HomeMy WebLinkAboutSCOTT PLAZA - FDP - FDP140004 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSW. PLUM ST.
SHIELDS ST.
MULBERRY ST.
TAFT HILL RD.
ELIZABETH ST.
W. PROSPECT RD.
MOUNTAIN AVE.
PROJECT
SITE
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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CONTACT INFORMATION
PROJECT TEAM:
Ripley Design, Inc.
Linda Ripley, ASLA, ULI, RLA
401 West Mountain Avenue
Fort Collins, Colorado 80521
(970) 224-5828
Taylor Fitzpatrick Capital, LLC
Jake Taylor
7825 E. Gelding Street, Suite 102
Scottsdale, AZ 85260
(888) 446-3344
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828
ELECTRIC-------- City of Fort Collins Light & Power -- Doug Martine (970) 224-6152
CABLE------------- Comcast----------------------------------- Don Kapperman (970) 567-0245
TELECOM.--------CenturyLink------------------------------- William Johnson (970) 490-7501
WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6700
WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6700
STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700
FIBER OPTICS-- Colorado State University------------ Kurt Davis (970) 491-0187
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
JANUARY 2014
SHEET INDEX
UTILITY PLANS FOR
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7
NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS,
COUNTY OF LARIMER, STATE OF COLORADO
Terracon Consultants, Inc.
Eric Bernhardt, PE
301 North Howes Street
Fort Collins, Colorado 80521
(970) 484-0359
PHONE NUMBER
Northern Engineering Services, Inc.
Nick Haws, PE, LEED AP
200 South College Avenue, Suite 10
Fort Collins, Colorado 80524
(970) 221-4158
Northern Engineering Services, Inc.
Gary Gilliland, PLS
200 South College Avenue, Suite 10
Fort Collins, Colorado 80524
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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C001
A. 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 City of Fort
Collins.
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 City of Fort Collins Engineer.
Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins 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 City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins
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 City of Fort Collins, 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 storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins 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 City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, 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 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 if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
X
T
T
T
T
T
T
T
T
T
T T T T T T T T
T
T T
CTV
CTV
CTV
CTV
CTV CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV CTV
CTV
X
X
X X
X X
X
X
X
X X X
X X X X
8" SS 8" SS
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS
8" SS
8" SS 8" SS
X X X
X X
X
X
X
X X X
E
8" SS 8" SS 8" SS 8" SS
CTV
CTV
CTV
CTV
CTV CTV CTV CTV
CTV CTV CTV CTV CTV CTV CTV
CTV
CTV
CTV
G G G G
X
X
X
X X X
X X X X
X
X
X
X
X
X
X
X
E E
X
X X X
X X X
X X
X
X X
X
X X
X X X
X X
X X X
CAMBRIDGE
HOUSE LLC
1113 W PLUM ST
FORT COLLINS,
CO 80521
COLLINS CAMPUS WEST LLC
1220 W ELIZABETH ST
FORT COLLINS,
CO 80521
TOWNSQUARE CONDOS
1209 W PLUM ST
FORT COLLINS,
CO 80521
RESIDENTIAL
BUILDING
OUTLINE
(ABOVE)
DECORATIVE
CONCRETE
RIBBONS (TYP.)
EXISTING 24' PUBLIC
ACCESS EASEMENT
PROPOSED 30"
VERTICAL CURB & GUTTER
EXISTING
CONCRETE PAN
EXISTING VERTICAL
CURB & GUTTER
PROPOSED
COLUMN (TYP.)
PROPOSED
BIKE RACK (TYP.)
EXISTING
CONCRETE PAN
CONCRETE
X
T
T T
CTV CTV
CTV
X
X
X X X
X X X X
8" SS 8" SS
8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS
8" SS 8" SS
X X
X
X
X
X X X
8" SS 8" SS 8" SS 8" SS
CTV
CTV
CTV
G G
G G G G
G
G
G
G G G G G G
G
G
G
G
G G
G
E E
20" W 20" W
20" W
20" W 20" W 20" W
20" W
20" W
20" W
20" W
20" W 20" W
20" W
20" W 20" W
20" W
W
W
W
W
W
6" W
6" W
FO
FO
FO
FO
FO
FO FO FO FO
C301
LEGEND:
G
T
ST
NORTH
E
UD
PROFILE SCALE:
SUBDRAINS A & B
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
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NOTES:
INLET SCHEDULE
INLET ID INLET
TYPE
SIZE (IN.) GRATE
TYPE
BASIN A1 WATER CONTROL 24 SOLID (H-20)
BASIN A2 DRAIN BASIN 8 SOLID (H-20)
BASIN B1 DRAIN BASIN 8 SOLID (H-20)
BASIN B2 DRAIN BASIN 8 SOLID (H-20)
**WATER CONTROL BASIN SHALL BE FITTED WITH OUTLET ORIFICE CAP ON
NORTH SIDE OF DRAIN BASIN. ORIFICE OPENING SHALL BE 5.75" DIAMETER
X
X X X
X X
X X X
X X
X
X X
UD
UD
UD
UD
UD
UD
UD UD UD UD
UD
UD UD
UD
X
X
X
X X X
X X X X
X X
X
X
X
X X X
E E
X X
X X
X X X
X X
E
E
E E
E
E
E
E
E E
E
E E
E
E
E
E
G
E/TV
E/TV
E/TV
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
CAMBRIDGE
HOUSE LLC
1113 W PLUM ST
FORT COLLINS,
T
T T
CTV CTV
CTV
X X X X X
X X X X
8" SS 8" SS
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS
X X
CTV
CTV
CTV
G
G
G
G G G G
G G
G
G
G
G
G
G
G
20" W
20" W
20" W
20" W
20" W
20" W 20" W
20" W 20" W 20" W
20" W
W
W
W
W
6" W 6" W
FO FO FO
FO
FO
FO
FO FO FO FO FO FO
FO
FO
FO FO FO
FO
T
T T T
T T
T T T T T
T
T
X
X
X
X
T T
T T
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
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CALL UTILITY NOTIFICATION CENTER OF
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C500
100 WATER MAIN BEDDING REQUIREMENTS 101 STANDARD CONCRETE THRUST BLOCKS
107 TYPICAL POINT OF CONNECTION
102 TYPICAL WATER SERVICE
104 105 106
103
STANDARD EXTERIOR SETTING FOR
3/4" AND 1" WATER METERS
ALTERNATE SETTING FOR 3" & 4" WATER METERS ALTERNATE SETTING FOR 3" & 4" WATER METERS ALTERNATE SETTING FOR 3" & 4" WATER METERS
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
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CALL UTILITY NOTIFICATION CENTER OF
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R
C501
200 201
PLAN VIEW
CROSS VIEW
45 ELBOW
SERVICE WYE
8 IN. PVC SEWER PIPE
COMPACTED GRANULAR MATERIAL
AIR-TIGHT PLUG WITH
4 IN. X 4 IN. MARKER
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
LEAN CONCRETE
PVC SEWER PIPE
NOTE: WYE CONNECTION NOT
ALLOWED ON VCP
LEAN CONCRETE
o
20 MIN. o
45 MAX. o
TRENCH
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
4 IN. X 4 IN.
MARKER
AIR-TIGHT PLUG
SERVICE WYE DETAIL
WW-9
PRIVATE SANITARY SEWER CLEANOUT
206
TRAFFIC/PAVED AREAS
LANDSCAPED AREAS
202
205
STANDARD SEWER SERVICE TRAFFIC RATED CLEANOUT
FLOW DIRECTION
TRAFFIC RATED CLEANOUT
WW-15
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
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C502
PAVEMENT SECTIONS
(PRIVATE AREAS OUTSIDE ROW)
PERMEABLE PAVER SECTION
(ABUTTING EDGE RESTRAINT)
THICKENED CONCRETE EDGE
DRY WELL DETAIL
DIMENSIONS FOR SLOTTED PVC PIPE
SCREEN SLOT TABLE
A B C D E F
PIPE SIZE ROWS OF
SLOTS
SLOT
LENGTH
MAXIMUM
SLOT WIDTH
APPROX.
SLOT/ROW
PER FOOT
APPROX.
SLOT
SPACING
OPEN AREA
PER FOOT
6" 3 (MIN.) - 6 (MAX.) 1.38"-2.35" 0.032" 14 1/2"-3/4" 1.98-3.15 SQ. IN.
WQ CONTROL BASIN
PRIVATE UNDERDRAIN CLEANOUT
EXTEND MIN. 6" INTO SUBGRADE
8"
12" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
VARIES
(REFER TO
STORM DRAIN
PLAN)
INTEGRATED DUCTILE IRON
FRAME & SOLID GRATE TO MATCH
BASIN O.D.
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
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R
C503
400 CURB AND GUTTER 401 CURB AND GUTTER / SIDEWALK 402
6
"
2"R.
2"
6" 6"
12"
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
R 0.5"
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)
7 3/8" (L) 1 3/8"
17"
6"
3 3/8"
14"
FL
R 16"
S
UD
UD
UD
UD
UD
UD
UD UD UD UD
UD
UD UD
UD
X
X
X
X X X
X X X X
X X
X
X
X
X X X
E E
X X X
X
X X X
X X
G
X
X X X
X
X
X X X
X X
X X X
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
CAMBRIDGE
HOUSE LLC
1113 W PLUM ST
FORT COLLINS,
CO 80521
TOWNSQUARE CONDOS
1209 W PLUM ST
FORT COLLINS,
CO 80521
EXISTING
BUILDING
EXISTING
WALL
EXISTING
RETAINING
WALL
EXISTING
RETAINING WALL
EXISTING
WALL
UD UD UD
UD
UD
UD UD
UD
UD UD UD UD
UD
UD
X
X X X X X
X X X X
X X
X
X
X
X X X
X
X
X X
X X X
X X
EXISTING
BUILDING
TOWNSQUARE CONDOS
1209 W PLUM ST
FORT COLLINS,
CO 80521
EXISTING
BUILDING
COLLINS CAMPUS WEST LLC
1220 W ELIZABETH ST
FORT COLLINS,
CO 80521
EXISTING ASPHALT
PARKING LOT
PLUM STREET
(ROW VARIES)
TRASH
EXISTING
WALL
EXISTING RETAINING WALL
EXISTING
RETAINING WALL
EXISTING
WALL
EXISTING
RETAINING WALL
PROPOSED
STORM OUTFALL
EXISTING
CONCRETE PAN
PROPOSED STORM
DRAIN (BY OTHERS)
ROOF OUTLINE
(ABOVE)
ROOF OUTLINE
(ABOVE)
PROPOSED
UNDERDRAIN
PROPOSED
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C602
FLOW
3'-4'
WATTLE "A" WATTLE "B"
4"-6" ABOVE WATTLE AFTER BAILING WIRE
OR NYLON ROPE IS ATTACHED. STAKES
NEED TO BE TAMPED UNTIL WIRE/ROPE IS
SNUG WITH WATTLE.
1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED
CORE.
SF
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R
01 SILT FENCE 03 CURB INLET PROTECTION
02 DROP INLET PROTECTION
04 WATTLE INSTALLATION 05 VEHICLE TRACKING PAD
05 CONCRETE WASHOUT AREA
UNDERDRAIN
ROOF OUTLINE
(ABOVE)
PROPOSED
PROPOSED DRY WELL
UNDERDRAIN
RS RS
RS RS
RW
RW
RW
RS
IP
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
SF
SF
SF
SF
SF
SF SF
SF
SF SF
SF
SF SF
SF SF
S
F
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
RW
VTC
IP
PROPOSED
UNDERDRAIN
C601
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
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R
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
NORTH
TABLE OF CONSTRUCTION SEQUENCE AND BMP
APPLICATION
CONSTRUCTION PHASE
(DESCRIPTION)
PHASE I
(GRADING)
PHASE II
(INFRASTRUCTURE)
PHASE III
(VERTICAL
CONSTRUCITON)
PHASE IV
(PERMANENT
BMP'S)
Grading (Include Offsite)
Overlot
Pipeline Installation
Stormwater
Concrete Installation
Site Walls
Building Structure
Miscellaneous
Hardscape Amenities
BEST MANAGEMENT PRACTICES
Temporary
Inlet Protection (IP)
Vehicle Tracking Control (VTC)
Flow Barriers (Bales, Wattles, Rock Socks, etc.) (WD)
Concrete Washout Area (CWA)
Preventative Maintenance Activities/Meetings/etc.
Silt Fence (SF)
Permanent
Mulching/Sealant
Permanent Seed Planting
Sewer Service
Water Service
Curb and Gutter
EROSION CONTROL NOTES:
BENCHMARK/BASIS OF BEARING
LEGEND:
ST
SF
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
FIELD SURVEY BY:
GENERAL NOTES:
EXISTING
RETAINING WALL
COLLINS CAMPUS WEST LLC
1220 W ELIZABETH ST
FORT COLLINS,
CO 80521
PROPOSED
STORM OUTFALL
EXISTING
CONCRETE PAN
EXISTING ASPHALT
PARKING LOT
PROPOSED STORM
DRAIN (BY OTHERS)
PERMEABLE PAVER DETENTION
DETENTION VOLUME=5086 CU.FT.
(40% VOID RATIO)
FORMER SCOTT AVE.
(VACATED 25' ROW)
PLUM STREET
(ROW VARIES)
TRASH
ROOF OUTLINE
(ABOVE)
RESIDENTIAL
ROOF OUTLINE
(ABOVE)
PROPOSED
UNDERDRAIN
PROPOSED
UNDERDRAIN
ROOF OUTLINE
(ABOVE)
PROPOSED
DRY WELL
1
4
2
3
5
5
3
1
2
4
PROPOSED
UNDERDRAIN
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C600
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R
NORTH
LEGEND:
A
BENCHMARK
BENCHMARK #1:
City of Fort Collins Benchmark 19-97
At the southeast corner of West Elizabeth and Shields Street, on a
concrete traffic signal base.
Elevation=5022.56
BENCHMARK #2:
City of Fort Collins Benchmark 20-97
At the southwest corner of West Elizabeth and Constitution Avenue, on
a concrete traffic signal base.
Elevation=5046.97
NOTES:
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
A
Basin
Area
(acres)
Treatment
Type LID ? Percent
1 0.66 Permeable Pavers yes 56%
2 0.03 none yes 3%
3 0.24 Permeable Pavers yes 20%
4 0.02 Permeable Pavers yes 2%
5 0.23 Permeable
Pavers/Grass Buffer
yes 19%
Totals 1.18 - - 100%
UD
LID SUMMARY TABLES:
Pavement1
Area2
(sq.ft.) LID ? Percent
Traditional
Concrete/Asphalt 5,233 no 34%
Permeable Pavers 9,959 yes 66%
Totals 15,192 - 100%
1. Represents "new/additional" pavement beyond the existing condition.
2. Only pavement areas exposed to surface rainwater are included.
R 16"
DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK
31"
See Drawing 1601
10 3/4"(L)
R 16"
DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK
18" 18"
3 3/8"
1 3/8"
6"
R 16"
FL
14"
6"
17"
1 1/2"
5' (L)
8 5/8" (F.C.)
7 1/4" F.C.
12" (F.C.)
Slope to curb 1/4"/Ft.
1' min. (F.C.)
48:1 min.
4:1 max.
Excavation
Fill
1' min.
2' min.
1/4"/Ft.
CURB & GUTTER IN A CUT OR FILL
6"
3'-9" (F.C.)
For Thickness
2' min. (L)
406 TRENCH DETAIL
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
Pavement
Thickness
Varies
Varies
1" (min.)
(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.
405 SIDEWALK DETAIL
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
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"
DETACHED SIDEWALK DETAIL
Variable
Slope sidewalk to curb 1/4" per foot.
2' min.
404 STANDARD SIDEWALK
Sidewalk
Driveway
DRIVEWAY SIDEWALK
SECTION A-A
NOTE:
1. Sidewalk grade shall remain consistent across driveway
3. This detail applies to Residential & Commercial driveways.
Detached Sidewalk
Attached Sidewalk
DETACHED ATTACHED
All Sidewalk Thickness Shall Be 6" minimum.
SIDEWALK
ONE IN EVERY
EIGHT ACCESSIBLE
SPACES, BUT NOT
LESS THAN ONE,
SHALL BE VAN
ACCESSIBLE.
ONE SIGN
PER SPACE
REQUIRED
REQUIRED
PER SPACE
ONE SIGN
REQUIRED
PER SPACE
ONE SIGN
CAR ACCESSIBLE VAN ACCESSIBLE
"UNIVERSAL DESIGN"
CAR & VAN ACCESSIBLE
OR
A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED.
THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN
ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE
NEED FOR TWO SIGN TYPES.
R7-8
R7-8
HANDICAP PARKING 403
TRUNCATED DOME WARNING
FOR ACCESS RAMPS
407 PREFABRICATED WHEEL STOP
NOTES:
1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE
70-50-05
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
SEE DRAWING NO. 7001-110-065
4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS.
5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN.
0,1 6(3$5$7,21%(7:((1+2/(6 0$;+2/(63(552:
2" MIN
0$;
SIDE VIEW
HOLE SIZE & LOCATION NTS
ENLARGED TO SHOW DETAIL
6"
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.
TRAFFIC LOADS: 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.
TOP 10" TO BE SOLID, WITHOUT PERFORATIONS
10" SOLID
TOP
NO PERFORATIONS
WITHIN 1" OF ADAPTORS
OPEN BOTTOM
(NO BOTTOM CAP)
6" FLASHBOARDS
VARIABLE INVERT
HEIGHTS AVAILABLE
(7' MAX STRUCTURE HT)
DETAIL A
DETAIL A
EDPM O-RING SEAL
DETAIL B
ANODIZED ALUMINUM CHANNEL
EDPM O-RING SEAL
DETAIL B
WATER
FLOW
STAINLESS STEEL
LIFTING HOOKS
PERMANENT 3" PLATE
UP TO FLOW LINE
NOTES:
1. REFER TO DETAIL 7001-110-298 FOR INSTALLATION GUIDELINES.
2. DIMENSIONS ARE FOR REFERENCE ONLY.
3. FLASHBOARDS SHALL BE PVC.
4. ALL RIVETS SHALL BE STAINLESS STEEL.
5. FLASHBOARD CHANNEL SHALL BE ANODIZED ALUMINUM.
6. FLASHBOARDS SHALL BE LUBRICATED UPON REMOVAL.
WATER
FLOW TOP VIEW
AS NOTED
VARIOUS TYPES OF INLET AND
OUTLET ADAPTERS AVAILABLE
UP TO 15" DIAMETER
24" NYLOPLAST WATER CONTROL STRUCTURE
DWG SIZE A SCALE NTS SHEET 1 OF 1 DWG NO. 7008-110-004 REV B
24 IN NYLOPLAST INLINE
WATER CONTROL STRUCTURE
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 4-1-13
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY JJC
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.
4-1-13
JJC
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
2013 NYLOPLAST
PROVIDE OUTLET ORIFICE CAP
(5.75" DIAMETER OPENING
SOLID GRATE
ROOFDRAIN DOWNSPOUT DISCHARGE BASIN
8"
12" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
VARIES
(REFER TO
STORM DRAIN
PLAN)
INTEGRATED DUCTILE IRON
FRAME & SOLID GRATE TO MATCH
BASIN O.D.
NOTES:
1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE
70-50-05
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
SEE DRAWING NO. 7001-110-065
4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS.
5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN.
0,1 6(3$5$7,21%(7:((1+2/(6 0$;+2/(63(552:
2" MIN
0$;
SIDE VIEW
HOLE SIZE & LOCATION NTS
ENLARGED TO SHOW DETAIL
6"
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.
TRAFFIC LOADS: 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.
TOP 10" TO BE SOLID, WITHOUT PERFORATIONS
6" SOLID
BOTTOM
NO PERFORATIONS
WITHIN 1" OF ADAPTORS
BOTTOM 6" TO BE SOLID,
WITHOUT PERFORATIONS
(BOTTOM CAP TO BE
FLUSH WITH SUBGRADE)
4" MIN ON 8" - 24"
6" MIN ON 30"
A
TO PREVENT BLOCKAGE OF PERFORATIONS, BASIN SHOULD
BE WRAPPED IN AN ENGINEER APPROVED GEO-TEXTILE FABRIC
DWG SIZE A SCALE SHEET 1 OF 1 DWG NO. 7001-110-181 REV B
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
8 IN - 30 IN PERFORATED DRAIN BASIN WITH STANDARD
GRATE QUICK SPEC INSTALLATION DETAIL
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 2-14-06
DRAWN BY EBC
2-14-06
CJA
1:40
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
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.
1 VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
USE CAP REDUCER
AND DOME GRATE
1 - 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
2 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ANY EDGE OR FITTING.
3 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN.
4 - GRATES SHALL MEET H-10 LOAD RATING FOR 12" - 24" PED
5 - GRATES SHALL MEET H-20 LOAD RATING FOR 30" PED & 12" - 30" STD & SOLID
6 - ALL BRONZE GRATES, DROP IN GRATES, & 8" & 10" PED/STD GRATES & SOLID
COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY
NYLOPLAST DRAIN BASIN: 28 _ _ AG _ _X
%
C
2" MIN
0$;
TOP & FRONT VIEW
HOLE SIZE & LOCATION NTS
ENLARGED TO SHOW DETAIL
A
2
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.
FILL DRAIN BASIN WITH 3
4 " WASHED ROCK
COBBLE MULCH
(3"-6" CLEAN
RIVER ROCK)
18" MIN.
WIDTH
GEO-TEXTILE
FABRIC UNGER
COBBLES
D
DWG SIZE A SCALE 1:16 SHEET 1 OF 1 DWG NO. REV
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
24 IN PERFORATED DRAIN BASIN WITH 24 IN X 12 IN
CAP REDUCER & DOME GRATE
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 6-2-06
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC
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.
6-2-06
CJA
2.00" MIN
0$;
BASIN SHOULD BE PERFORATED WITH
+2/(63(552: (9(5<
HOLES SHOULD BE STAGGERED
EVERY OTHER ROW, AS SHOWN
FRONT VIEW
HOLE SIZE & LOCATION NTS
ENLARGED TO SHOW DETAIL
24" X 12" CAP REDUCER
TOP VIEW
12" DOME GRATE
(1299CGD)
24" DRAIN BASIN BODY
WITHOUT BOTTOM CAP
NOTE: ALL DRY WELL GRATES SHALL
BE SURROUNDED WITH COBBLE MULCH
(SEE DETAIL THIS SHEET).
D
U
C
T
I L
E
I
R
O
N
-
D
O
N
O
T
P
O
L L
U
T
D R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
E
N
Y
L
O
P
L
A
S
T
A % C PART # GRATE OPTIONS
8" 4 2808AG PEDESTRIAN/STANDARD SOLID BRONZE DOME DROP IN
10" 4 2810AG PEDESTRIAN/STANDARD SOLID BRONZE DOME DROP IN
12" 6 2812AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN
15" 6 2815AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN
18" 8 2818AG PEDESTRIAN STANDARD SOLID N/A DOME DROP IN
24" 8 2824AG PEDESTRIAN STANDARD SOLID N/A DOME DROP IN
30" 10 2830AG PEDESTRIAN STANDARD SOLID N/A DOME N/A
$%$6,16,=(%$1*/(%(7:((10$1+2/(6&180%(52)+2/(6
D - DEPTH VARIES. 6'-0" MAX. MINIMUM DEPTH SHALL BE 2'-0" BELOW ANY ENCOUNTERED GROUNDWATER.
301
PERMEABLE PAVER EDGE RESTRAINT
WATER QUALITY PLATE
303
305
308
302
304
309
306
310
307
ALTERNATE BASE
POURED INVERT
PRECAST MANHOLE BASE
2 IN. MIN.
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
MINIMUM INSIDE DIAMETER OF
DIAMETER
MANHOLE SHALL BE AS FOLLOWS:
PIPE SIZE
5 FT. MIN. DEPTH
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
30 IN. MIN.
48 IN. MAX.
VARIABLE
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
STANDARD MANHOLE
WW-3
204
SEWER BEDDING REQUIREMENTS STANDARD MANHOLE 203
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
LOWER LIMIT OF
TRENCH WALL
SLOPING
INITIAL LIFT *
12 IN. MIN.
PIPE O.D.
4 IN. MIN.
TRENCH WIDTH AS SPECIFIED
IN SECTION 02221
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
*
BEDDING REQUIRMENTS
WW-1
STORMWATER BEDDING
ROOF DRAIN CONNECTION
E
E
E E
E
E E
E
E
E
6" W
6" W
E/TV
E/TV
E/TV
S S
X X
X X
X
X X X
X X X
X X
X
UD
UD UD
UD
UD
UD UD
UD
UD UD UD UD
UD
UD
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING ASPHALT
PARKING LOT
FORMER SCOTT AVE.
(VACATED 25' ROW)
PLUM STREET
(ROW VARIES)
5' UTILITY EASEMENT
TRASH
5' UTILITY EASEMENT
EXISTING
RETAINING
WALL
EXISTING
WALL
EXISTING
FENCE
5' SQ. TREE GRATES, (TYP.)
INSTALL TWO 6" BOLLARDS
TO PROTECT THE TREE TRUNK
PROPOSED STORM DRAIN
(BY OTHERS)
EXISTING
CONCRETE PAN
CAMBRIDGE HOUSE LLC
1113 W PLUM ST
FORT COLLINS,
CO 80521
TOWNSQUARE CONDOS
1209 W PLUM ST
FORT COLLINS,
CO 80521
COLLINS
CAMPUS WEST LLC
1220 W ELIZABETH ST
FORT COLLINS,
CO 80521
EXISTING
RETAINING WALL
EXISTING
RETAINING WALL
SUBDRAIN B
SEE SHEET 301
SUBDRAIN A
SEE SHEET 301
FULL-DEPTH
CONCRETE BAFFLE
DETENTION/
STORAGE
SECTION
LID
SECTION
DETENTION/
STORAGE
SECTION
20' EMERGENCY
ACCESS
EASEMENT
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU C401
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
NORTH
LEGEND:
NOTES:
UD
PERMEABLE PAVER DOWNSPOUT DISCHARGE
TYPICAL PAVER SECTION @ UNDERDRAIN
PERMEABLE PAVER OUTFALL
PERMEABLE PAVER BAFFLE
CO 80521
EXISTING
WALL
EXISTING
RETAINING
WALL
EXISTING
RETAINING WALL
EXISTING
WALL
EXISTING
RETAINING WALL
TOWNSQUARE CONDOS
1209 W PLUM ST
FORT COLLINS,
CO 80521
EXISTING 24' PUBLIC
ACCESS EASEMENT
5' SQ. TREE GRATES, (TYP.)
INSTALL TWO 6" BOLLARDS
TO PROTECT THE TREE TRUNK
PROPOSED
STORM OUTFALL
COLLINS CAMPUS WEST LLC
1220 W ELIZABETH ST
FORT COLLINS,
CO 80521
PROPOSED STORM SEWER
DRAIN (BY OTHERS)
PLUM STREET
(ROW VARIES)
5' UTILITY EASEMENT
5' UTILITY EASEMENT
TRASH
5' UTILITY EASEMENT
MATCH EXISTING
MATCH EXISTING
PROPOSED RAMPS
NEW 30" VERTICAL
CURB & GUTTER
PROPOSED
DRY WELL
EXISTING
CONCRETE PAN
PROPOSED
TRANSFORMER
SUBDRAIN B
SEE SHEET 301
SUBDRAIN A
SEE SHEET 301
EXISTING ASPHALT
PARKING LOT
20' EMERGENCY
ACCESS
EASEMENT
WEEPHOLES TO BE
PROVIDED IN BUILDING WALL
TO ALLOW DRAINAGE PASS-THOUGH
LANDSCAPE WALL
LANDSCAPE
WALL
FORMER SCOTT AVE.
(VACATED 25' ROW)
RAMP RAMP
2 RISERS
RETAINING
WALL RETAINING
WALL
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C400
LEGEND:
NOTES:
TF
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
R
NORTH
FRONT ENTRY GRADING DETAIL
FO
FO
FO
FO FO FO FO FO FO
FO FO
FO FO FO FO
FO
T T T
T
T T
T T T
T T
T T T T T
T
T
T
X X X X
X X X
X
X
T T
T T
6" W
E
E
E E
E
E E
E
E E
E
E E
E
E
E
E
6" W
6" W
G
6" W 6" W
E/TV
E/TV
E/TV
6" W
F
S S
S
S
X
X X X
X X
X X X
X X
X
X X
F
S
W
FDC
W
F
F
W
UD
UD
UD
UD
UD
UD
UD UD UD UD
UD
UD UD
UD
W
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
PROPOSED 6" FIRE LINE
PROPOSED 3" WATER SERVICE
(RESIDENTIAL)
20"x6" TAPPING SADDLE
w/ T.B. & 6" G.V. (S)
PROPOSED 3" WATER METER
VAULT
APPROXIMATE ASPHALT
PATCH LIMITS
CAMBRIDGE
HOUSE LLC
1113 W PLUM ST
FORT COLLINS,
CO 80521
COLLINS CAMPUS WEST LLC
1220 W ELIZABETH ST
FORT COLLINS,
CO 80521
EXISTING
BUILDING
EXISTING 20" WATER MAIN
EXISTING FIBER OPTIC LINE
EXISTING 8" SANITARY SEWER LINE
EXISTING CABLE
TV LINE
EXISTING WATER SERVICES
(TO BE REMOVED)
EXISTING ELECTRIC
VAULT
EXISTING UTILITY POLE
EXISTING FIRE
HYDRANT
EXISTING
TELEPHONE
LINE
PROPOSED
TRANSFORMER
EXISTING CABLE
TV LINE
EXISTING GAS LINE
TOWNSQUARE CONDOS
1209 W PLUM ST
FORT COLLINS,
CO 80521
EXISTING 24' PUBLIC
ACCESS EASEMENT
F
F
4' UTILITY EASEMENT
CONNECT TO PROPOSED
STORM MH (BY OTHERS)
5' SQ. TREE GRATES, (TYP.)
INSTALL TWO 6" BOLLARDS
TO PROTECT THE TREE TRUNK
EXISTING CABLE
PEDESTAL
EXISTING ASPHALT
PARKING LOT
PROPOSED FENCE
20"x4" TAPPING SADDLE
w/ T.B. & 4" G.V. (S)
& 4"x3" REDUCER
EXISTING WATER SERVICE
TO BE REMOVED EXISTING WATER SERVICE
TO BE REMOVED
PROPOSED 3
4" WATER SERVICE
(COMMERCIAL)
FORMER SCOTT AVE.
(VACATED 25' ROW)
PLUM STREET
(ROW VARIES)
5' UTILITY EASEMENT
5' UTILITY EASEMENT
TRASH
5' UTILITY EASEMENT
EXISTING FIRE HYDRANT
PROPOSED 3
4" WATER METER
PIT w/ CURB STOP
EXISTING
UTILITY POLE
PROPOSED
DRY WELL
ACCESS &
UTILITY
EASEMENT
PROPOSED
30" CURB
& GUTTER
SUBDRAIN B
SEE SHEET 301
SUBDRAIN A
SEE SHEET 301
36' ACCESS,
EMERGENCY ACCESS,
DRAINAGE &
UTILITY EASEMENT
20' EMERGENCY
ACCESS
EASEMENT
3
4" TAPPING SADDLE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C300
NORTH
NOTES:
LEGEND:
W W
G G
T T
E E
ST ST
S
F
SS SS
FDC
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
TF
W
UD
SIDEWALK
5' SQ. TREE GRATES, (TYP.)
INSTALL TWO 6" BOLLARDS
TO PROTECT THE TREE TRUNK
PROPOSED
BIKE RACK (TYP.)
36' EMERGENCY ACCESS,
ACCESS, DRAINAGE
& UTILITY EASEMENT
PROPOSED
TRANSFORMER
PROPOSED
FENCE
PAVER
EDGE RESTRAINT
CONNECT TO EXISTING
CONCRETE SIDEWALK,
CURB & GUTTER
PROPOSED CONCRETE
DRIVE APPROACH
PROPOSED 5'
CONCRETE SIDEWALK
PROPOSED CONCRETE
DRIVE APPROACH
APPROXIMATE ASPHALT
PATCH LIMITS
FORMER SCOTT AVE.
(VACATED 25' ROW)
PLUM STREET
(ROW VARIES)
5' UTILITY EASEMENT
5' UTILITY EASEMENT
TRASH
5' UTILITY EASEMENT
R15' R15' R15'
R15'
6.5' ADD'L
ROW
GROUND FLOOR
COMMERCIAL
PROPOSED DRYWELL
FULL-DEPTH
CONCRETE
BAFFLE
20' EMERGENCY
ACCESS
EASEMENT
EXISTING ASPHALT
PARKING LOT
RAMP
5' SIDEWALK
EXISTING HOLLYWOOD
CURB & GUTTER
CONNECT TO EXISTING
CURB & GUTTER
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
C200
NOTES:
NORTH
LEGEND:
G G
G
G
G
G G G G G G
G G
G
G
G G
G
G G
G
G G G G
G
G
G G
G
G
G
G
G G
G
G
G
G
G
G
G G
G
E
E E
20" W 20" W
20" W
20" W 20" W 20" W
20" W
20" W
20" W
20" W
20" W 20" W
20" W
20" W 20" W
20" W
W
W
W
W
W
6" W
6" W
FO
FO
FO
FO
FO
FO FO FO FO
FO
FO
FO
FO FO FO FO FO FO
FO FO
FO FO FO FO
FO
T
T T
T T T
T T
T
T T T T T
T T T
T
T
X X X
X
X
X
6" SS
6" SS
6" SS 6" SS
6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS
W
W
W W
W
W
W
W
W W
W
4" SS
4" SS
4" SS
W W
W
W
W
W
W W W W
W
X X
X
X X
T T
T T
6" W
E
E
E E
E
E E
E
E E
E
E E
E
E
E
E
6" W
6" W
G
6" W 6" W
E/TV
E/TV
E/TV
6" W
F
S S
S
S
CO
CO
CO
CO
CO
1201 PLUM ST.
EXISTING
BUILDING
(TO BE REMOVED)
1205 PLUM ST.
EXISTING
BUILDING
(TO BE REMOVED)
EXISTING
BUILDING
(TO BE
REMOVED)
CAMBRIDGE
HOUSE LLC
1113 W PLUM ST
FORT COLLINS,
CO 80521
COLLINS CAMPUS WEST LLC
1220 W ELIZABETH ST
FORT COLLINS,
CO 80521
TOWNSQUARE CONDOS
1209 W PLUM ST
FORT COLLINS,
CO 80521
EXISTING
ASPHALT
PARKING
LOT
SCOTT AVE.
(25' ROW TO BE VACATED)
PLUM STREET
(ROW VARIES)
APPROXIMATE LOCATION
EXISTING FIBER OPTIC LINE
EXISTING SS MH
RIM=5030.74
INV W (8" CLAY)=5023.11
INV E (8" CLAY)=5023.05
EXISTING SANITARY SERVICE
(TO BE REMOVED)
EXISTING SS MH
RIM=5031.19
INV N (6" CLAY)=5023.47
INV W (8" CLAY)=5023.33
INV E (8" CLAY)=5023.29
EXISTING SS MH
RIM=5029.88
INV N (8" CLAY)=5022.64
INV W (8" CLAY)=5022.60
INV E (8" CLAY)=5022.57
APPROXIMATE LOCATION
EXISTING 20" WATER MAIN
APPROXIMATE LOCATION
EXISTING GAS LINE
EXISTING FIRE HYDRANT
EXISTING TREE (TYP.)
APPROXIMATE LOCATION
EXISTING CABLE TV LINE
APPROXIMATE LOCATION
EXISTING SIGN
EXISTING SIGN
(TO BE REMOVED)
APPROXIMATE LOCATION OF
EXISTING WATER SERVICES
(TO BE REMOVED)
APPROXIMATE LOCATION OF
EXISTING GAS SERVICES
(TO BE REMOVED)
APPROXIMATE LOCATION OF
EXISTING TELEPHONE SERVICES
(TO BE REMAIN OR REALIGN)
EXISTING CABLE TV SERVICE
(TO BE REMOVED)
EXISTING FENCE LINE
(TO BE REMOVED)
EXISTING SANITARY SEWER SERVICES
(TO BE REMOVED)
EXISTING FENCE
(TO BE REMOVED)
EXISTING WATER METER
(TO BE REMOVED)
EXISTING ELECTRICAL SERVICE
(TO BE REMOVED)
EXISTING GAS SERVICE
(TO BE REMOVED)
EXISTING FENCE LINE
(TO BE REMOVED)
APPROXIMATE LOCATION OF
EXISTING CABLE TV LINE
(TO BE REMAIN OR REALIGN)
APPROXIMATE LOCATION OF
EXISTING CABLE TV SERVICE
(TO BE REMOVED)
EXISTING BUILDING
(TO BE REMOVED)
EXISTING ELECTRICAL VAULT
EXISTING FENCE
EXISTING FENCE
EXISTING SANITARY SEWER
LINE (TO BE REMOVED)
APPROXIMATE LOCATION OF
EXISTING GAS SERVICE
(TO BE REMOVED)
APPROXIMATE LOCATION OF
EXISTING GAS SERVICE
(TO BE REMOVED)
EXISTING MAILBOX
(TO BE REMOVED)
EXISTING SIGN
(TO BE REMOVED)
APPROXIMATE LOCATION OF
EXISTING GAS SERVICE
(TO BE REMOVED)
EXISTING SANITARY
CLEAN OUT
(TO BE REMOVED)
EXISTING GRAVEL
(TO BE REMOVED)
EXISTING CONCRETE
(TO BE REMOVED)
EXISTING CURB, GUTTER,
& SIDEWALK
(TO BE REMOVED)
APPROXIMATE LOCATION OF
EXISTING CABLE TV LINE
(TO BE REMAIN)
APPROXIMATE LOCATION
EXISTING GAS LINE
EXISTING SIGN
EXISTING CURB, GUTTER,
& SIDEWALK
EXISTING CURB & GUTTER
EXISTING SANITARY
CLEAN OUT
(TO BE REMOVED)
EXISTING FENCE
(TO BE REMOVED)
EXISTING RETAINING WALL
APPROXIMATE LOCATION OF
EXISTING CABLE TV SERVICE
(TO BE REMOVED)
APPROXIMATE LOCATION OF
EXISTING GAS SERVICES
(TO BE REMOVED)
EXISTING TELEPHONE &
CABLE PEDESTAL
EXISTING ELEC METER
(TO BE REMOVED)
APPROXIMATE LOCATION OF
EXISTING WATER SERVICE
(TO BE REMOVED)
EXISTING FENCE
(TO REMAIN)
EXISTING CONCRETE PAN
EXISTING TELEPHONE PEDESTAL
STORM MH
RIM=5029.1
INV IN (W)=5025.77
INV IN (N)=5025.77
INV OUT (E)=5025.77
(3) EXISTING CURB STOPS
(TO BE REMOVED)
APPROXIMATE LOCATION OF
EXISTING WATER SERVICE
(TO BE REMOVED)
EXISTING CURB STOP
& METER PIT
(TO BE REMOVED)
809 SCOTT AVE.
EXISTING
BUILDING
(TO BE REMOVED)
813 SCOTT AVE.
EXISTING
BUILDING
(TO BE
REMOVED)
APPROXIMATE LOCATION OF
EXISTING ELECTRIC TRANSFORMER
EXISTING CABLE/TV LINE
TO REMAIN
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STORM MH
RIM=5029.5
INV IN (N)=5025.93
INV OUT E)=5025.93
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C100
DEMOLITION PLAN
EXISTING CONDITIONS AND
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
NORTH
E
LEGEND:
G
T
ST
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
NOTES:
SS
W
X
VAULT
ELEC
CONTROL
IRR
E/TV
TREE PROTECTION NOTES:
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 City of Fort Collins 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 City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater 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
Stormwater 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 City of Fort Collins 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
City of Fort Collins 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 Report for Scott Plaza dated January 29, 2014 by Northern Engineering 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 the City of Fort Collins 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 the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins 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 City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work
in the Engineer absence. However, the City of Fort Collins 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 City of Fort Collins' 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 City of Fort Collins 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 the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to
the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then
resolved with the City of Fort Collins 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 Flood Plain 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. (The the
City of Fort Collins, Larimer County, Colorado), 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 the City of Fort Collins 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 City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort Collins.
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 City of Fort Collins 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
Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins
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 Benchmark 19-97
At the southeast corner of West Elizabeth and Shields Street, on a concrete traffic signal base.
Elevation=5022.56
City of Fort Collins Benchmark 20-97
At the southwest corner of West Elizabeth and Constitution Avenue, on a concrete traffic signal base.
Elevation=5046.97
Basis of Bearings
The Basis of Bearing is the South line of the Southeast Quarter of the Northeast Quarter, Section 15, Township 7 North, Range 69 West of the 6th
30DVEHDULQJ1RUWK
:HVW
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 City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in
accordance with the City of Fort Collins 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 Larimer County Engineer
and/or the City of Fort Collins 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 City of Fort Collins, 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 City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows:
a. Modification to standard parkway width from LCUASS requirement of 8' to proposed parkway width of 6.5'.
b. Modification to standard easement dedication along Plum Street.
c. Modification to minimum driveway spacing between Bluebell and eastern driveway access.
CONSTRUCTION NOTES
A. Grading and Erosion Control 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 wind blown 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 (stripping, 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 clean up 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 stormwater 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.
16. For additional information see separate Stormwater Management Plan / Erosion Control Report for Scott Plaza.
B. Street Improvement 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 City of Fort Collins 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 City of Fort Collins 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 City of Fort Collins Engineer.
5. Ft. Collins only. 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 City of Fort Collins 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 M.U.T.C.D. (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 City of Fort Collins Inspector and prior to installation of asphalt.
Gutters that hold more than 1/4 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 that 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 City of Fort Collins
Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be
notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.
C. 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, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins 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. Pre-formed thermo-plastic 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 2-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 2-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.
D. Storm Drainage Notes
1. The City of Fort Collins 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).
2. All recommendations of the Final Drainage and Erosion Control Report for Scott Plaza dated January 29, 2014 by Northern Engineering shall be
followed and implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted
to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior
to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater
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.
E. Utility Notes
1. All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of
construction.
2. 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.
3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4. 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.
(970) 221-4158
Delich Associates
Joe Delich
2272 Glen Haven Drive
Loveland, Colorado 80538
(970) 669-2061
SiteWise, LLC
7000 N. Broadway
Building 3, Suite 306
Denver, Colorado 80221
(303) 650-8680
** The underground utility locates provided by SiteWise, LLC are based upon the best available information at
the time of locating. Contractor acknowledges that it is common for underground facility owner maps to have
errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the
location of all utilities prior to construction, and notify the Engineer of any discrepancies found.
Ŷ land planning Ŷ landscape architecture Ŷ
Ŷ urban design Ŷ entitlement Ŷ
VICINITY MAP
NORTH
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
BENCHMARK #1:
City of Fort Collins Benchmark 19-97
At the southeast corner of West Elizabeth and Shields Street, on a concrete traffic signal base.
Elevation=5022.56
BENCHMARK #2:
City of Fort Collins Benchmark 20-97
At the southwest corner of West Elizabeth and Constitution Avenue, on a concrete traffic signal
base.
Elevation=5046.97
Basis of Bearings
The Basis of Bearing is the South line of the Southeast Quarter of the Northeast Quarter,
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ORIGINAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: November 21, 2008
ADDITIONAL FIELD SURVEYS:
NORTHERN ENGINEERING SERVICES
DATE: December 2008; August 2011
ORIGINAL FIELD SURVEY BY:
TERRACON CONSULTANTS, INC.
GEOTECHNICAL ENGINEERING REPORT - PROPOSED STUDENT HOUSING SCOTT
AVENUE AND WEST PLUM STREET
TERRACON PROJECT NO. 20135030
DATE: SEPTEMBER 18, 2013
SUBSURFACE EXPLORATION BY:
PROJECT BENCHMARKS:
C000
C001
N O R T H E RN
N O R T H E RN
COVER SHEET
GENERAL AND CONSTRUCTION NOTES
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C000
C100 EXISTING CONDITIONS AND DEMOLITION PLAN
C200 PAVING PLAN
C300 UTILITY PLAN
C400 GRADING PLAN
C600 DRAINAGE EXHIBIT
Justin Larson, AIA, LEED AP
Vaught Frye Larson Architects
401 Mountain Avenue, Suite 100
Fort Collins, Colorado 80521
(970) 224-1191
VAUGHT FRYE LARSON architects
C301 SUBDRAINS A & B PLAN & PROFILE
C401 SUBGRADE PLAN
C500-503 CONSTRUCTION DETAILS
C601 STATIC EROSION CONTROL EXHIBIT
C602 EROSION CONTROL DETAILS