HomeMy WebLinkAbout215 MATHEWS OFFICE BUILDING - FDP - FDP160008 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSMATTHEWS STREET
PETERSON STREET
WHEDBEE STREET
W. MULBERRY STREET
W. MAGNOLIA STREET
W. OLIVE STREET
W. OAK STREET
RIVERSIDE AVENUE
SMITH STREET
COLLEGE AVENUE
REMINGTON STREET
W. MOUNTAIN STREET
PROJECT SITE
UTILITY PLANS FOR
215 MATHEWS OFFICES
TRACT TWO, OAKPARK P.U.D., LOCATED IN THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP
7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS,
COUNTY OF LARIMER, STATE OF COLORADO
FEBRUARY 2016
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'
CERTIFICATION STATEMENT
DISCLAIMER STATEMENT
VICINITY MAP
OWNER / DEVELOPER
SCOUT LEASING, LLC.
330 S. COLLEGE AVENUE, SUITE 300
FORT COLLINS, CO 80524
CONTACT: TRACY OLDEMEYER
CIVIL ENGINEER
UNITED CIVIL DESIGN GROUP, LLC
1501 ACADEMY CT., STE 203
FORT COLLINS, CO 80524
PHONE: 970-530-4044
CONTACT: KEVIN BRAZELTON
LANDSCAPE ARCHITECT
RUSSELL MILLS STUDIOS
141 SOUTH COLLEGE AVENUE, SUITE 104
FORT COLLINS, CO 80524
PHONE: 970-484-8855
CONTACT: CRAIG RUSSELL
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
SCOUT LEASING, LLC 02/02/16
U15007
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
215 MATHEWS OFFICES
11
NONE LAPTOP-5
C:\UNITED CIVIL\DROPBOX\PROJECTS\U15007 - 215 MATHEWS\CADD\CP
C000_COVER.DWG
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SME
GENERAL & CONSTRUCTION NOTES
C001
N/A
10'
2
TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES
1. All signage and marking is subject to the General Notes on the Cover Sheet of these plans, as well as the traffic signing and marking construction notes listed here.
2. All symbols, including arrows, ONLY's, crosswalks, stop bars, etc. shall be preformed thermoplastic.
3. All signage shall be per local entity standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the developer shall place temporary tabs or tape depicting alignment and placement of the same. Their
placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7. Preformed thermoplastic applications shall be as specified in these plans and/or these standards.
8. Epoxy applications shall be applied as specified in CDOT standard specifications for road and bridge construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer . All discrepancies identified during the field
inspection must be corrected before the two year warranty period will begin.
12. The developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period, the City of Fort Collins Traffic Engineer
reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage
according to the MUTCD or the CDOT M and S standards. All signage and striping shall fall under the requirements of the two year warranty period for new construction
(except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion
control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion
control report.
4. At all times during construction, the developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as
to minimize windblown sediment. The developer shall also be responsible for installing and maintaining all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for
100' PUBLIC
RIGHT-OF-WAY
20' PUBLIC
RIGHT-OF-WAY
EXISTING GAS SERVICE
TO BE REMOVED AND
REPLACED (INSTALLATION
BY PROVIDER)
EXISTING ELECTRIC
AND CABLE SERVICES
4-INCH WATER MAIN
10-INCH SANITARY MAIN
EXISTING PARKING STALLS
TO BE RESTRIPED
(SEE SHEET C200)
EXISTING LOT LINE
EXISTING LOT LINE
EXISTING SHED
TO BE REMOVED
REMOVE EXISTING
TREE (SEE NOTE 7)
EXISTING SANITARY SEWER
SERVICE TO BE REMOVED
(SEE NOTE 11)
EXISTING POSTS
TO BE REMOVED
EXISTING WATER SERVICE
TO BE REMOVED
EXISTING TREE (SEE NOTE 9)
TO BE REMOVED
(SEE NOTE 7)
REMOVE EXISTING DRIVEWAY,
CURB & GUTTER
SAWCUT AND REMOVE EXISTING
ASPHALT PAVEMENT (SEE NOTE 3 &
COORDINATE W/ UTILITY INSTALLATION)
SAWCUT AND REMOVE EXISTING
ASPHALT PAVEMENT (SEE NOTE 3 &
COORDINATE W/ UTILITY INSTALLATION)
EXISTING "PARKING" SIGN
TO BE RELOCATED
REMOVE EXISTING FENCES
REMOVE
EXISTING
FENCE
REMOVE EXISTING
CONCRETE CURB
AND GUTTER (TYP.)
REMOVE EXISTING
CONCRETE SIDEWALK (TYP.)
PROPERTY CORNER
N:1456590.63
E:3119073.24
PROPERTY CORNER
N:1456640.63
E:3119073.21
REMOVE EXISTING FENCE
SAWCUT AND REMOVE
EXISTING ASPHALT PAVEMENT
(SEE NOTE 3)
9 8 7 6 5 4 3 2 1
BUILDING CORNER
N:1456635.71
E:3119063.63
PROPERTY LINE
BUILDING OVERHANG
PROPERTY LINE
BIORETENTION PLANTER
BOX #3 (SEE DETAILS)
BIORETENTION PLANTER
BOX #2 (SEE DETAILS)
BIORETENTION PLANTER
BOX #1 (SEE DETAILS)
2' CONCRETE PAN
2' CURB CUT
2' SIDEWALK
CHASE
2' SIDEWALK
CHASE
PROPOSED
TRANSFORMER
TRASH ENCLOSURE
(SEE ARCH. PLANS)
SCORED AND COLORED CONCRETE
(SEE LANDSCAPE PLANS)
EXTEND GUTTER TO
BUILDING EDGE
(SEE DETAILS)
9'
2' TYP.
17.77' TYP.
9' 9' 9' 9' 9' 10.75'
BUILDING COLUMN (TYP.)
BICYCLE PARKING
5' SIDEWALK
PROPOSED PAVEMENT PATCH
(COORDINATE W/ UTILITY INSTALLATION
RESTRIPE AS SHOWN)
100' PUBLIC
RIGHT-OF-WAY
20' PUBLIC
RIGHT-OF-WAY
GATE TO GARAGE
(SEE ARCH. PLANS)
PROPOSED BUILDING
GARAGE TRELLIS
(SEE ARCH. PLANS)
GARAGE TRELLIS
(SEE ARCH. PLANS)
PROPOSED SWALE BUILDING CORNER
N:1456595.54
E:3119063.66
RECONSTRUCT EXISTING
CURB AND GUTTER
(SEE NOTE 7)
CONNECT TO
EXISTING SIDEWALK
CONNECT TO
EXISTING SIDEWALK
8.2'
4 2 1
3
9 8 7 6 5
CONNECT TO 4" WATER MAIN
W/ 4"x4" TAPPING SLEEVE
W/ T.B. AND G.V. (W)
N:1456611.84
E:3119098.41
CONNECT TO 4" WATER MAIN
W/ TAPPING SADDLE
N:1456608.84
E:3119098.35
1" WATER METER & SERVICE
N:1456608.72 (CENTER)
E:3119088.86 (CENTER)
(UPSIZE TO 1.5" SERVICE
5' DOWNSTREAM OF METER)
S
F
W
E G
T
S
PROPOSED BUILDING
ROOF OVERHANG (TYP.)
ROOF OVERHANG (TYP.)
4-INCH WATER MAIN
CONNECT TO
BLDG SERVICES
(SEE NOTE 3)
PROPERTY LINE
PROPOSED
TRANSFORMER
(SEE NOTE 15)
TRASH ENCLOSURE
(SEE ARCH. PLANS)
BIORETENTION PLANTER BOX #1
W/ UNDERDRAIN (SEE DETAILS)
BUILDING OVERHANG
PROPERTY LINE
BIORETENTION PLANTER BOX #3
W/ UNDERDRAIN (SEE DETAILS)
BIORETENTION PLANTER BOX #2
W/ UNDERDRAIN (SEE DETAILS)
PROPOSED SWALE
FIRE DEPARTMENT
CONNECTION (FDC)
CONNECT TO EXISTING
4-INCH SANITARY SERVICE
,19
(SEE NOTE 17)
114.6 LF OF 4" PVC @ 2.0%
CONNECT TO BLDG
GAS METER
(SEE NOTE 3 & 16)
PROPOSED GAS SERVICE
(SEE NOTE 16)
100' PUBLIC
RIGHT-OF-WAY
20' PUBLIC
9 8 7 6 5 4 3 2 1
PROPOSED BUILDING
PROPERTY LINE
BIORETENTION PLANTER
BOX #3 (SEE DETAILS) BIORETENTION PLANTER
BOX #2 (SEE DETAILS)
BIORETENTION PLANTER
BOX #1 (SEE DETAILS)
2' CONCRETE PAN
PROPOSED TRANSFORMER
PAD EL. = 82.35
TRASH ENCLOSURE
(SEE ARCH. PLANS)
BUILDING COLUMN (TYP.)
1.5' CURB AND
GUTTER (TYP.)
100' PUBLIC
RIGHT-OF-WAY
20' PUBLIC
RIGHT-OF-WAY
PROPERTY LINE
APPROXIMATE LIMITS OF
DISTURBANCE (SEE NOTE 6)
PROPERTY CORNER
N:1456590.63
E:3119073.24
PROPERTY CORNER
N:1456640.63
E:3119073.21
EXTEND GUTTER TO
BUILDING EDGE
(SEE DETAILS)
6" VERTICAL
CURB
GRADE BREAK
PROPOSED SWALE
2'(w) x 6"(h) KNOCKOUT
IN BUILDING WALL
(SEE ARCH. PLANS)
GRADE TO BE FLAT AT 81.15
AT GARAGE DOOR
MATCH EXISTING GROUND @ 3:1 MAX
SLOPE FROM PROPERTY LINE
TEMPORARY
CONSTRUCTION
EASEMENT
MATCH EXISTING
PAVEMENT
TRANSITION TO
EXISTING PAVEMENT
TRANSITION TO
EXISTING PAVEMENT
PEDESTRIAN ACCESS
RAMP (SEE DETAILS)
TRANSITION TO INFLOW
CURB & GUTTER
REFER TO GRADING DETAIL 'C'
REFER TO GRADING DETAIL 'D'
REFER TO GRADING DETAIL 'B'
REFER TO GRADING DETAIL 'A'
9 8 7 6 5 4 3 2 1
B1
B2
A1
A2
A3
PROPOSED BUILDING
2' CONCRETE PAN 2' CURB CHASE
2' SIDEWALK
CHASE
2' SIDEWALK
CHASE
PROPOSED
TRANSFORMER
TRASH ENCLOSURE
(SEE ARCH. PLANS)
100' PUBLIC
RIGHT-OF-WAY
20' PUBLIC
RIGHT-OF-WAY
PROPERTY LINE 3' ROOF OVERHANG (TYP.)
BIORETENTION PLANTER
BOX #1 W/ UNDERDRAIN
BIORETENTION PLANTER PROPERTY LINE
BOX #3 W/ UNDERDRAIN
PROPOSED SWALE
PROPOSED LANDSCAPE WALL
PROPERTY CORNER
N:1456590.63
E:3119073.24
PROPERTY CORNER
N:1456640.63
E:3119073.21
2' CURB CUT
KNOCKOUT IN BUILDING
WALL (SEE ARCH. PLANS)
2' CURB CHASE
NORTH SWALE SECTION
SOUTH SWALE SECTION
BIORETENTION PLANTER
BOX#2 W/ UNDERDRAIN
NORTH SWALE SECTION SOUTH SWALE SECTION
Q100 + 33%
=1.01 CFS
1.5"
WSEL WSEL
PROPOSED GRADE
PROPOSED GRADE
Q100 + 33%
=1.02 CFS
3"
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
SCOUT LEASING, LLC 02/02/16
U15007
PRELIMINARY
VERTICAL CURB
R1'
R1'
4'
5'
VERTICAL CURB & GUTTER
TO MATCH EXISTING CURB
(APPROXIMATELY 8" CURB)
TRUNCATED DOMES
RAMP
11.15'
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
SCOUT LEASING, LLC 02/02/16
U15007
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
215 MATHEWS OFFICES
11
NONE LAPTOP-5
C:\UNITED CIVIL\DROPBOX\PROJECTS\U15007 - 215 MATHEWS\CADD\CP
C600_DETAILS.DWG
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CONSTRUCTION DETAILS
C600
N/A
N/A
8
6"
2"R.
2"
6" Varies
12"
1 1/2"R.
2'-6"
6"
4 1/2"
VERTICAL
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
NOTE:
1. CURB AND GUTTER ALONG MATTHEWS STREET SHALL BE RECONSTRUCTED USING THE EXISTING
CURB SECTION INCLUDING EDGE OF PAVEMENT LOCATION, DEPTH OF GUTTER AND HEIGHT OF
CURB. CONTRACTOR SHALL SPECIFICALLY NOTE THAT THE EXISTING CURB HEIGHT MAY NOT
MEET CURRENT CITY STANDARDS. REFER THE GRADING PLAN FOR MORE INFORMATION.
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
SCOUT LEASING, LLC 02/02/16
U15007
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
215 MATHEWS OFFICES
11
NONE LAPTOP-5
C:\UNITED CIVIL\DROPBOX\PROJECTS\U15007 - 215 MATHEWS\CADD\CP
C600_DETAILS.DWG
1/28/2016 9:46:42 AM
SME
CONSTRUCTION DETAILS
C601
N/A
N/A
9
DATE REVISED:
APPROVED:
DRAWN BY:
BEDDING REQUIREMENTS
NBJ WW-1
4/11/11
DATE REVISED:
APPROVED:
DRAWN BY:
SERVICE WYE DETAIL
WW-9
NBJ
4/11/11
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
DATE REVISED:
APPROVED:
DRAWN BY:
TRAFFIC RATED CLEANOUT
WW-15
NBJ
4/11/11
4' MIN.
3" 6" MIN.
FINISHED GRADE
SANITARY SEWER SERVICE
FINISHED FLOOR
MINIMUM 12" THICK BIORETENTION
SAND MEDIA LAYER PER CITY SPEC.
MINIMUM 6" THICK PEA GRAVEL LAYER
MINIMUM 8" THICK CDOT AGGREGATE
NO. 4 STORAGE/FILTRATION LAYER
MINIMUM 30-MIL HDPE
IMPERVIOUS MEMBRANE
BUILDING DOWNSPOUT
METAL PLANTER BOX
(SEE ARCH. PLANS)
9" PONDING
3"
6" PERFORATED UNDERDRAIN
THROUGH PLANTER BOX
NTS
WIDTH SECTION
WIDTH
6" PERFORATED UNDERDRAIN
@0.5% THROUGH PLANTER BOX
DOWNSTREAM SWALE
9" PONDING
3"
METAL PLANTER BOX
(SEE ARCH. PLANS)
EMERGENCY OVERFLOW
(3"x 2.5' NOTCH)
MINIMUM 30-MIL HDPE
IMPERVIOUS MEMBRANE
NTS
LENGTH SECTION
LENGTH
TOP OF BIORENTENTION MATERIAL
(SEE TABLE)
2.5'
3"
EMERGENCY OVERFLOW
NOTCH DETAIL
WIDTH
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
SCOUT LEASING, LLC 02/02/16
U15007
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
215 MATHEWS OFFICES
11
NONE LAPTOP-5
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
SCOUT LEASING, LLC 02/02/16
U15007
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
215 MATHEWS OFFICES
11
NONE LAPTOP-5
C:\UNITED CIVIL\DROPBOX\PROJECTS\U15007 - 215 MATHEWS\CADD\CP
C600_DETAILS.DWG
1/28/2016 9:46:42 AM
SME
CONSTRUCTION DETAILS
C603
N/A
N/A
11
APPROVED:
DATE:
DRAWN BY:
12/27/00
NBJ
ROCK SOCK
NOT TO SCALE
1
C6.02
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
SF
C:\UNITED CIVIL\DROPBOX\PROJECTS\U15007 - 215 MATHEWS\CADD\CP
C600_DETAILS.DWG
1/28/2016 9:46:42 AM
SME
CONSTRUCTION DETAILS
C602
N/A
N/A
10
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
APPROVED:
DATE:
DRAWN BY:
1/12/00
SKC
PLAN
A
A
C
B B
C
1/28/09
TDC
APPROVED:
DATE:
DRAWN BY:
SECTION A-A
SECTION B-B
SECTION C-C DETAIL 1
12/26/00
NBJ
APPROVED:
DATE:
DRAWN BY:
STANDARD CONCRETE NOTES
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF ACI 318, ACI 304,
AND ACI 315.
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS WITH
4%-6% ENTRAINED AIR AND TYPE II CEMENT UNLESS NOTED OTHERWISE.
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED
OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC
UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B". ALL HOOKS SHALL BE STANDARD
UNLESS NOTED OTHERWISE.
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS
SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH = 3"
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER = 2"
#5 AND SMALLER AND WWF = 1 1/2"
CONCRETE NOT EXPOSED TO WEATHER NOR CAST AGAINST EARTH:
SLAB AND WALL = 3/4"
BEAMS AND COLUMNS = 1 1/2"
A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS NOTED
OTHERWISE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.
HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAT THE
ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR
EMBEDDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING
REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS.
USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER ICBO AND
MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.
2.
3.
5.
6.
7.
4.
CITY OF FORT COLLINS
UTILITIES
STORMWATER
CONSTRUCTION DETAILS
DRAWN BY:
DATE:
APPROVED: DETAIL
2/22/05
TDC
STANDARD CONCRETE NOTES
D-41
BIORETENTION PLANTER DETAILS
NOT TO SCALE
1
C602
PLANTER BOX TABLE
PLANTER
BOX # LENGTH* WIDTH*
LOCATION OF
EMERGENCY
OVERFLOW
UPSTREAM
UNDERDRAIN
INVERT
TOP OF
BIORETENTION
SOIL ELEVATION
1 12'-0" 4'-6" NORTH SIDE 4979.48 4981.65
2 12'-0" 4'-6" SOUTH SIDE 4979.48 4981.65
3 10'-4 3/4" 4'-6" EAST SIDE 4981.33 4983.50
* LENGTH AND WIDTH ARE EXTERNAL PLANTER DIMENSIONS
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDOT #67
INSULATION BOARD (SEE NOTE 1)
NOTES:
1. USE 3-INCH THICK STYROFOAM BRAND HIGH LOAD 60 INSULATION
BOARD (OR APPROVED EQUAL) WITH A MINIMUM INSULATION
R-VALUE 15 AND COMPRESSIVE STRENGTH OF 60 PSI.
2. INSULATION BOARD SHALL BE USED WHERE SANITARY SEWER
SERVICE COVER IS LESS THAN 4-FEET.
SANITARY SERVICE INSULATION DETAIL
NOT TO SCALE
1
C601
SECTION A-A
A A
N.T.S.
6"
2'
6" FL
12" (Water & Sewer)
If this section is less than
4' of existing asphalt/concrete,
it must be removed and replaced.
Edge of Pavement or
Lip of Existing Gutter
Compacted
Lifts of Suitable
Materials
(See Note 9 below for Storm.)
4" (min.)
6" (max.)
Trench Width
Varies
2'
(min.)
Bedding Material
Undisturbed Soil
Utility Conduit
New Asphalt/Concrete
Clean Road Base
Existing Road Base
6" Full Depth Asphalt or
X/Y Composite Section
NOTES:
1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the
Local Entity Engineer.
2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight
edge.
3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for
backfill material.
4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe.
5. Use a #4 rebar at centers along the perimeter of concrete replacement sections.
6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements.
7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched.
8. In concrete roadways, a minimum of one entire concrete panel must be replaced.
9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of
unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe.
See
Note
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO CLOSER
THAN 6 INCHES FROM FLOW LINE AS SHOWN.
2. MINIMUM CONCRETE THICKNESS IS 6 INCHES.
3. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES.
4. PEDESTRIAN LANDING AREA REQUIRED 4 FT LENGTH X 4 FT WIDTH, MAX SLOPE IN ANY DIRECTION IS 1:50 OR 1
4" PER
FOOT.
5. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES.
6. DETECTABLE WARNING IS TO EXTEND FULL WIDTH OF THE RAMP AND BE A MINIMUM OF 2.0' IN THE DIRECTION OF
TRAVEL. MATERIAL TO BE APPROVED BY LOCAL ENGINEER.
NOTES:
PEDESTRIAN ACCESS RAMP DETAIL
NOT TO SCALE
1
C600
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
CRITERIA FOR SINGLE POST
$OO1R3DUNLQJVLJQVVKDOOEHLQVWDOOHGDWIURP)ORZ/LQH
* *
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)
2' - 3'
FROM F
Street Curb
See Figure 16-1
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND
GRADE. SIGN MOUNTED TO POST WITH 1 EACH
DRIVE RIVET WITH NYLON WASHER AGAINST SIGN
FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE
SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM
NYLON WASHERS (NYLON WASHER AGAINST SIGN
FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT
ON THE BACK SIDE OF POST.
L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
WITH 4 EACH DRIVE
RIVETS WITH
NYLON WASHERS
* 12 Gauge
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: Minumum
1
4"/ft
Maximum 3"/ft
NOTES:
1. THE ABOVE PAVEMENT SECTIONS WERE TAKEN FROM THE SOILOGIC REPORT ENTITLED
"ADDENDUM #1 TO GEOTECHNICAL SUBSURFACE EXPLORATION REPORT - PROPOSED OFFICE
BUILDING", DATED APRIL 15, 2015, SOILOGIC PROJECT NO. 15-1056. REFER TO THIS REPORT
FOR PERFORMANCE SPECIFICATIONS AND OTHER RECOMMENDATIONS.
2. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS
REGARDING THE TRASH PAD STRUCTURAL DESIGN.
3. NOTE THAT THE REFERENCED GEOTECHNICAL REPORT RECOMMENDS OVEREXCAVATION AND
BACKFILL AT THE SITE. REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION
REGARDING LOCATIONS AND DEPTHS OF RECOMMENDED OVEREXCAVATION.
NOT TO SCALE
6" PORTLAND
CEMENT CONCRETE
APPROVED SUBGRADE
(SEE GEOTECHNICAL
REPORT)
5" PORTLAND
CEMENT CONCRETE
APPROVED SUBGRADE
(SEE GEOTECHNICAL
REPORT)
2
C600
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)
ONSITE 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"
Extend curb to building
wall for curb located within
the parking structure
5 3/8"
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
215 MATHEWS OFFICES
11
NONE LAPTOP-5
C:\UNITED CIVIL\DROPBOX\PROJECTS\U15007 - 215 MATHEWS\CADD\CP
C500_DRAINAGE PLAN.DWG
1/28/2016 3:44:51 PM
SME
DRAINAGE PLAN
C500
N/A
10'
7
0 10' 20'
SCALE: 1" = 10'
5'
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO
THE BEST INFORMATION AVAILABLE TO THE ENGINEER.
2. VEGETATIVE SWALES AND THE BIORETENTION PLANTERS SHALL BE MAINTAINED BY THE PROPERTY OWNER AND FOLLOW
APPLICABLE STANDARD OPERATING PROCEDURES AS SHOWN IN DEVELOPMENT AGREEMENT FOR 215 MATTHEWS
STREET OFFICES.
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
EXISTING CONCRETE
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT STRIPING
EXISTING WATER
EXISTING SANITARY
EXISTING OVERHEAD ELECTRIC
EXISTING CABLE TV
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
BASIN DESIGNATION
BASIN AREA (ACRE)
2 - YR RUNOFF COEFF.
100 - YR RUNOFF COEFF.
BASIN BOUNDARY
DESIGN POINT
FLOW DIRECTION
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING BUILDING
EXISTING PROPERTY LINE
EXISTING RIGHT-OF-WAY
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
DRAINAGE SUMMARY
Basin Design Point
Area
%I C2 C100
Q2 Q100
(acre) (cfs) (cfs)
Existing Basins
EX-1 EX-1 0.16 31% 0.47 0.59 0.22 0.95
Proposed Basins
A1 A1 0.02 48% 0.61 0.77 0.04 0.17
A2 A2 0.03 90% 0.95 1.00 0.08 0.29
A3 A3 0.03 90% 0.95 1.00 0.08 0.29
B1 B1 0.02 48% 0.61 0.77 0.04 0.17
B2 B2 0.03 90% 0.95 1.00 0.08 0.29
B3 B3 0.03 90% 0.95 1.00 0.08 0.28
OS1 OS1 0.04 20% 0.39 0.49 0.04 0.18
2' CURB CHASE
(SEE DETAILS)
2' SIDEWALK CHASE
(SEE DETAILS)
MATCH EXISTING
SIDEWALK
MATCH EXISTING SIDEWALK
2' CURB CHASE
(SEE DETAILS)
PROTECT EXISTING
ELECTRIC
2' SIDEWALK CHASE
(SEE DETAILS)
2' CURB CUT
LANDSCAPE WALL
(SEE LANDSCAPE PLANS)
TOP OF WALL = 81.50
PROTECT EXISTING
COLUMN
9
STEP DOWN INTO
TRASH ENCLOSURE
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
SCOUT LEASING, LLC 02/02/16
U15007
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
215 MATHEWS OFFICES
11
NONE LAPTOP-5
C:\UNITED CIVIL\DROPBOX\PROJECTS\U15007 - 215 MATHEWS\CADD\CP
C400_GRADING-EROSION PLAN.DWG
1/28/2016 3:02:14 PM
SME
GRADING & EROSION CONTROL PLAN
C400
N/A
10'
6
0 10' 20'
SCALE: 1" = 10'
5'
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO
THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2. SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF WALK UNLESS OTHERWISE NOTED.
3. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE LANDSCAPE PLANS.
4. NOTE THAT THE FINISHED FLOOR ELEVATION AS SHOWN ON THIS DRAWING CORRESPONDS TO ELEVATION 100'-0" AS
SHOWN ON THE ARCHITECTURAL PLANS.
5. THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE
100-YEAR STORM.
6. APPROXIMATE TOTAL DISTURBED AREA IS 8,910 SQUARE FEET.
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
EXISTING CONCRETE
EXISTING BUILDING
EXISTING PROPERTY LINE
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT STRIPING
EXISTING WATER
EXISTING SANITARY
EXISTING OVERHEAD ELECTRIC
EXISTING CABLE TV
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
PROPOSED SLOPE
PROPOSED SPOT ELEVATION
FF=FINISHED FLOOR
FG=FINISHED GRADE
HP=HIGH POINT
EOP=EDGE OF PAVEMENT
TBC=TOP BACK OF CURB
TOW=TOP OF WALL
EXISTING GRADE
CURB & GUTTER
SILT FENCE
ROCK SOCK
EXISTING CONTOUR
PROPOSED CONTOUR
OUTFALL CURB & GUTTER
T CURB & GUTTER TRANSITION
EXISTING RIGHT-OF-WAY
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
GRADING DETAIL "B" GRADING DETAIL "C" GRADING DETAIL "D"
SCALE: 1"=5' SCALE: 1"=5' SCALE: 1"=5'
GRADING DETAIL "A"
SCALE: 1"=5'
RIGHT-OF-WAY
9' UTILITY EASEMENT
(BY SEPARATE DOC.)
8' UTILITY EASEMENT
(BY SEPARATE DOC.)
PROPERTY CORNER
N:1456590.63
E:3119073.24
PROPERTY CORNER
N:1456640.63
E:3119073.21
DRAINAGE EASEMENT
(SEE SHEET C200)
DRAINAGE EASEMENT
(SEE SHEET C200)
DRAINAGE EASEMENT
(SEE SHEET C200)
CURB STOP
PROPOSED LANDSCAPE WALL
PHONE, DATA & CABLE SERVICE
(SEE NOTES 12-13)
ELECTRIC SERVICE
(SEE NOTE 14)
CONNECT TO BUILDING
TELECOM SERVICE
(SEE NOTES 3, 11-13)
CONNECT TO BUILDING
ELECTRIC SERVICE
(SEE NOTES 3 & 14)
EXTENSION TO, AND
CONNECTION WITH,
LOCAL NETWORK
BY UTILITY PROVIDER
INSULATION BOARD OVER
SEWER SERVICE (SEE NOTE 18)
1
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
SCOUT LEASING, LLC 02/02/16
U15007
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
215 MATHEWS OFFICES
11
NONE LAPTOP-5
C:\UNITED CIVIL\DROPBOX\PROJECTS\U15007 - 215 MATHEWS\CADD\CP
C300_UTILITY PLAN.DWG
1/28/2016 3:02:28 PM
SME
UTILITY PLAN
C300
N/A
10'
5
0 10' 20'
SCALE: 1" = 10'
5'
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO
THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE
CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO MINIMIZE
SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES.
3. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE.
EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE
COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS.
4. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING.
5. WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALL WATER AND SEWER CONSTRUCTION
SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
6. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS &
SERVICES.
8. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
9. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.
10. FIRE SERVICES SHALL BE AWWA C-900 PVC. 1-1/2" AND 2" WATER SERVICES MAY BE EITHER TYPE K COPPER OR SDR 9
HDPE PIPE WITH A PRESSURE RATING OF 200 PSI.
11. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS
ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY
COMPANY.
12. PHONE AND INTERNET SERVICE TO BE PROVIDED BY CENTURYLINK COMMUNICATIONS. TELEVISION SERVICE TO BE
PROVIDED BY COMCAST CABLE. (1) 2" CONDUIT SHALL BE PROVIDED FOR COMCAST AND (1) 4" CONDUIT FOR
CENTURYLINK IN A JOINT TRENCH AS SHOWN. THE PROVIDER SHALL MAKE THE CONNECTION TO THE LOCAL NETWORK
AND PULL ALL CABLE WITHIN THE CONDUIT.
13. ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE AND INTERNET SHALL BE EQUIPPED WITH PULL TAPE
AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY.
14. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER AND
PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO THE TRANSFORMER. THE COST OF THE
PRIMARY LINE, TRANSFORMER, AND INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING
SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
15. ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER WITH
APPROVED ARCHITECTURAL PLANS.
16. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICE AND THE METER. THE COST OF
ALL THE MAIN AND SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
17. THE EXISTING SANITARY SEWER SERVICE LOCATION (HORIZONTAL AND VERTICAL) IS APPROXIMATE. CONTRACTOR
SHALL LOCATE THE EXISTING SERVICE TO BE CONNECTED TO AND CONTACT THE ENGINEER IMMEDIATELY IF A
DISCREPANCY SHOULD EXIST BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS.
18. INSULATION BOARD SHALL BE PLACED OVER SANITARY SEWER SERVICE WHERE COVER IS LESS THAN 4-FEET. REFER TO
THE DETAILS FOR MORE INFORMATION.
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
EXISTING CONCRETE
EXISTING BUILDING
EXISTING PROPERTY LINE
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT STRIPING
EXISTING WATER
EXISTING SANITARY
EXISTING OVERHEAD ELECTRIC
EXISTING CABLE TV
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
PROPOSED GAS SERVICE
PROPOSED FIRE SERVICE
PROPOSED WATER SERVICE
PROPOSED SANITARY SERVICE
EXISTING RIGHT-OF-WAY
PROPOSED TELEPHONE SERVICE
PROPOSED CABLE TV SERVICE
PROPOSED ELECTRIC SERVICE
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
SANITARY SERVICE KEY:
4"x4" WYE
CONNECT TO 4" BLDG
SANITARY SERVICE
(SEE NOTE 3)
%(1':75$)),&
RATED CLEANOUT
350 GALLON SAND/OIL
INTERCEPTOR
N: 1456618.78 (CENTER)
E: 3119038.43 (CENTER)
INV. IN=4977.37
INV. OUT=4977.21
(SEE MECH. PLANS FOR
INTERCEPTOR DETAILS)
10.33'
9'
8'
PROPOSED 4" WHITE STRIPING (TYP.)
SCORED AND COLORED
CONCRETE (SEE
LANDSCAPE PLANS)
3' ROOF OVERHANG (TYP.)
3' ROOF OVERHANG (TYP.)
10.62'
10.62'
8'
9'
9'
8' UTILITY EASEMENT
(BY SEPARATE DOC.)
PROPOSED LANDSCAPE WALL
(SEE GRADING PLAN AND
LANDSCAPE PLANS)
9' UTILITY EASEMENT
(BY SEPARATE DOC.)
PROPERTY CORNER
N:1456590.63
E:3119073.24
PROPERTY CORNER
N:1456640.63
E:3119073.21
6
(
50.00'
1
(
140.00'
1
:
50.00'
6
:
140.00'
RELOCATED "PARKING" SIGN
DRAINAGE EASEMENT
(SEE NOTE 8)
DRAINAGE EASEMENT
(SEE NOTE 8)
PLACE BREAK IN
CURB FOR GATE
2' CURB CHASE
DRAINAGE
EASEMENT
(SEE NOTE 8)
BICYCLE PARKING
2' CURB CHASE
PEDESTRIAN ACCESS RAMP
(SEE DETAILS)
(1) VAN ACCESSIBLE
PARKING STALL
(STRIPING & SIGNAGE
PER DETAILS)
L1
C1
C2
L2
C3
L3
C4
L4
L5
L6
C5
L8
Line Table
LINE
L1
L2
L3
L4
L5
L6
L7
L8
LENGTH
12.67'
3.42'
0.50'
22.17'
100.58'
20.33'
114.08'
1.92'
BEARING
6
(
1
:
6
:
6
(
6
:
1
:
6
:
6
(
Curve Table
CURVE
C1
C2
C3
C4
C5
DELTA
RADIUS
2.00'
2.00'
5.00'
5.00'
5.00'
LENGTH
3.10'
3.10'
7.85'
7.85'
7.85'
BEARING
6
(
1
(
1
:
6
:
6
:
CHORD
2.80'
2.80'
7.07'
7.07'
7.07'
WROUGHT IRON FENCING
(SEE ARCH. PLANS)
L7
PROPOSED 4" WHITE
STRIPING (TYP.)
TEMPORARY CONSTRUCTION EASEMENT
(BY SEPARATE DOCUMENT)
1.5' CURB AND
GUTTER (TYP.)
TRANSITION CURB
TO MATCH EXISTING
PAVEMENT
TRANSITION CURB
TO MATCH EXISTING
GRADE
9.58'
4.92'
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
SCOUT LEASING, LLC 02/02/16
U15007
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
215 MATHEWS OFFICES
11
NONE LAPTOP-5
C:\UNITED CIVIL\DROPBOX\PROJECTS\U15007 - 215 MATHEWS\CADD\CP
C200_HC-PAVEMENT PLAN.DWG
1/28/2016 2:52:22 PM
SME
HORIZONTAL CONTROL PLAN
C200
N/A
10'
4
0 10' 20'
SCALE: 1" = 10'
5'
LEGEND
NOTES
1. FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN
REPRESENTS OUTSIDE FACE OF WALL AND IS SHOWN FOR INFORMATION ONLY.
2. ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED LANDSCAPE DRAWINGS FOR ALL LANDSCAPE
AND SITE FEATURES SUCH AS BIKE RACKS, TRASH RECEPTACLES, LANDSCAPE WALL CONSTRUCTION DETAILS, COLORED
AND SCORED CONCRETE, LANDSCAPE ROCK AND MULCH, ETC.
4. ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH TRUNCATED DOME WARNING DETECTION
SYSTEMS PER LARIMER COUNTY URBAN AREA STREET STANDARD DETAILS.
5. CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS NOTED OTHERWISE.
6. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION ARE TO BE DETERMINED IN THE FIELD BY THE CITY
ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
7. CURB AND GUTTER ALONG MATTHEWS STREET TO BE RECONSTRUCTED SHALL BE RECONSTRUCTED USING THE
EXISTING CURB SECTION INCLUDING EDGE OF PAVEMENT LOCATION, DEPTH OF GUTTER AND HEIGHT OF CURB
(APPROXIMATELY 8"). CONTRACTOR SHALL SPECIFICALLY NOTE THAT THE EXISTING CURB HEIGHT MAY NOT MEET
CURRENT CITY STANDARDS. REFER TO THE GRADING PLAN FOR MORE INFORMATION.
8. EACH PLANTER BOX TO BE LOCATED WITHIN A DRAINAGE EASEMENT DEDICATED BY SEPARATE DOCUMENT AS FOLLOWS:
PLANTER BOX #1 - 4.5'(W) x 12'(L) x 25' (H)
PLANTER BOX #2 - 4.5'(W) x 12'(L) x 25' (H)
PLANTER BOX #3 - 4.5'(W) x 10'-3.75"(L) x 25' (H)
NOTE THAT THE HEIGHT OF THE EASEMENT IS DUE TO THE BUILDING OVERHANG WHICH HAS A MINIMUM HEIGHT OF 29'
FROM FINISHED FLOOR TO THE BOTTOM OF THE EAVE.
9. ALL PAVING AREAS NOT DESIGNATED AS "HEAVY DUTY" SHALL CONSIST OF LIGHT DUTY PAVEMENT. SEE THE
GEOTECHNICAL REPORT AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION.
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
EXISTING CONCRETE
EXISTING BUILDING
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT STRIPING
EXISTING WATER
EXISTING SANITARY
EXISTING OVERHEAD ELECTRIC
EXISTING CABLE TV
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
PROPOSED CONCRETE
PAVEMENT OR SIDEWALK
PROPOSED CURB & GUTTER
PROPOSED ASPHALT PATCH
PROPOSED BUILDING
HEAVY DUTY PAVEMENT
(SEE NOTE 9)
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
SCOUT LEASING, LLC 02/02/16
U15007
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
215 MATHEWS OFFICES
11
NONE LAPTOP-5
C:\UNITED CIVIL\DROPBOX\PROJECTS\U15007 - 215 MATHEWS\CADD\CP
C100_EXISTING & REMOVAL PLAN.DW
1/28/2016 1:45:47 PM
SME
EXISTING INFORMATION
& REMOVAL PLAN
C100
N/A
10'
3
0 10' 20'
SCALE: 1" = 10'
5'
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO
THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE
CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR
FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.
3. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION ARE TO BE DETERMINED IN THE FIELD BY THE CITY
ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
4. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
5. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY
OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
6. CONTRACTOR SHALL COORDINATE REMOVALS ASSOCIATED WITH THE EXISTING BUILDING WITH THE ARCHITECTURAL
DRAWINGS.
7. COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES AND OTHER PLANTINGS SHOWN ON THIS
DEMOLITION PLAN WITH THE LANDSCAPE DRAWINGS. TREE REMOVAL SHALL BE BY A BUSINESS HOLDING A CURRENT
CITY OF FORT COLLINS ARBORIST LICENSE AND ON THE CITY BID LIST. A FREE PERMIT MUST BE OBTAINED FROM THE
CITY FORESTER BEFORE TREES ARE REMOVED.
8. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY
PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
9. CONTRACTOR SHALL COORDINATE WITH WATER UTILITIES (970-416-2165) ON THE ABANDONMENT/REMOVAL OF THE
EXISTING 3/4-INCH WATER SERVICE.
10. THE REMOVAL OF UTILITY SERVICES FOR GAS AND WATER SERVICES SHALL BE REMOVED ENTIRELY TO THE ORIGINATING
UTILITY MAIN PER CURRENT STANDARDS AND/OR REQUIREMENTS OF THE APPROPRIATE UTILITY COMPANY.
11. THE EXISTING SANITARY SEWER SERVICE LOCATION IS APPROXIMATE. CONTRACTOR SHALL LOCATE AND REMOVE THE
SERVICE AS SHOWN TO THE PROPERTY LINE. EXISTING SERVICE TO REMAIN TO BE CONNECTED WITH THE PROPOSED
SANITARY SEWER SERVICE (SEE SHEET C300).
SAWCUT LINE
REMOVE EXISTING
GRAVEL
LIMITS OF DISTURBANCE
REMOVE EXISTING SANITARY
REMOVE EXISTING
STRUCTURE (SEE NOTE 6)
REMOVE EXISTING WATER
REMOVE EXISTING ELECTRIC
REMOVE EXISTING GAS
REMOVE EXISTING
CONCRETE PAVEMENT
OR SIDEWALK
TREE REMOVAL (SEE NOTE 7)
EXISTING CURB & GUTTER
EXISTING CONCRETE
EXISTING BUILDING
EXISTING PROPERTY LINE
EXISTING RIGHT-OF-WAY
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT STRIPING
EXISTING WATER
EXISTING SANITARY
EXISTING OVERHEAD ELECTRIC
EXISTING CABLE TV
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
EXISTING CONTOUR
REMOVE EXISTING
ASPHALT
REMOVE EXISTING FENCE
EXISTING IMPERVIOUS AREAS
COVER TYPE AREA (SF)
ROOF 1,321
CONCRETE 703
GRAVEL 627
LANDSCAPE 4,349
TOTAL IMPERVIOUS AREA 2,651
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (striping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking
along land contours until mulch, vegetation, or other permanent erosion control BMPS are installed. No soils in areas outside project street rights-of-way shall remain
exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed,
unless otherwise approved by the city/county.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
A. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the
continued performance of their intended function.
B. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
C. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the developer shall be responsible for the cleanup and removal of all sediment and debris from all drainage
infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure
streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any
waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt
fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The storm water volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the
maintenance over to the city/county or Homeowners Association (HOA).
13. City ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water
from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary
waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with
any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty
(50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of
prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The developer shall implement whatever measures are
determined necessary, as directed by the city/county.
16. A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to personal vehicles exiting existing roadways. No
earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutter or roadway as a ramp to access temporary stockpiles, staging areas, construction materials,
concrete washout areas, and/or building sites.
CITY OF FORT COLLINS WATERLINE NOTES
1. Water mains shall be DIP with polywrap or PVC with tracer wire.
2. Water mains shall be installed with 4.5 to 5.5 feet of cover unless otherwise approved.
3. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be
SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend
up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25.
LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED APRIL 1, 2007
GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the Standards and Specifications set forth in the Larimer County Urban Area
Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most
restrictive standard shall apply. All work shall be inspected and approved by the local entity.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the local entity engineer. Use of these plans after the
expiration date will require a new review and approval process by the local entity prior to commencement of any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the local entity, as beneficiary of said engineer's work,
for any errors and omissions contained in these plans, and approval of these plans by the local entity engineer shall not relieve the engineer who has prepared these
plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the local entity, and its officers and
employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans.
5. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the local entity standards and
specifications current at the date of approval of the plans by the local entity engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the developer to
verify the existence and location of all underground utilities along the route of the work before commencing new construction. The developer shall be responsible for
unknown underground utilities.
7. The developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to
have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative.
Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the developer to relocate all existing utilities that
conflict with the proposed improvements shown on these plans.
8. The developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the developer shall coordinate with the engineer to modify the design.
Design modification(s) must be approved by the local entity prior to beginning construction.
10. The developer shall coordinate and cooperate with the local entity, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with
a minimum disruption of service. The developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the
utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the developer notifies the utility provider. Notification shall be a
minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to
commencement of any work.
12. The developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be
constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is4.5 feet and the maximum is 5.5 fee 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 City of Fort Collins, 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 entitled "215 Matthews Street Offices" prepared by United Civil Design Group LLC, and dated
February 2, 2016 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.
GENERAL NOTES (CONTINUED)
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:
PROJECT DATUM: NAVD 88.
BENCHMARK #1: CITY OF FORT COLLINS 6-00
ON A CATCH BASIN AT THE NORTHWEST CORNER OF MULBERRY STREET AND COLLEGE AVENUE.
ELEVATION=4993.85
BENCHMARK #2: CITY OF FORT COLLINS 29-97
NORTHEAST CORNER OF MULBERRY STREET AND WHEDBEE STREET, ON A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION=4978.01
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.18'.
BASIS OF BEARINGS:
$6680,1*7+(1257+/,1(2)7+(3523(57<$6%($5,1*1257+
($67%(,1*$*5,'%($5,1*2)7+(&2/25$'267$7(3/$1(&225',1$7(6<67(01257+
ZONE, NORTH AMERICAN DATUM 1983/2007, A DISTANCE OF 140.00 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.
STREET IMPROVEMENTS NOTES
1. All street construction is subject to the General Notes on the Cover Sheet of these plans as well as the street improvements notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed engineer, must be submitted to the local entity engineer for approval, prior to any street
construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to
placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean
construction joint. The developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be
allowed unless approved by the local entity engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been
inspected and approved by the local entity engineer.
5. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be
documented by the inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, reconstruction and repair. The finished
patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the local entity engineer. All overlay work shall
be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in MUTCD (including Colorado supplement) and as per the right-of-way
work permit traffic control plan.
8. The developer is required to perform a gutter water flow test in the presence of the local entity inspector and prior to installation of asphalt. Gutters that hold more than
inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is
proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base
material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. And a single axle weight of at least 18,000 lbs. With pneumatic tires
inflated to not less than 90 P.S.I.G. "proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. any portion of the subgrade or base material which exhibits
excessive pumping or deformation, as determined by the local entity engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding
surface. The local entity engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be performed in the presence of an inspector.
STORM DRAINAGE NOTES
1. All street, sanitary sewer, storm sewer and water construction shall conform to City Standards and Specifications current at date of execution of the Development
Agreement pertaining to this development. Any construction occurring three years after the execution of the development agreement shall require re-examination of the
plans by the Director who may require that they be made to conform to standards and specifications current at that time.
2. The type, size, location, and number of all known underground utilities are approximate as shown on the drawings. It shall be the responsibility of the contractor to verify
the existence and location of all underground utilities along the route of the work. Before commencing new construction, the contractor shall be responsible for locating
unknown underground utilities.
3. These plans have been reviewed by the City for concept only. The review does not imply responsibility by the reviewing department, the City Engineer, or the City for
accuracy or correctness of the calculations. Furthermore, the review does not imply that the quantities of the 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 City for additional quantities of items shown that may be required during the
construction phase.
4. Prior to the commencement of any construction, the contractor must give the City Engineering Department (970-221-6605) and the Erosion Control Inspector
(970-221-6700) twenty-four (24) hours advance. Initial erosion control measures must be installed and a site inspection by the Erosion Control Inspector is required
before commencing construction activities.
5. Maintenance of onsite drainage facilities shall be the responsibility of the property owners.
6. All recommendations of the final drainage and erosion control study entitled "215 Matthews Street Offices" prepared by United Civil Design Group LLC, and dated
February 2, 2016, shall be followed and implemented.
7. Prior to final inspection and acceptance by the City, certification of the drainage facilities by a Colorado registered professional engineer must be submitted to and
approved by the City Stormwater Department. (including the applicable note as set forth below)
For commercial and multi-family developments, certification of all drainage facilities shall be submitted to the City Stormwater Department at least two weeks prior to the
release of a certificate of occupancy. Individual lot certification, elevation certification, or floodproofing certification, as specified in the development agreement, must be
submitted to the City Stormwater Department at least two weeks prior to the release of a certificate of occupancy for such lot.
For single family developments, certification of all drainage facilities must be submitted to the City Stormwater Department in accordance with all conditions as
prescribed by the development agreement associated with this development. Individual lot certification, elevation certification, or floodproofing certification, as specified
in the development agreement, must be submitted to the City Stormwater Department at least one week prior to the release of a certificate of occupancy for such lot.
8. If dewatering is used to install utilities, and discharge will be into the street, gutter, storm sewer, channel, irrigation ditch, or any waters of the State a State Construction
Dewatering Industrial Wastewater Discharge Permit is required.
9. All land disturbing activities greater than or equal to one acre must comply with the State of Colorado permitting process for Stormwater Discharges Associated with
Construction Activity. For more information contact the Colorado Department of Public Health and Environment, Water Quality Control Division, at 303-692-3500 or refer
to the web site at http://www.cdphe.state.co.us/wq/PermitsUnit/.
10. Benchmark: See General Note Number 40.
11. If fill or dredged material is discharged into waters of the United States, a USACE 404 permit is required.
12. If construction affects any Colorado Highway, a Colorado Department of Transportation right-of-way permit is required.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ARCHITECT / APPLICANT
GREG D FISHER, ARCHITECT
3115 CLYDE STREET
FORT COLLINS, CO 80524
PHONE: 970-484-8433
CONTACT: GREG FISHER
SURVEYOR
KING SURVEYORS
650 EAST GARDEN DRIVE
WINDSOR, CO 80550
PHONE: 970-686-5011
CONTACT: STEVE LUND
PROJECT TEAM
PROJECT COORDINATES
UTILITY PROVIDER CONTACT PHONE
Water/Wastewater City of Fort Collins Utilities Heather McDowell (970) 224-6065
Stormwater City of Fort Collins Utilities Heather McDowell (970) 221-6700
Power City of Fort Collins Light & Power Todd Vedder (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
C000 COVER SHEET
C001 GENERAL & CONSTRUCTION NOTES
C100 EXISTING INFORMATION & REMOVAL PLAN
C200 HORIZONTAL CONTROL PLAN
C300 UTILITY PLAN
C400 GRADING & EROSION CONTROL PLAN
C500 DRAINAGE PLAN
C600-C603 CONSTRUCTION DETAILS
SHEET INDEX
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
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
SCOUT LEASING, LLC 02/02/16
U15007
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
215 MATHEWS OFFICES
11
NONE LAPTOP-5
C:\UNITED CIVIL\DROPBOX\PROJECTS\U15007 - 215 MATHEWS\CADD\CP
C000_COVER.DWG
1/28/2016 3:02:40 PM
SME
COVER SHEET
C000
N/A
10'
1
PROJECT DATUM: NAVD 88.
BENCHMARK #1: CITY OF FORT COLLINS 6-00
ON A CATCH BASIN AT THE NORTHWEST CORNER OF MULBERRY STREET AND COLLEGE
AVENUE.
ELEVATION=4993.85
BENCHMARK #2: CITY OF FORT COLLINS 29-97
NORTHEAST CORNER OF MULBERRY STREET AND WHEDBEE STREET, ON A CONCRETE
TRAFFIC SIGNAL BASE.
ELEVATION=4978.01
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
IF NGVD29 UNADJUSTED IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION
SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.18'.
BASIS OF BEARINGS:
$6680,1*7+(1257+/,1(2)7+(3523(57<$6%($5,1*1257+
($67
BEING A GRID BEARING OF THE COLORADO STATE PLANE COORDINATE SYSTEM,
NORTH ZONE, NORTH AMERICAN DATUM 1983/2007, A DISTANCE OF 140.00 FEET WITH
ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO.
NOTE:
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.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED: