIN
D:\DROPBOX\PROJECTS\U13012 BELLA VIRA\CADD\CP
C5.00_ROAD P&P.DWG
2/11/2014 12:34:58 PM
SME
BELLA VITA WAY & SABATINO LANE
CENTERLINE PLAN & PROFILE
C5.00
3'
30'
0 30' 60'
SCALE: 1" = 30'
15'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
1. SEE SOILS REPORT FOR PAVEMENT
AND SUBGRADE PREPARATION,
DESIGN AND RECOMMENDATIONS.
2. EXISTING INFORMATION AS SHOWN ON
THIS PLAN IS PER DESIGN
INFORMATION PROVIDED BY JIM SELL
DESIGN AS SHOWN IN THE PHASE 1
CONSTRUCTION PLANS ENTITLED
"BELLA VIRA SUBDIVISION" AND DATED
DECEMBER 7, 2007. AT THE TIME OF
THIS SUBMITTAL, CONSTRUCTION OF
THE PHASE 1 BELLA VIRA
IMPROVEMENTS IS NOT YET
COMPLETE. CONTRACTOR SHALL
FIELD VERIFY ACTUAL CONDITIONS AT
ALL INTERFACES WITH PHASE 1
IMPROVEMENTS PRIOR TO THE
COMMENCEMENT OF FILING 2
CONSTRUCTION.
3. SEE SHEET C2.00 FOR SIGNING AND
STRIPING INFORMATION.
4. SEE SHEET C4.01 AND C4.02 FOR
DETAILED GRADING INFORMATION AT
INTERSECTIONS WITH WEST ELIZABETH
STREET.
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
PROPOSED CURB & GUTTER
LEGEND
NOTES
PROVIDE (3)
RISERS (7" MAX.)
PROVIDE (1)
5" RISER
PROVIDE (3)
6" RISERS
LANDSCAPE WALL
TOW=5132.90
PROVIDE (1)
5" RISER
PROVIDE (2)
5" RISERS
LOT LINE (TYP.)
LOT LINE (TYP.)
T
T
T
T
T
T
30' CROWN
TRANSITION
BLOCK 1
2-FOOT CURB CUT AND
SIDEWALK CHASE
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13012 BELLA VIRA\CADD\CP
C4.01-C4.03_DETAILED GRADING P
2/11/2014 8:42:04 AM
SME
DETAILED GRADING PLAN
C4.04
N/A
10'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 10' 20'
SCALE: 1" = 10'
5'
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
CURB & GUTTER
LEGEND
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
SIDEWALK CHASE
STORM SEWER
STORM INLET
RETAINING WALL
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD
PUBLIC AND PRIVATE UTILITIES AS SHOWN
ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
2. EXISTING INFORMATION AS SHOWN ON THIS
PLAN IS PER DESIGN INFORMATION
PROVIDED BY JIM SELL DESIGN AS SHOWN
IN THE PHASE 1 CONSTRUCTION PLANS
ENTITLED "BELLA VIRA SUBDIVISION" AND
DATED DECEMBER 7, 2007. AT THE TIME OF
THIS SUBMITTAL, CONSTRUCTION OF THE
PHASE 1 BELLA VIRA IMPROVEMENTS IS NOT
YET COMPLETE. CONTRACTOR SHALL FIELD
VERIFY ACTUAL CONDITIONS AT ALL
INTERFACES WITH PHASE 1 IMPROVEMENTS
PRIOR TO THE COMMENCEMENT OF FILING 2
CONSTRUCTION.
3. SPOT ELEVATIONS SHOWN ARE TO
FLOWLINE OR EDGE OF WALK UNLESS
OTHERWISE NOTED.
4. ALL DISTURBED AREAS NOT PAVED SHALL
BE REVEGETATED PER THE LANDSCAPE
PLANS.
5. EXCEPT FOR THOSE BUILDING UNITS
DESIGNATED AS "ADA UNITS", ALL UNITS
ARE PROVIDED WITH A 6-INCH RISER FROM
THE FRONT PATIO TO THE FIRST FLOOR
FINISHED FLOOR.
6. REFER TO LANDSCAPE PLANS FOR DETAILS
AND SPECIFICATIONS FOR ALL LANDSCAPE
WALLS. REFER TO ARCHITECTURAL PLANS
FOR DETAILS AND SPECIFICATIONS FOR
STEPS AND HANDRAILS.
7. FINISHED FLOOR ELEVATIONS SHOWN ARE
THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
8. FOR BUIDLINGS 1-4 AND BUILDING 6 THE TOP
OF FOUNDATION IS EQUAL TO THE FINISHED
FLOOR ELEVATION AT THE FRONT OF THE
BUILDING. FOR BUILDING 5 ALL TOP OF
FOUNDATION ELEVATIONS AT THE
PERIMETER OF THE BUILDING ARE EQUAL
TO FINISHED FLOOR. REFER TO AND
COORDINATE WITH THE ARCHITECTURAL
DRAWINGS FOR EACH BUILDNG FOR MORE
INFORMATION. FINISHED GRADE
ELEVATIONS SHOWN ADJACENT TO
BUILDINGS ARE A MINIMUM OF 8-INCHES
BELOW TOP OF FOUNDATION.
9. REFER TO SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE
HABITAT BUFFER ZONE.
10. LANDSCAPING WITHIN THE HABITAT
BUFFER ZONE SHALL CONSIST OF NATIVE
MATERIALS. REFER TO THE LANDSCAPE
PLANS.
KEYMAP
NTS
PROPOSED SPOT
ELEVATION
FF=FINISHED FLOOR
FG=FINISHED GRADE AT
EXTERIOR WALL
TOW=TOP OF WALL
LP=LOW POINT
HP=HIGH POINT
CURB & GUTTER
TRANSITION
T
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13012 BELLA VIRA\CADD\CP
C4.01-C4.03_DETAILED GRADING PLA
2/11/2014 8:42:04 AM
SME
DETAILED GRADING PLAN
C4.03
N/A
10'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 10' 20'
SCALE: 1" = 10'
5'
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
CURB & GUTTER
LEGEND
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
SIDEWALK CHASE
STORM SEWER
STORM INLET
RETAINING WALL
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD
PUBLIC AND PRIVATE UTILITIES AS SHOWN
ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
2. EXISTING INFORMATION AS SHOWN ON THIS
PLAN IS PER DESIGN INFORMATION
PROVIDED BY JIM SELL DESIGN AS SHOWN
IN THE PHASE 1 CONSTRUCTION PLANS
ENTITLED "BELLA VIRA SUBDIVISION" AND
DATED DECEMBER 7, 2007. AT THE TIME OF
THIS SUBMITTAL, CONSTRUCTION OF THE
PHASE 1 BELLA VIRA IMPROVEMENTS IS NOT
YET COMPLETE. CONTRACTOR SHALL FIELD
VERIFY ACTUAL CONDITIONS AT ALL
INTERFACES WITH PHASE 1 IMPROVEMENTS
PRIOR TO THE COMMENCEMENT OF FILING 2
CONSTRUCTION.
3. SPOT ELEVATIONS SHOWN ARE TO
FLOWLINE OR EDGE OF WALK UNLESS
OTHERWISE NOTED.
4. ALL DISTURBED AREAS NOT PAVED SHALL
BE REVEGETATED PER THE LANDSCAPE
PLANS.
5. EXCEPT FOR THOSE BUILDING UNITS
DESIGNATED AS "ADA UNITS", ALL UNITS
ARE PROVIDED WITH A 6-INCH RISER FROM
THE FRONT PATIO TO THE FIRST FLOOR
FINISHED FLOOR.
6. REFER TO LANDSCAPE PLANS FOR DETAILS
AND SPECIFICATIONS FOR ALL LANDSCAPE
WALLS. REFER TO ARCHITECTURAL PLANS
FOR DETAILS AND SPECIFICATIONS FOR
STEPS AND HANDRAILS.
7. FINISHED FLOOR ELEVATIONS SHOWN ARE
THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
8. FOR BUIDLINGS 1-4 AND BUILDING 6 THE TOP
OF FOUNDATION IS EQUAL TO THE FINISHED
FLOOR ELEVATION AT THE FRONT OF THE
BUILDING. FOR BUILDING 5 ALL TOP OF
FOUNDATION ELEVATIONS AT THE
PERIMETER OF THE BUILDING ARE EQUAL
TO FINISHED FLOOR. REFER TO AND
COORDINATE WITH THE ARCHITECTURAL
DRAWINGS FOR EACH BUILDNG FOR MORE
INFORMATION. FINISHED GRADE
ELEVATIONS SHOWN ADJACENT TO
BUILDINGS ARE A MINIMUM OF 8-INCHES
BELOW TOP OF FOUNDATION.
9. REFER TO SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE
HABITAT BUFFER ZONE.
10. LANDSCAPING WITHIN THE HABITAT
BUFFER ZONE SHALL CONSIST OF NATIVE
MATERIALS. REFER TO THE LANDSCAPE
PLANS.
KEYMAP
NTS
PROPOSED SPOT
ELEVATION
FF=FINISHED FLOOR
FG=FINISHED GRADE AT
EXTERIOR WALL
TOW=TOP OF WALL
LP=LOW POINT
HP=HIGH POINT
CURB & GUTTER
TRANSITION
T
4" UNDERDRAIN INV. 5115.25
36" WATER T.O.P.=5111.2±
(ASSUMED 4.5' FROM
EXISTING GROUND)
CONTRACTOR
SHALL NOT CUT
OVER EXISTING
36" WATER MAIN
RAMP
T T
T
T
DRIVE-OVER
CURB & GUTTER
LANDSCAPE WALL
TOW=5121.90
30' CROWN
TRANSITION
30' CROWN
TRANSITION
BLOCK 1
HABITAT BUFFER (TYP.)
LEVEL SPREADER WITH
BIOSWALE MATERIAL
5'
30'
REFER TO STRUCTURAL
PLANS FOR
HEADWALL DETAILS
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13012 BELLA VIRA\CADD\CP
C4.01-C4.03_DETAILED GRADING P
2/11/2014 8:42:04 AM
SME
DETAILED GRADING PLAN
C4.02
N/A
10'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 10' 20'
SCALE: 1" = 10'
5'
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
CURB & GUTTER
LEGEND
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
SIDEWALK CHASE
STORM SEWER
STORM INLET
RETAINING WALL
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD
PUBLIC AND PRIVATE UTILITIES AS SHOWN
ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
2. EXISTING INFORMATION AS SHOWN ON THIS
PLAN IS PER DESIGN INFORMATION
PROVIDED BY JIM SELL DESIGN AS SHOWN
IN THE PHASE 1 CONSTRUCTION PLANS
ENTITLED "BELLA VIRA SUBDIVISION" AND
DATED DECEMBER 7, 2007. AT THE TIME OF
THIS SUBMITTAL, CONSTRUCTION OF THE
PHASE 1 BELLA VIRA IMPROVEMENTS IS NOT
YET COMPLETE. CONTRACTOR SHALL FIELD
VERIFY ACTUAL CONDITIONS AT ALL
INTERFACES WITH PHASE 1 IMPROVEMENTS
PRIOR TO THE COMMENCEMENT OF FILING 2
CONSTRUCTION.
3. SPOT ELEVATIONS SHOWN ARE TO
FLOWLINE OR EDGE OF WALK UNLESS
OTHERWISE NOTED.
4. ALL DISTURBED AREAS NOT PAVED SHALL
BE REVEGETATED PER THE LANDSCAPE
PLANS.
5. EXCEPT FOR THOSE BUILDING UNITS
DESIGNATED AS "ADA UNITS", ALL UNITS
ARE PROVIDED WITH A 6-INCH RISER FROM
THE FRONT PATIO TO THE FIRST FLOOR
FINISHED FLOOR.
6. REFER TO LANDSCAPE PLANS FOR DETAILS
AND SPECIFICATIONS FOR ALL LANDSCAPE
WALLS. REFER TO ARCHITECTURAL PLANS
FOR DETAILS AND SPECIFICATIONS FOR
STEPS AND HANDRAILS.
7. FINISHED FLOOR ELEVATIONS SHOWN ARE
THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
8. FOR BUIDLINGS 1-4 AND BUILDING 6 THE TOP
OF FOUNDATION IS EQUAL TO THE FINISHED
FLOOR ELEVATION AT THE FRONT OF THE
BUILDING. FOR BUILDING 5 ALL TOP OF
FOUNDATION ELEVATIONS AT THE
PERIMETER OF THE BUILDING ARE EQUAL
TO FINISHED FLOOR. REFER TO AND
COORDINATE WITH THE ARCHITECTURAL
DRAWINGS FOR EACH BUILDNG FOR MORE
INFORMATION. FINISHED GRADE
ELEVATIONS SHOWN ADJACENT TO
BUILDINGS ARE A MINIMUM OF 8-INCHES
BELOW TOP OF FOUNDATION.
9. REFER TO SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE
HABITAT BUFFER ZONE.
10. LANDSCAPING WITHIN THE HABITAT
BUFFER ZONE SHALL CONSIST OF NATIVE
MATERIALS. REFER TO THE LANDSCAPE
PLANS.
KEYMAP
NTS
PROPOSED SPOT
ELEVATION
FF=FINISHED FLOOR
FG=FINISHED GRADE AT
EXTERIOR WALL
TOW=TOP OF WALL
LP=LOW POINT
HP=HIGH POINT
CURB & GUTTER
TRANSITION
T
SCALE: 1"=5'
THIS SUBMITTAL, CONSTRUCTION OF THE
PHASE 1 BELLA VIRA IMPROVEMENTS IS NOT
YET COMPLETE. CONTRACTOR SHALL FIELD
VERIFY ACTUAL CONDITIONS AT ALL
INTERFACES WITH PHASE 1 IMPROVEMENTS
PRIOR TO THE COMMENCEMENT OF FILING 2
CONSTRUCTION.
3. SPOT ELEVATIONS SHOWN ARE TO
FLOWLINE OR EDGE OF WALK UNLESS
OTHERWISE NOTED.
4. ALL DISTURBED AREAS NOT PAVED SHALL
BE REVEGETATED PER THE LANDSCAPE
PLANS.
5. EXCEPT FOR THOSE BUILDING UNITS
DESIGNATED AS "ADA UNITS", ALL UNITS
ARE PROVIDED WITH A 6-INCH RISER FROM
THE FRONT PATIO TO THE FIRST FLOOR
FINISHED FLOOR.
6. REFER TO LANDSCAPE PLANS FOR DETAILS
AND SPECIFICATIONS FOR ALL LANDSCAPE
WALLS. REFER TO ARCHITECTURAL PLANS
FOR DETAILS AND SPECIFICATIONS FOR
STEPS AND HANDRAILS.
7. FINISHED FLOOR ELEVATIONS SHOWN ARE
THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
8. FOR BUIDLINGS 1-4 AND BUILDING 6 THE TOP
OF FOUNDATION IS EQUAL TO THE FINISHED
FLOOR ELEVATION AT THE FRONT OF THE
BUILDING. FOR BUILDING 5 ALL TOP OF
FOUNDATION ELEVATIONS AT THE
PERIMETER OF THE BUILDING ARE EQUAL
TO FINISHED FLOOR. REFER TO AND
COORDINATE WITH THE ARCHITECTURAL
DRAWINGS FOR EACH BUILDNG FOR MORE
INFORMATION. FINISHED GRADE
ELEVATIONS SHOWN ADJACENT TO
BUILDINGS ARE A MINIMUM OF 8-INCHES
BELOW TOP OF FOUNDATION.
9. REFER TO SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE
HABITAT BUFFER ZONE.
10. LANDSCAPING WITHIN THE HABITAT
BUFFER ZONE SHALL CONSIST OF NATIVE
MATERIALS. REFER TO THE LANDSCAPE
PLANS.
KEYMAP
NTS
PROPOSED SPOT
ELEVATION
FF=FINISHED FLOOR
FG=FINISHED GRADE AT
EXTERIOR WALL
TOW=TOP OF WALL
LP=LOW POINT
HP=HIGH POINT
CURB & GUTTER
TRANSITION
T
WEST ELIZABETH
IMPROVEMENTS CURRENTLY
UNDER CONSTRUCTION
(SEE NOTE 2)
Lot 18
Lot 19
LEVEL SPREADER
WITH BIOSWALE
MATERIAL
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13012 BELLA VIRA\CADD\CP
C4.00_GRADING & EROSION.DWG
2/11/2014 8:00:36 AM
SME
OVERALL GRADING & EROSION CONTROL PLAN
C4.00
N/A
30'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 30' 60'
SCALE: 1" = 30'
15'
LEGEND
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
STORM SEWER
STORM INLET
RETAINING WALL
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND
PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO
THE BEST INFORMATION AVAILABLE TO THE ENGINEER.
2. EXISTING INFORMATION AS SHOWN ON THIS PLAN IS PER
DESIGN INFORMATION PROVIDED BY JIM SELL DESIGN AS
SHOWN IN THE PHASE 1 CONSTRUCTION PLANS ENTITLED
"BELLA VIRA SUBDIVISION" AND DATED DECEMBER 7, 2007. AT
THE TIME OF THIS SUBMITTAL, CONSTRUCTION OF THE PHASE 1
BELLA VIRA IMPROVEMENTS IS NOT YET COMPLETE.
CONTRACTOR SHALL FIELD VERIFY ACTUAL CONDITIONS AT
ALL INTERFACES WITH PHASE 1 IMPROVEMENTS PRIOR TO THE
COMMENCEMENT OF FILING 2 CONSTRUCTION.
3. REFER TO SHEETS C4.01-C4.04 FOR DETAILED GRADING PLANS.
4. PERMANENT REINFORCEMENT MATS (TRM) SHALL BE NORTH
AMERICAN GREEN VMAX SC250 OR APPROVED EQUAL.
TEMPORARY EROSION CONTROL BLANKETS (ECB) SHALL BE
NORTH AMERICAN GREEN ERONET S75 OR APPROVED EQUAL.
5. REFER TO SECTION 3.4.1 OF THE LAND USE CODE FOR
ALLOWABLE USES WITHIN THE HABITAT BUFFER ZONE.
6. LANDSCAPING WITHIN THE HABITAT BUFFER ZONE SHALL
CONSIST OF NATIVE MATERIALS. REFER TO THE LANDSCAPE
PLANS.
7. VEGETATIVE SWALES, THE BIOSWALE, AND THE SNOUT BMP
SHALL BE MAINTAINED BY THE PROPERTY OWNER OR HOA AND
FOLLOW APPLICABLE STANDARD OPERATING PROCEDURES AS
SHOWN IN DRAINAGE REPORT FOR BELLA VIRA SUBDIVISION
FILING TWO.
SILT FENCE
VEHICLE TRACKING
CONTROL PAD
RIPRAP PAD
WATTLE DIKE
CONCRETE
WASHOUT AREA -
FINAL LOCATION
TO BE DETERMINED
BY CONTRACTOR
SLOPE PROTECTION
(SEE EROSION
CONTROL NOTE 5)
DROP INLET
PROTECTION
TURF
REINFORCEMENT
MAT (SEE NOTE 4)
BIOSWALE
ROCK SOCK
EROSION CONTROL
BLANKETS
(SEE NOTE 10)
1. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE FINAL LANDSCAPE PLAN
FOR DETAILS.
2. REFER TO SHEET C-0.1 FOR STANDARD EROSION AND SEDIMENT CONTROL
CONSTRUCTION PLAN NOTES.
3. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS
SHALL FOLLOW CITY REGULATIONS.
4. IN ADDITION TO THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING, THE
CONTRACTOR SHALL COORDINATE WITH, AND UPDATE AS REQUIRED, THE
STORMWATER MANAGEMENT PLAN (SWMP) FOR THIS PROJECT.
5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE, RUN PERPENDICULAR
TO SLOPE TO INHIBIT RILL/GULLEY EROSION, CONTRACTOR MAY USE OTHER
WINDROW-TYPE METHODS AS APPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT
AS NECESSARY UNTIL LANDSCAPING IS INSTALLED.
6. 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.
7. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE AREAS TO A DEPTH OF
6" AT A RATE OF 3 CUBIC YARDS PER 1000 SQUARE FEET OF AREA -OR- 4" OF LOOSE
TOPSOIL IMPORTED ONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFER
TO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH 12-132.
8. 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 PLS/LBS/ACRE.
9. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BE USED:
PROVIDE 4.5' SUMP AND INSTALL
24F SNOUT WITH BIOSKIRT
(SEE NOTE 9 & DETAILS)
PROPOSED
8" SANITARY
STA.=10+69.52
INV.= 5121.49
2.6'
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED 8" WATER
STA.=10+82.97
T.O.P.= 5120.79
12" MIN.
CONCRETE ENCASE STORM
SEWER JOINTS 10-FEET ON
EITHER SIDE OF WATER
CROSSING (SEE DETAILS)
CONCRETE HEADWALL
(SEE STRUCTURAL DETAILS)
RIPRAP PAD
100-YEAR HGL
PROPOSED ELEC.
STA.=10+20.60
T.O.P.= 5121.2±
PROPOSED ELEC.
STA.=10+93.01
T.O.P.= 5123.3±
APPROX. LOCATION
OF EXIST. 36" WATER
STA.=9+77.59
T.O.P.= 5111.3±
EXISTING 12" AND 8"
HDPE PIPES (SEE NOTE 10)
4.5' MIN.
LEVEL SPREADER
(SEE DETAILS)
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13012 BELLA VIRA\CADD\CP
2/11/2014 8:41:42 AM
SME
STORM SEWER PLAN AND PROFILE
C3.02
3'
30'
0 30' 60'
SCALE: 1" = 30'
15'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
1. EXISTING UNDERGROUND AND
OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED
ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER.
2. ALL STORM SEWER CONSTRUCTION
SHALL BE PER CITY OF FORT COLLINS
STANDARD CONSTRUCTION
SPECIFICATIONS, LATEST EDITION.
3. ALL PIPE LENGTHS ARE FROM CENTER
TO CENTER OF ADJACENT STRUCTURES
UNLESS OTHERWISE NOTED.
4. STORM SEWER MAINS AND ROOF
LEADERS SHOWN ON THESE DRAWINGS
AS HIGH DENSITY POLYETHYLENE
(HDPE) SHALL BE WATERTIGHT ADS-N12
OR APPROVED EQUAL.
5. MAINTAIN 10' HORIZONTAL AND 18"
VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER &
WATER MAINS & SERVICES.
6. CONTRACTOR SHALL COORDINATE
EXACT LOCATIONS OF DOWNSPOUTS
WITH ARCHITECTURAL PLANS.
7. CONTRACTOR SHALL CONNECT TO
DOWNSPOUTS AT THE LOCATIONS
INDICATED WITH A 4-INCH HDPE PIPE.
CONTRACTOR SHALL BURY THE 4" HDPE
ROOF LEADER A MINIMUM OF 30-INCHES
DEEP, RUN THE LEADER AT A MINIMUM
OF 2% SLOPE AND MAKE THE
CONNECTIONS TO THE HDPE STORM
SEWER.
8. ROOF DRAINS TO BE CONNECTED
DIRECTLY TO PROPOSED HDPE STORM
SEWER SHALL BE CONNECTED USING
MANUFACTURED TEES.
9. INLET 1-2 SHALL BE INSTALLED WITH A
24F SNOUT BMP AND BIOSKIRT. SEE
DETAILS FOR MORE INFORMATION.
10.CONTRACTOR SHALL FIELD VERIFY
LOCATION OF EXISTING 12" AND 8" HDPE
PIPES AS SHOWN PRIOR TO
CONSTRUCTION AND SHALL CONCRETE
ENCASE EACH PIPE 10-FEET ON EITHER
SIDE OF SWALE CROSSING.
11.ALL SITE STORM SEWER AS SHOWN ON
THESE DRAWINGS IS PRIVATE.
12.REFER TO SECTION 3.4.1 OF THE LAND
USE CODE FOR ALLOWABLE USES
WITHIN THE HABITAT BUFFER ZONE.
13.LANDSCAPING WITHIN THE HABITAT
BUFFER ZONE SHALL CONSIST OF
NATIVE MATERIALS. REFER TO THE
LANDSCAPE PLANS.
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
LEGEND
NOTES
SANITARY SEWER M.H.
FIRE HYDRANT
STORM DRAIN PIPE
SANITARY SEWER
STORM DRAIN INLET
STORM DRAIN M.H.
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
SANITARY SERVICE
STORM DRAIN INLET
MAPPING
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
W
SS
STORM DRAIN PIPE
SANITARY SEWER M.H.
SANITARY SEWER M.H.
INLET SCHEDULE
INLET ID TYPE
1-2 10' TYPE R (SEE DETAILS)
1-4 & 1-7 15" NYLOPLAST DRAIN BASIN
(OR APPROVED EQUAL (SEE DETAILS)
ROOF DRAIN KEY:
4" ROOF DRAIN
(SEE NOTES 6-8)
RIM = 5128.58
DEPTH = 8.33'
INV. IN = 5120.35 (S)
INV. OUT = 5120.25 (W)
STA: 10+00.00
REMOVE PLUG & CONNECT
TO EXISTING STUB
INV.= 5120.47'
CONTRACTOR TO CONFIRM
ELEVATION & CONTACT
ENGINEER OF ANY
DISCREPANCIES
EX. STUB
2.6'
9+50 10+00
11+00 12+00
13+00
14+00
15+75 15+00
STA:9+50.00
N=1452871.61
E=3102074.41
BEGIN SANITARY
SEWER ALIGNMENT
EX. MH
STA:9+70.37
N=1452852.37
E=3102081.07
STA:10+00.00
REMOVE PLUG & CONNECT
TO EXISTING SANITARY SEWER STUB
N=1452824.37
E=3102090.76
CONTRACTOR TO VERIFY
LOCATION & CONTACT ENGINEERS
OF ANY DISCREPANCIES
SEE NOTE #2
MH A-1
STA:10+51.93
N=1452775.29
E=3102107.76
S19°05'50.97"E 51.93'
S47°23'03.92"E
185.52'
MH A-2
STA:12+37.46
N=1452649.68
E=3102244.29
152°
138°
S89°43'05.73"E 119.76'
MH A-3
STA:13+57.21
N=1452649.09
E=3102364.04
135°
N45°16'54.27"E
35.80'
MH A-4
STA:13+93.01
N=1452674.27
E=3102389.48
135°
N0°16'43.66"E
57.81'
MH A-5
STA:14+50.82
N=1452732.09
E=3102389.76
167°
N12°49'44.58"W 89.84'
MH A-6
STA:15+40.66
N=1452819.69
E=3102369.81
STA:15+75.00
N=1452853.16
E=3102362.18
END SANITARY
SEWER ALIGNMENT
10' WATERLINE EASEMENT
75' UNITED STATES EASEMENT
LOT 25
LOT 24
LOT 23
LOT 22
LOT 1
LOT 2
LOT 3
LOT 7
LOT 6
LOT 5
LOT 4
LOT 12
LOT 8
LOT 11
LOT 13
LOT 15
LOT 14
LOT 16
LOT 17
LOT 10 LOT 9
BLOCK 1
LOT 21
LOT 20
BLOCK 1
LOT 18
LOT 19
SANITARY
CLEANOUT (TYP.)
20' UTILITY
EASEMENT
SANITARY SERVICE TABLE
BLOCK#
-LOT#
1-1
1-2
1-3
1-4
1-5
1-6
1-7
1-8
1-9
1-10
STATION
15+35.66
15+19.51
14+61.13
14+41.20
13+98.63
13+90.06
13+57.21
13+40.21
13+25.72
12+63.68
OFFSET
26.60, R
27.71, R
24.32, R
21.21, R
15.21, R
32.95, R
45.03, R
36.09, R
31.10, R
33.10, R
SANITARY SERVICE TABLE
BLOCK#
-LOT#
1-11
1-12
1-13
1-14
1-15
1-16
1-17
1-18
1-19
1-20
STATION
12+53.68
11+93.94
11+84.11
11+19.72
10+81.05
10+59.95
10+25.89
11+04.24
11+22.64
11+81.03
OFFSET
31.10, R
23.90, R
23.90, R
23.99, R
20.29, R
17.07, R
35.25, R
-33.26, L
-35.28, L
-35.34, L
SANITARY SERVICE TABLE
BLOCK#
-LOT#
1-21
1-22
1-23
1-24
1-25
STATION
11+96.94
14+22.13
14+38.20
15+09.52
15+29.52
OFFSET
-34.35, L
-37.00, L
-35.00, L
-35.79, L
-42.06, L
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13012 BELLA VIRA\CADD\CP
C3.01_SANITARY P&P.DWG
2/11/2014 8:08:32 AM
SME
SANITARY SEWER PLAN & PROFILE
C3.01
3'
30'
0 30' 60'
SCALE: 1" = 30'
15'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
1. EXISTING UNDERGROUND AND
OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED
ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER.
2. EXISTING INFORMATION AS SHOWN ON
THIS PLAN IS PER DESIGN INFORMATION
PROVIDED BY JIM SELL DESIGN AS
SHOWN IN THE PHASE 1 CONSTRUCTION
PLANS ENTITLED "BELLA VIRA
SUBDIVISION" AND DATED DECEMBER 7,
2007. AT THE TIME OF THIS SUBMITTAL,
CONSTRUCTION OF THE PHASE 1 BELLA
VIRA IMPROVEMENTS IS NOT YET
COMPLETE. CONTRACTOR SHALL FIELD
VERIFY ACTUAL CONDITIONS AT ALL
INTERFACES WITH PHASE 1
IMPROVEMENTS PRIOR TO THE
COMMENCEMENT OF FILING 2
CONSTRUCTION.
3. MAINTAIN 10' HORIZONTAL AND 18"
VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER &
WATER MAINS & SERVICES. SHOULD
THE WATER LINE CROSS UNDER EITHER
STORM DRAIN OR SANITARY SEWER,
THE STORM OR SANITARY SHALL BE
CONCRETE ENCASED FOR 10' ON EITHER
SIDE OF THE CROSSING.
4. SANITARY SEWER AND SERVICES SHALL
BE SDR-35 PVC.
5. REFER TO THE UTILITY PLAN (SHEET
C3.00) FOR INFORMATION REGARDING
WATERLINE CONSTRUCTION.
6. REFER TO THE STORM SEWER PLAN AND
PROFILE (SHEET C3.02) FOR
INFORMATION REGARDING STORM
SEWER CONSTRUCTION.
7. SANITARY SERVICE TABLE INFORMATION
IS TO CENTER OF CLEANOUT.
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
LEGEND
NOTES
SANITARY SEWER M.H.
FIRE HYDRANT
STORM DRAIN PIPE
SANITARY SEWER
STORM DRAIN INLET
STORM DRAIN M.H.
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
SANITARY SERVICE
STORM DRAIN INLET
MAPPING
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
W
SS
STORM DRAIN PIPE
SANITARY SEWER M.H.
SANITARY SEWER M.H.
LIGHT POLE
STORM SEWER CROSSING
STORM SEWER INV.=5118.23
TOP WATER=5120.79
STORM SEWER
(SEE STORM SEWER
PLAN & PROFILE C3.02)
10' WATERLINE EASEMENT
75' UNITED STATES EASEMENT
4" UNDER DRAIN
(SEE DETAILED GRADING PLAN)
LIMITS OF
DISTURBED AREA
LOT 25
LOT 24
LOT 23
LOT 22
LOT 21
LOT 20
LOT 7
LOT 1
LOT 2
LOT 6
LOT 5
LOT 4
LOT 3
LOT 12
LOT 8
LOT 11
LOT 13
LOT 15
LOT 14
LOT 16
LOT 17
LOT 10 LOT 9
BLOCK 1
BLOCK 1
LOT 18
LOT 19
WATER CURB STOP (TYP.)
20' UTILITY
EASEMENT
HABITAT
BUFFER (TYP.)
EXISTING 12" HDPE DRAIN
PIPE
EXISTING 8" HDPE DRAIN
PIPE
REMOVE PLUG & CONNECT TO
EXISTING SANITARY SEWER STUB
(SEE SANITARY SEWER
PLAN & PROFILE C3.01)
TRACT C
CITY REGIONAL
DETENTION POND LEVEL SPREADER WITH
BIOSWALE MATERIAL
WATER SERVICE TABLE
BLOCK#
-LOT#
1-1
1-2
1-3
1-4
1-5
1-6
1-7
1-8
1-9
1-10
NORTHING
1452833.71
1452783.67
1452754.94
1452713.33
1452689.83
1452658.87
1452636.98
1452631.35
1452628.88
1452627.41
EASTING
3102381.22
3102399.83
3102398.64
3102403.00
3102402.89
3102394.68
3102388.07
3102360.12
3102322.45
3102286.04
WATER SERVICE TABLE
BLOCK#
-LOT#
1-11
1-12
1-13
1-14
1-15
1-16
1-17
1-18
1-19
1-20
NORTHING
1452633.90
1452658.93
1452683.58
1452705.32
1452734.15
1452770.69
1452807.70
1452775.55
1452734.70
1452724.82
EASTING
3102242.33
3102212.79
3102179.77
3102157.60
3102127.44
3102094.21
3102076.53
3102153.69
3102196.27
3102207.05
WATER SERVICE TABLE
BLOCK#
-LOT#
1-21
1-22
1-23
1-24
1-25
NORTHING
1452685.17
1452693.51
1452733.35
1452768.73
1452819.75
EASTING
3102240.96
3102366.24
3102365.35
3102353.54
3102345.05
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13012 BELLA VIRA\CADD\CP
C3.00_UTILITY PLAN.DWG
2/11/2014 8:02:14 AM
SME
UTILITY PLAN
C3.00
N/A
20'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
2. EXISTING INFORMATION AS SHOWN ON THIS PLAN IS PER DESIGN
INFORMATION PROVIDED BY JIM SELL DESIGN AS SHOWN IN THE PHASE
1 CONSTRUCTION PLANS ENTITLED "BELLA VIRA SUBDIVISION" AND
DATED DECEMBER 7, 2007. AT THE TIME OF THIS SUBMITTAL,
CONSTRUCTION OF THE PHASE 1 BELLA VIRA IMPROVEMENTS IS NOT
YET COMPLETE. CONTRACTOR SHALL FIELD VERIFY ACTUAL
CONDITIONS AT ALL INTERFACES WITH PHASE 1 IMPROVEMENTS PRIOR
TO THE COMMENCEMENT OF FILING 2 CONSTRUCTION.
3. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. SHOULD
THE WATER LINE CROSS UNDER EITHER STORM DRAIN OR SANITARY
SEWER, THE STORM OR SANITARY SHALL BE CONCRETE ENCASED FOR
10' ON EITHER SIDE OF THE CROSSING.
5. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING
AS SHOWN ON THIS DRAWING.
6. THE DRY UTILITIES ARE SHOWN FOR LOCATION AND INTENT ONLY. THE
CONTRACTOR SHALL COORDINATE THE FINAL DESIGN OF THE DRY
UTILITIES WITH THE UTILITY PROVIDERS.
7. WATER MAINS SHALL BE AWWA C-900 PVC. WATER SERVICES SHALL BE
3/4" TYPE K COPPER.
8. WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED
AND ARE NOT TO SCALE.
9. WATER SERVICE TABLE INFORMATION IS TO CENTER OF CURB STOP.
10.WATER METERS TO BE INTERNAL TO EACH UNIT.
11.REFER TO SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE HABITAT BUFFER ZONE.
12.LANDSCAPING WITHIN THE HABITAT BUFFER ZONE SHALL CONSIST OF
NATIVE MATERIALS. REFER TO THE LANDSCAPE PLANS.
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
LEGEND
NOTES
SANITARY SEWER M.H.
FIRE HYDRANT
STORM DRAIN PIPE
SANITARY SEWER
STORM DRAIN INLET
STORM DRAIN M.H.
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
SANITARY SERVICE
STORM DRAIN INLET
MAPPING
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
W
SS
STORM DRAIN PIPE
SANITARY SEWER M.H.
SANITARY SEWER M.H.
GAS LINE
ELECTRIC LINE
LIGHT POLE
0 20' 40'
SCALE: 1" = 20'
10'
MAILBOX PAD
2- CURB CUT
& SIDEWALK
CHASE
2- CURB CUT
& SIDEWALK
CHASE
DRIVE-OVER
CURB & GUTTER
EDGE OF ACCESS, PEDESTRIAN
ACCESS, UTILITY AND
DRAINAGE EASEMENT (TYP.)
LOT LINE (TYP.)
LOT LINE (TYP.)
LOT LINE (TYP.)
BIOSWALE WITH
UNDERDRAIN (SEE
DETAILED GRADING PLAN)
PROPERTY
BOUNDARY (TYP.)
PROPERTY
BOUNDARY (TYP.)
EDGE OF ACCESS, PEDESTRIAN
ACCESS, UTILITY AND
DRAINAGE EASEMENT (TYP.)
WEST ELIZABETH
IMPROVEMENTS CURRENTLY
UNDER CONSTRUCTION
(SEE NOTE 2)
OVERLAND TRAIL WIDENING
IMPROVEMENTS CURRENTLY
UNDER CONSTRUCTION
(SEE NOTE 2)
EDGE OF ACCESS, PEDESTRIAN
ACCESS, UTILITY AND
DRAINAGE EASEMENT (TYP.)
REAR PATIO OR
DECK (TYP.)
(SEE ARCH. PLANS)
LANDSCAPE WALL
(SEE NOTE 4)
LANDSCAPE WALL
(SEE NOTE 4)
LANDSCAPE WALL
(SEE NOTE 4)
LANDSCAPE WALL
(SEE NOTE 4)
LANDSCAPE WALL
(SEE NOTE 4)
4
INLET (SEE
SHEET C3.02)
SEE SHEET C5.0 FOR
STREET PLAN & PROFILE
13.65'
15.02'
15.89'
28.54'
28.54'
43.22'
14.94'
35.75'
35.84'
36.12'
67.59'
EXISTING
20' E.A.E.
16'
EP-EP
10'
EXISTING 20'
UTILITY ESMT.
EXISTING 10'
WATERLINE ESMT.
5'
EXIST.
15' U.E.
EXISTING 75'
UNITED STATES ESMT.
107.5' PUBLIC
RIGHT-OF-WAY
EXIST. 9'
UTILITY ESMT.
EXIST. 9'
UTIL. ESMT.
51' PUBLIC
RIGHT-OF-WAY
12' CONCRETE PAN
7.17'
18' PKG
TO EP
10'
10'
16'
EP-EP
R37'
INLET (SEE
SHEET C3.02)
INLET (SEE SHEET C3.02)
3.75' SIDEWALK
3.75' SIDEWALK
3.75' SIDEWALK
3.75' SIDEWALK
DIRVE-OVER
CURB & GUTTER
DIRVE-OVER
CURB & GUTTER
VERTICAL CURB
& GUTTER
VERTICAL CURB
& GUTTER
VERTICAL CURB
& GUTTER
VERTICAL CURB
& GUTTER
VERTICAL CURB
& GUTTER
VERTICAL CURB
& GUTTER
EXIST. 20'
E.A.E
T
T
T
T
T T
T
T
T
T
T
T
T
T
T
T
4
4
4
4
4
4
HEADWALL (SEE
STRUCTURAL PLANS)
T
T
LANDSCAPE WALL
(SEE NOTE 4)
BUILDING 4
BUILDING 3
BUILDING 2
BUILDING 1
BUILDING 5
BUILDING 6
BLOCK 1
BLOCK 1
(ADA UNIT)
(ADA UNIT) (ADA UNIT)
(ADA UNIT)
Lot 18
Lot 19
HABITAT
BUFFER (TYP.)
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13012 BELLA VIRA\CADD\CP
C2.00_HORIZONTAL CONTROL PLA
2/11/2014 8:41:32 AM
SME
HORIZONTAL CONTROL AND
SIGNING & STRIPING PLAN
C2.00
N/A
20'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
1. FOR BUILDING LAYOUT REFERENCE
ARCHITECTURAL PLANS. LAYOUT AND
DIMENSION INFORMATION SHOWN
REPRESENTS OUTSIDE FACE OF WALL AND IS
SHOWN FOR INFORMATION ONLY.
2. EXISTING INFORMATION AS SHOWN ON THIS
PLAN IS PER DESIGN INFORMATION
PROVIDED BY JIM SELL DESIGN AS SHOWN IN
THE PHASE 1 CONSTRUCTION PLANS
ENTITLED "BELLA VIRA SUBDIVISION" AND
DATED DECEMBER 7, 2007. AT THE TIME OF
THIS SUBMITTAL, CONSTRUCTION OF THE
PHASE 1 BELLA VIRA IMPROVEMENTS IS NOT
YET COMPLETE. CONTRACTOR SHALL FIELD
VERIFY ACTUAL CONDITIONS AT ALL
INTERFACES WITH PHASE 1 IMPROVEMENTS
PRIOR TO THE COMMENCEMENT OF FILING 2
CONSTRUCTION.
3. NOTE THAT SIDEWALKS ALONG OVERLAND
TRAIL AND WEST ELIZABETH STREET
ADJACENT TO THE SITE ARE BEING
INSTALLED WITH PHASE I OF BELLA VIRA
SUBDIVISION BY OTHERS.
4. ALL DIMENSIONS AND LINE AND CURVE
INFORMATION ARE MEASURED TO CURB
FLOW LINE OR EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
5. CONTRACTOR SHALL REFER TO AND
COORDINATE WITH THE APPROVED
LANDSCAPE DRAWINGS FOR ALL LANDSCAPE
AND SITE FEATURES SUCH AS LANDSCAPE
WALLS, SEEDING/SOD, LANDSCAPE ROCK
AND MULCH, ETC.
6. SEE SOILS REPORT FOR PAVEMENT AND
SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
7. CONCRETE SIDEWALKS ADJACENT TO BELLA
VITA WAY AND SABATINO WAY SHALL BE
6-INCH MINIMUM THICKNESS OR AS
REQUIRED PER RECOMMENDATIONS FROM
THE GEOTECHNICAL ENGINEER TO SUPPORT
A 40-TON VEHICLE.
8. ALL SIGNAGE SHALL BE PER CITY OF FORT
COLLINS STANDARDS AND THESE PLANS OR
AS OTHERWISE SPECIFIED IN MUTCD.
9. EPOXY APPLICATIONS SHALL BE APPLIED AS
SPECIFIED IN CDOT STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
10. ALL SURFACES SHALL BE THOROUGHLY
CLEANED PRIOR TO INSTALLATION OF
STRIPING OR MARKINGS.
11. THE DEVELOPER INSTALLING SIGNS SHALL BE
RESPONSIBLE FOR LOCATING AND
PROTECTING ALL UNDERGROUND UTILITIES.
12. SPECIAL CARE SHALL BE TAKEN IN SIGN
LOCATION TO ENSURE AN UNOBSTRUCTED
VIEW OF EACH SIGN.
13. REFER TO SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE
HABITAT BUFFER ZONE.
14. LANDSCAPING WITHIN THE HABITAT BUFFER
ZONE SHALL CONSIST OF NATIVE MATERIALS.
REFER TO THE LANDSCAPE PLANS.
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
LEGEND
NOTES
1 "STOP" SIGN (R1-1)
2 "NO PARKING-FIRE LANE" SIGN
3 4" SOLID WHITE LINE
CONCRETE PAVEMENT
OR SIDEWALK
ASPHALT PAVEMENT
CURB & GUTTER
CURB & GUTTER
TRANSITION
T
4 PAINT CURB RED
REAR PATIO OR DECK
(SEE ARCH. PLANS)
0 20' 40'
SCALE: 1" = 20'
10'
OVERHEAD ELECTRIC
EXISTING 42" WATERLINE
EXISTING 20" WATERLINE
EXISTING 60" WATERLINE
EXISTING ELECTRIC
VAULTS
EXISTING
20' E.A.E.
APPROXIMATE LIMITS OF
DISTURBANCE (TYP.)
/ / / / / / / / / / / / / / / / / /
/ / / / / / / / / /
15' PLEASANT VALLEY
AND LAKE CANAL ESMT.
PROPERTY
BOUNDARY (TYP.)
HABITAT
BUFFER (TYP.)
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
ABANDON/REMOVE EXISTING
WATER SERVICE (SEE NOTE 4)
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13012 BELLA VIRA\CADD\CP
C1.00_EXISTING INFORMATION.DW
2/11/2014 8:41:29 AM
SME
EXISTING INFORMATION PLAN
C1.00
N/A
30'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 30' 60'
SCALE: 1" = 30'
15'
1. EXISTING INFORMATION AS SHOWN ON
THIS PLAN IS PER DESIGN
INFORMATION PROVIDED BY JIM SELL
DESIGN AS SHOWN IN THE PHASE 1
CONSTRUCTION PLANS ENTITLED
"BELLA VIRA SUBDIVISION" AND DATED
DECEMBER 7, 2007. AT THE TIME OF
THIS SUBMITTAL, CONSTRUCTION OF
THE PHASE 1 BELLA VIRA
IMPROVEMENTS IS NOT YET
COMPLETE. CONTRACTOR SHALL
FIELD VERIFY ACTUAL CONDITIONS AT
ALL INTERFACES WITH PHASE 1
IMPROVEMENTS PRIOR TO THE
COMMENCEMENT OF FILING 2
CONSTRUCTION.
2. CONTRACTOR SHALL COORDINATE ALL
CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE
PROPERTY OWNERS TO
BEGINNING ANY CONSTRUCTION
ACTIVITIES.
3. REFER TO SECTION 3.4.1 OF THE LAND
USE CODE FOR ALLOWABLE USES
WITHIN THE HABITAT BUFFER ZONE.
4. THE LOCATION OF THE EXISTING
WATER SERVICE AS SHOWN ON THIS
DRAWING IS APPROXIMATE. THE
CONTRACTOR SHALL HAVE THE
SERVICE LOCATED AND SHALL
REMOVE/ABANDON THE SERVICE PER
FORT COLLINS-LOVELAND WATER
DISTRICT STANDARDS (LATEST
EDITION.)
LEGEND
NOTES
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
MAPPING
CURB AND GUTTER
INTERMEDIATE CONTOUR
INDEX CONTOUR
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
W
SS
STORM DRAIN PIPE
SANITARY SEWER M.H.
STORM SEWER M.H.
WATER VALVE
FIRE HYDRANT
LIGHT POLE
WATER / SANITARY PLUG
WATER METER
WATER VAULT
FENCE
PROPERTY BOUNDARY
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.
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:
CITY OF FORT COLLINS 22-97
ON A MANHOLE BASE NEAR THE WEST RIGHT OF WAY OF OVERLAND TRAIL AND WEST ELIZABETH ST.
ELEVATION=5138.68 (CITY OF FORT COLLINS-NGVD 1929 DATUM UNADJUSTED)
CITY OF FORT COLLINS 32-92
NORTHEAST CORNER OF LAKE ST. AND OVERLAND TRAIL, IN EAST HEADWALL BRIDGE OVER PLEASANT VALLEY AND LAKE CANAL.
ELEVATION=5116.24 (CITY OF FORT COLLINS-NGVD 1929 DATUM UNADJUSTED)
ASSUMING THE EAST LINE OF THE SOUTHEAST 1/4 OF SECTION 17, T.7N., R.69W., AS BEARING N00°16'54"E BEING A GRID BEARING OF THE COLORADO STATE PLANE COORDINATE
SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/2007, A DISTANCE OF 2636.54 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:
-None.
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.
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.
GENERAL AND
CONSTRUCTION NOTES
C0.01
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
PROJECT TEAM
PROJECT COORDINATES
CITY OF FORT COLLINS 22-97
ON A MANHOLE BASE NEAR THE WEST RIGHT OF WAY OF OVERLAND TRAIL AND WEST
ELIZABETH ST.
ELEVATION=5138.68 (CITY OF FORT COLLINS-NGVD 1929 DATUM UNADJUSTED)
CITY OF FORT COLLINS 32-92
NORTHEAST CORNER OF LAKE ST. AND OVERLAND TRAIL, IN EAST HEADWALL BRIDGE
OVER PLEASANT VALLEY AND LAKE CANAL.
ELEVATION=5116.24 (CITY OF FORT COLLINS-NGVD 1929 DATUM UNADJUSTED)
ASSUMING THE EAST LINE OF THE SOUTHEAST 1/4 OF SECTION 17, T.7N., R.69W., AS
BEARING N00°16'54"E BEING A GRID BEARING OF THE COLORADO STATE PLANE
COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/2007, A DISTANCE
OF 2636.54 FEET WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO.
1. ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE
RESPONSIBILITY OF THE RECIPIENT TO VERIFY THE ACCURACY OF THE
COORDINATES AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY
PURPOSES.
Water/Wastewater City of Fort Collins Utilities Roger Buffington (970) 221-6854
Stormwater City of Fort Collins Utilities Glen Schlueter (970) 221-6700
Power City of Fort Collins Light & Power Doug Martine (970) 224-6152
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.
UTILITY PROVIDERS
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
BELLA VIRA TOWNHOMES INC. 02/12/2014
BELLA VIRA SUBDIVISION FILING TWO
26
U13012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
C0.00 COVER SHEET
C0.01 GENERAL AND CONSTRUCTION NOTES
PLAT (FOR REFERENCE ONLY)
C1.00 EXISTING INFORMATION PLAN
C2.00 HORIZONTAL CONTROL AND SIGNING & STRIPING PLAN
C3.00 UTILITY PLAN
C3.01 SANITARY SEWER PLAN & PROFILE
C3.02 STORM SEWER PLAN & PROFILE
C4.00 OVERALL GRADING AND EROSION CONTROL PLAN
C4.01-C4.04 DETAILED GRADING PLANS
C5.00 BELLA VITA WAY & SABATINO LANE CENTERLINE PLAN & PROFILE
C6.00 DRAINAGE PLAN
C7.00-C7.06 CONSTRUCTION DETAILS
S1.00 STRUCTURAL ABBREVIATIONS, DETAIL REFERENCE KEY & LAPS
S1.01 GENERAL STRUCTURAL NOTES
S2.00 HEADWALL, WINGWALL PLAN & DETAILS
SHEET INDEX
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
Mr. Terry W. Farrill, P.E., District Engineer
Mr. Michael D. DiTullio, Manager Date
Date
All changes, addendum, additions, deletions and modifications to these
drawings must be approved in writing, by the Fort Collins - Loveland Water
District and the South Fort Collins Sanitation District.