HomeMy WebLinkAboutFIRST STOP PLAZA - BASIC DEVELOPMENT REVIEW - BDR180031 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSCHERRY ST.
CONIFER STREET
HICKORY STREET
VINE DRIVE
N. COLLEGE AVE.
RIVER
REDWOOD ST.
POUDRE
C0.0
COVER SHEET
1
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
SEPTEMBER 2018
PROJECT
LOCATION
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:
CONTACT INFORMATION
PROJECT TEAM:
Cody Snowdon
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Steward & Associates
PO Box 429
Fort Collins, Colorado 80522
(970) 482-9331
CONTACT INFORMATION
PROJECT TEAM:
Ron Flak
R & L Ventures
7559 Price Court
Fort Collins, Colorado 8052
SHEET INDEX
A. GENERAL NOTES
1. All materials, workmanship, and construction of ppublic 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.
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 Preliminary Drainage Memorandum for First Stop Plaza dated September 12, 2018 by Northern Engineering
Services, Inc., 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
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W W W W W W W
SS SS
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VEGETATION - TYP. (RE:
LANDSCAPE ARCHITECT)
TREE - TYP. (RE:
LANDSCAPE ARCHITECT)
9' TYP.
17'
TYP.
19'
TYP.
9' TYP.
17' TYP.
9' TYP.
20' TYP.
9' TYP.
20' WIDE
EMERGENCY
ACCESS EASEMENT
20' WIDE
EMERGENCY
ACCESS
EASEMENT
PROPOSED BICYCLE RACK
(RE: LANDSCAPE ARCHITECT)
PROPOSED 2' WIDE
SIDEWALK CULVERT
MATCH INTO EXISTING
LIP OF GUTTER
EX. TRASH ENCLOSURE
MATCH INTO EXISTING CONCRETE
PAD FOR TRASH ENCLOSURE
SAWCUT LINE (TYP.)
EX. CONCRETE BLOCK
EX. CONCRETE RETAINING WALL
VALLEY PAN
EX. CONCRETE
VALLEY PAN
MONUMENT SIGN (RE:
LANDSCAPE ARCHITECT)
EXISTING BUILDING
1006 N. COLLEGE AVENUE
LOT 2 1ST STOP
MINOR SUBDIVISION
LOT 1 1ST STOP
MINOR SUBDIVISION
NORTH COLLEGE AVENUE
FUTURE SUNIGA DRIVE (BY CITY)
1008 N. COLLEGE AVENUE
1010 N. COLLEGE AVENUE
CROWNE AT OLD
TOWN NORTH
SUBDIVISION
938 N. COLLEGE AVENUE BROOKS MINOR SUBDIVISION
EX. SIDEWALK
PROPOSED SIDEWALK BY OTHERS
30' WIDE PROPOSED
DRIVEWAY ENTRANCE
BY OTHERS
PROPOSED SIDEWALK BY OTHERS
17'
PROPOSED SIDEWALK BY OTHERS PROPOSED SIDEWALK BY OTHERS
EXISTING SIDEWALK
EX. COLUMN (TYP.)
W
UD UD UD UD UD UD
EXISTING WATER LINE
EXISTING WATER SERVICE
EXISTING SANITARY SEWER MAIN
PROPOSED STORM SEWER BY OTHERS
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T T T T
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T
T
T
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W
W
W
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W W W W W W W
W W
W W W W W W W
SS SS
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E E E E
E E E
E
E E
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FO FO FO
SS SS
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W
W
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W W W W W W W W
FO FO
WW
EX. COLUMN (TYP.)
PROPOSED SIDEWALK BY OTHERS PROPOSED SIDEWALK BY OTHERS
PROPOSED SIDEWALK BY OTHERS
EXISTING SIDEWALK
70.08
FL
70.54
FL
71.34
FL
72.32
HP
70.35
LP
70.98
HP
70.15
FL
70.00
FL
70.99
FL
71.03
FL
T
71.12
FL
71.57
FL
71.78
HP
72.69
HP
72.17
FL
72.03
FL
71.98
FL
71.83
FL
(70.86)
(72.57)
(72.55)
(72.31)
(72.31)
(72.05)
0.5%
EXISTING BUILDING
1006 N. COLLEGE AVENUE
LOT 2 1ST STOP
MINOR SUBDIVISION
LOT 1 1ST STOP
MINOR SUBDIVISION
NORTH COLLEGE AVENUE
FUTURE SUNIGA DRIVE (BY CITY)
1008 N. COLLEGE AVENUE
1010 N. COLLEGE AVENUE
CROWNE AT OLD
PROPOSED SIDEWALK BY OTHERS PROPOSED SIDEWALK BY OTHERS
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EXISTING SIDEWALK
EX. COLUMN (TYP.)
TREE - TYP. (RE:
LANDSCAPE ARCHITECT)
PROPOSED BICYCLE RACK
(RE: LANDSCAPE ARCHITECT)
PROPOSED 2' WIDE
SIDEWALK CULVERT
MATCH INTO EXISTING
LIP OF GUTTER
EX. TRASH ENCLOSURE
MATCH INTO EXISTING CONCRETE
PAD FOR TRASH ENCLOSURE
SAWCUT LINE (TYP.)
EX. CONCRETE BLOCK
EX. CONCRETE RETAINING WALL
VALLEY PAN
EX. CONCRETE
VALLEY PAN
MONUMENT SIGN (RE:
LANDSCAPE ARCHITECT)
EXISTING BUILDING
1006 N. COLLEGE AVENUE
LOT 2 1ST STOP
MINOR SUBDIVISION
LOT 1 1ST STOP
MINOR SUBDIVISION
NORTH COLLEGE AVENUE
1008 N. COLLEGE AVENUE
1010 N. COLLEGE AVENUE
1180 N. COLLEGE AVENUE
CROWNE AT OLD
TOWN NORTH
SUBDIVISION
1108 N. COLLEGE AVENUE
EX. SIDEWALK
MONUMENT SIGN (RE:
LANDSCAPE ARCHITECT)
PROPOSED TRAFFIC
LIGHT BY OTHERS (TYP.)
2
SAWCUT LINE (TYP.)
FUTURE SUNIGA DRIVE (BY CITY)
UD UD UD UD UD UD
PROPOSED
STORM INLET
PROPOSED STORM
SEWER MANHOLE
PROPOSED
STORM SEWER
2,099 FT2
OF PERMEABLE PAVERS
PROPOSED STORM
SEWER BY OTHERS
PROPOSED STORM
SEWER MANHOLE
BY OTHERS
PROPOSED STORM
6" 1"
1 1/2"R.
1'-6"
2" R.
4-1/2"
12"
6"
OUTFALL CURB & GUTTER
1-1/2"
6"
1-1/2" TO
6" 1"
1 1/2"R.
1'-6"
2" R.
4-1/2"
12"
6"
VERTICAL CURB & GUTTER
1-1/2"
6"
1-1/2" TO
EXTEND MIN. 6" INTO SUBGRADE
8"
VARIES
(REFER TO
STORM DRAIN
PLAN)
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.
6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW)
2" MIN
Ø .375" MAX
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.
TOP 12" TO BE SOLID, WITHOUT PERFORATIONS
12" SOLID
TOP
NO PERFORATIONS
WITHIN 1" OF ADAPTORS
OPEN BOTTOM
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.
8" MIN. THICKNESS GUIDELINE
12" MIN WIDTH GUIDELINE
Sheet
1ST STOP PLAZA 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
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
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C6.1
CONSTRUCTION DETAILS
9
Max. Sign Panel
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
3" - 6" ABOVE GRADE
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).
Anchor/Stub Post Size
CRITERIA FOR SINGLE POST
36" x 36" 2.25" x 2.25" x 3'-0"2" x 2" x 12'-0"
5. All "No Parking" signs shall be installed at 45° from Flow Line.
* *
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)
7'-0" MIN. CLEARANCE
2' - 3'
FROM F
Street Curb
See Figure 16-1
SWSAMPLEAVE
2400
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
Sheet
1ST STOP PLAZA 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
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 10
C6.2
CONSTRUCTION DETAILS
10
C201 WATER MAIN BEDDING C202 FIRE HYDRANT
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2" 100
1-1/2" 90-100
1" 20-55
3/4" 0-15
3/8" 0-5
MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR
CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,
ALL SIDES
RS
VTC
CWA
ROCK SOCK DETAIL CONCRETE WASHOUT AREA VEHICLE TRACKING CONTROL PAD
ROCK SOCK SECTION ROCK SOCK PLAN
ROCK SOCK JOINTING
C207 CURB INLET PROTECTION
C204 C205 C206
SF
C203 SILT FENCE
2 EACH 8" BLADES
MOUNTED TO POST
WITH 4 EACH DRIVE
RIVETS WITH
NYLON WASHERS
* 12 Gauge
30" 8" 8"
C101 TYPICAL SIGN POST
o
A A
B
B
A A
C104 STORM SEWER BEDDING
C102 WATER THRUST BLOCKS C103 COMBINATION STORM INLET
C105 STORM SEWER MANHOLE C106 MANHOLE CHANNELS
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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.
DIMENSIONS FOR SLOTTED
WRAP ENTIRE AREA WITH
NON-WOVEN GEOTEXTILE FABRIC
WRAP ENTIRE AREA WITH
NON-WOVEN GEOTEXTILE
FABRIC
INSTALL ROW
WITH PERPENDICULAR
OR PARALLEL
SOLDIER COURSE INSTALL ROW
WITH PERPENDICULAR
OR PARALLEL
SOLDIER COURSE
1. CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND THE CITY OF FORT COLLINS
STORMWATER UTILITY A MINIMUM OF ONE WEEK IN ADVANCE SO AS TO ALLOW FOR FIELD
OBSERVATION AND DOCUMENTATION OF THE FOLLOWING STORMWATER ITEMS IN THE
PERMEABLE PAVER PARKING LOT:
- COMPACTION OF SUBGRADE
- INSTALLATION OF GEOTEXTILE FABRIC
- INSTALLATION OF UNDERDRAIN
- PLACEMENT AND COMPACTION OF SUB-BASE MATERIAL
- INSTALLATION OF EDGE RESTRAINT(S)
- PLACEMENT AND COMPACTION OF BASE MATERIAL
- PLACEMENT OF SETTING BED
- PLACEMENT OF UNIT PAVERS
- PLACEMENT AND SWEEPING OF JOINT FILLER
2. EDGE RESTRAINTS AND CURBS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR OR THE
EARTHWORK CONTRACTOR PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC AND SUB-BASE.
3. INSTALLATION OF PERMEABLE INTERLOCKING CONCRETE PAVEMENT (PICP) SYSTEM SHALL
FOLLOW THE GUIDELINES OF ICPI TECH SPEC NO. 18 AND FULL ICPI SPECIFICATIONS. WORK
SHALL BE PERFORMED BY A QUALIFIED CONTRACTOR. QUALIFIED CONTRACTOR SHALL MEAN
AN ICPI 'CERTIFIED PAVER INSTALLER' HOLDING A CURRENT PICP SPECIALIST DESIGNATION.
4. GENERAL CONTRACTOR SHALL CONVENE A PRE-CONSTRUCTION MEETING TO ENSURE THAT
ALL SUBCONTRACTORS HAVE AN UNDERSTANDING OF HOW THE PICP SYSTEM IS INTENDED
TO FUNCTION. CONTRACTOR SHOULD DISCUSS THE PROPOSED SEQUENCE OF
CONSTRUCTION AND IDENTIFY ACTIVITIES THAT MAY REQUIRE PROTECTION OF THE
PERMEABLE PAVEMENT SYSTEM.
5. EXCAVATION OF SUBGRADE SHALL NOT COMMENCE UNTIL AFTER THE PRE-CONSTRUCTION
MEETING. PRIOR TO PLACING THE SUB-BASE AGGREGATE, THE UPPER 12 INCHES OF THE
SUBGRADE MATERIALS AT THE BASE OF THE SUB-EXCAVATION SHOULD BE SCARIFIED,
MOISTURE CONDITIONED, AND RECOMPACTED TO AT LEAST 95% OF THE STANDARD
PROCTOR MAXIMUM DRY DENSITY AT MOISTURE CONTENTS WITHIN 0 TO 3 PERCENTAGE
POINTS ABOVE OPTIMUM. THE GEOTECHNICAL ENGINEER SHALL OBSERVE SUBGRADE
PREPARATION AND PROVIDE APPLICABLE TESTING AND REPORTING.
6. THE CONTRACTOR SHOULD PROVIDE SLACK IN GEOTEXTILE FABRIC TO ENSURE PROPER
INSTALLATION AND AGGREGATE PLACEMENT WITHOUT DAMAGE. PROVIDE SUFFICIENT
SLACK SO THE FABRIC IS NOT TORN WHEN ROCK IS PLACED. IF TEARS ARE SEEN OR
DISCOVERED, REPAIR THEM AS RECOMMENDED BY MANUFACTURER WITH NO LESS THAN 18
INCHES OF OVERLAP ON ALL SIDES OF THE TEAR.
7. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION,
PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE
PERMEABLE PAVEMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE
PERMEABLE PAVEMENT AREA. MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY
FROM THE PAVEMENT AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT
CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO
THE PAVEMENT. SURFACE PROTECTION COULD INCLUDE COVERING AREAS OF THE
PAVEMENT, PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS, AND PROVIDING
EDUCATION TO ALL PARTIES WORKING ONSITE.
8. ALL CUT PAVERS USED MUST BE AT LEAST 40% OF THEIR FULL, UNCUT SIZE.
9. THE CONTRACTOR SHOULD CONSIDER PLACING THE WEARING COURSE AFTER FINE GRADING
AND LANDSCAPING IN ADJACENT AREAS IS COMPLETE. IF THE WEARING COURSE BECOMES
CLOGGED DUE TO CONSTRUCTION ACTIVITIES, CLEAN THE SURFACE WITH A VACUUM
MACHINE TO RESTORE THE INFILTRATION RATE AFTER CONSTRUCTION IS COMPLETE.
10. BASE BID PAVERS SHALL BE ECO PRIORA BY PAVESTONE IN THE NREL BLEND (PEWTER), TO
BE CONFIRMED BY THE OWNER AND ARCHITECT. DEFAULT LAYING PATTERN SHALL BE 45°
HERRINGBONE WITH AN UNCUT SAILOR OR SOLDIER COURSE ALONG THE ENTIRE PERIMETER.
CONFIRM PAVER TYPE, COLOR, AND PATTERN WITH OWNER AND LANDSCAPE ARCHITECT
PRIOR TO PURCHASING. CONTRACTOR SHALL PROVIDE ALTERNATE PRICING TO DELINEATE
PARKING STALL STRIPING IN THE FORM OF UNIT PAVERS OF A CONTRASTING COLOR (E.G.,
'PEWTER').
11. CONTRACTOR SHALL PROVIDE A 2% TO 3% OVERSTOCK OF UNCUT PAVERS TO THE OWNER
FOR USE IN FUTURE REPAIRS AND REPLACEMENT.
12. SUBGRADE SHALL SLOPE A MINIMUM OF 2% TOWARDS SUBDRAIN SYSTEM.
PAVER SECTION WITH UNDERDRAIN
OUTFALL CURB
AND GUTTER
0.5% MIN.
SLOPE TOWARD
UNDERDRAIN
0.5% MIN.
CONCRETE EDGE RESTRAINT (SEE DETAIL)
30-mil PVC GEOMEMBRANE
WITH CDOT CLASS B GEOTEXTILE SEPARATOR
ABOVE AND BELOW PVC LINER ON ALL SIDES.
6" PVC UNDERDRAIN WITH SLOPE
AT MIN. 0.5% (LOCATION VARIES,
SEE PLANS).
CONCRETE/ASPHALT
CONTINUED FROM
PARKING LOT
COMPACTED SUBGRADE
COMPACTED SUBGRADE
PAVESTONE W/ NO. 8 OR
NO. 89 JOINT FILLER
PAVESTONE W/ NO. 8 OR
NO. 89 JOINT FILLER
Sheet
1ST STOP PLAZA 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
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 10
C6.0
CONSTRUCTION DETAILS
8
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
or equivalent. (typical both sides)
With curb walk, cover plate extends
from property line to top of walk face.
6" VERTICAL CURB, GUTTER, AND SIDEWALK
SECTION A-A (2 VIEWS)
COMBINATION CURB, GUTTER, AND SIDEWALK
center, Nelson Standard Anchor
3" #4 Bar Welded at 12" on
L = 1 1/4" x 1 1/4" x 1/4"
5/8" Rolled Steel Tread Plate
SECTION C-C
1.0' (minimum)
approved by the Engineer.
Right of Way line to flow line unless
2. Chase and cover plate run from
1. Length of steel plate varies.
Notes:
Dimension Variable
(diamond pattern)
5/8" Rolled Steel Tread Plate
4'-0" or as Directed
Retaining Screws at
Top of Curb
C B
A
C B
PLAN VIEW
A
Street
10 3/8" SECTION B-B
6"
1 1/4"
Attached
Ft. Collins only
Detached Sidewalk
finish 12" on center
Screw Brass or Electro-galv.
1/2" x 1" Flat Head Mach.
threaded to receive screw.
Angle iron to be drilled and
screw to extend into the
Concrete to be drilled to allow
Lip of Gutter
concrete
(typical both sides).
(typical both sides)
F L
Sidewalk
X (Varies, See Plans
Xmax=2.0')
d (Varies,
See Plans)
Driveway
Driveway Sidewalk
SECTION A-A
Detached Sidewalk
Attached Sidewalk
Detached Attached
All Sidewalk Thickness Shall Be 6" minimum.
Sidewalk
NOTE:
1. Sidewalk grade shall remain consistent across driveway
2. For driveway design requirements, CONST. see DWG. Series 706 & 707
3. This detail applies to Residential & Commercial driveways.
6"
2'-0" 6'-0"
T.C.
F.L.
Lip
1/2" Expansion
Joint Material
1/2" Expansion
Joint Material
8" Commercial
6" Residential
A
A
Sidewalk
Min.
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"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
Slope sidewalk to curb 1/4" per foot.
2' min.
Slope: Minumum
1
4"/ft
Maximum 3"/ft
C001 TYPICAL SIDEWALK CULVERT C002 STANDARD SIDEWALK
C004 TYPICAL HANDICAP PARKING
C008 PERMEABLE PAVER SECTION WITH UNDERDRAIN C009 PRIVATE CURB & GUTTER C010
PERMEABLE PAVER
EDGE RESTRAINT
VAN-
ACCESSIBLE
PARKING
MIN. MIN. 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.
8'
5'
8' 8'
8'
8'
11'
5'
11' 11'
5'
RESERVED RESERVED
PARKING
RESERVED
PARKING
R7-8
R7-8
R7-8
C003 SIDEWALK DETAIL
C006 DIMENSIONS FOR HDPE SLOTTED PIPE
C007 TYPICAL MONITORING WELL
C005 TYPICAL SAWCUT
INLET BY OTHERS
3.21 ac.
B
B
Sheet
1ST STOP PLAZA 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
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 10
PROPOSED CONCRETE FLATWORK
PROPOSED INFLOW CURB & GUTTER
PROPOSED 8' CURB AND GUTTER TRANSITION
C5.0
DRAINAGE PLAN
7
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
LEGEND:
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING EASEMENTS
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. REFER TO THE "PRELIMINARY DRAINAGE MEMORANDUM FOR FIRST STOP PLAZA" BY
NORTHERN ENGINEERING, DATED SEPTEMBER 12, 2018 FOR ADDITIONAL
INFORMATION.
PROPOSED OUTFALL CURB & GUTTER
T
PROPOSED INFRASTRUCTURE BY OTHERS
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED PERMEABLE PAVERS
A
DRAINAGE BASIN LABEL
BASIN
DESIGNATION
BASIN
AREA (AC)
DRAINAGE BASIN BOUNDARY
B2
1.45 ac
DESIGN POINT
FLOW ARROWS
PROPOSED STORM SEWER
PROPOSED UNDERDRAIN UD
TOWN NORTH
SUBDIVISION
938 N. COLLEGE AVENUE BROOKS MINOR SUBDIVISION
EX. SIDEWALK
0.5%
2.0%
1.0%
0.5%
0.5%
0.7% 0.7%
0.6%
0.6%
0.6%
2.0%
71.55
FL
0.7%
71.84
FL
70.94
FL
69.76
FL
70.19
FL
70.36
FL
70.66
FL
71.35
FL
0.5% 0.5%
0.5%
2.0%
1.0%
72.47
FL
72.26
FL
2.5%
2.0%
2.0%
(71.93)
(71.64)
(71.00)
(71.05)
(71.00)
(70.89)
(70.33)
(69.99)
2.6%
1.4%
2.2%
2.5%
2.2%
2.3%
2.9%
2.3%
2.5%
3.0%
2.1%
2.1%
2.7%
2.0%
3.7%
3.0%
2.0%
2.1%
2.1%
3.6%
4.1%
3.6%
6.1%
4:1
4:1
5:1
4:1
5:1
4:1
4:1
4:1
9:1
4:1
UD UD UD UD UD UD
69.76
FL
70.66
FL
0.6%
VEGETATION - TYP. (RE:
LANDSCAPE ARCHITECT)
TREE - TYP. (RE:
LANDSCAPE ARCHITECT)
PROPOSED BICYCLE RACK
(RE: LANDSCAPE ARCHITECT)
PROPOSED 2' WIDE
SIDEWALK CULVERT
MATCH INTO EXISTING
LIP OF GUTTER
EX. TRASH ENCLOSURE
MATCH INTO EXISTING CONCRETE
PAD FOR TRASH ENCLOSURE
SAWCUT LINE (TYP.)
EX. CONCRETE BLOCK
EX. CONCRETE RETAINING WALL
VALLEY PAN
EX. CONCRETE
VALLEY PAN
MONUMENT SIGN (RE:
LANDSCAPE ARCHITECT)
MONUMENT SIGN (RE:
LANDSCAPE ARCHITECT)
PROPOSED TRAFFIC
LIGHT BY OTHERS (TYP.)
1
1
3
3
1
2
SAWCUT LINE (TYP.)
2
2
2
PROPOSED STORM
SEWER BY OTHERS
PROPOSED STORM
SEWER MANHOLE
BY OTHERS
PROPOSED STORM
INLET BY OTHERS
PROPOSED STORM
SEWER MANHOLE
PROPOSED
STORM SEWER
2,099 FT2
OF PERMEABLE PAVERS
1.5%
EXISTING TYPE-R INLET
69.45
LP
PROPOSED
STORM INLET
RS SF
RS
RS RS
RS
RS
IP
IP
IP
RS
SF
SF SF
SF
SF SF SF SF SF
SF SF SF SF SF SF SF SF SF
SF SF
SF SF
SF
SF
MONITORING
WELL (TYP.)
T
T
Sheet
1ST STOP PLAZA 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
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 10
PROPOSED CONCRETE FLATWORK
PROPOSED INFLOW CURB & GUTTER
PROPOSED INFRASTRUCTURE BY OTHERS
PROPOSED 8' CURB AND GUTTER TRANSITION
C4.0
GRADING & EROSION CONTROL PLAN
6
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
LEGEND:
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
1 MATCH INTO PROPOSED ENTRANCE BY OTHERS
2 MATCH INTO EXISTING CURB AND GUTTER
3 PRESERVE AND PROTECT EXISTING TREE
KEY NOTES:
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING EASEMENTS
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 FLOWLINE, EDGE OF PAVEMENT, OR EDGE OF WALK
UNLESS NOTED OTHERWISE.
3. ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE
PLANS.
4. ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS SHALL BE
PLACED SUCH THAT THE TOP OF SOIL IS AT THE SAME ELEVATION AS ADJACENT
SIDEWALK TO ALLOW FOR PROPER DRAINAGE.ALL DIMENSIONS AND LINE AND CURVE
INFORMATION ARE MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
5. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
7. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY
ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT.
8. STORM SEWER MAINS SHOWN ON THESE DRAWINGS ARE HIGH DENSITY
POLYETHYLENE (HDPE) AND SHALL BE WATERTIGHT ADS N-12 OR APPROVED EQUAL.
STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE
PIPE (RCP) SHALL BE CLASS III RCP.
9. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT
PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY
CONSTRUCTION ACTIVITIES.
10. ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
PROPOSED OUTFALL CURB & GUTTER
T
PROPOSED SPOT ELEVATION 77.71
HP - HIGH POINT
LP - LOW POINT
TC - TOP OF CONCRETE
FL - FLOWLINE OF CURB
TBC - TOP BACK OF CURB
TW - TOP OF WALL
BW - BOTTOM OF WALL
GRD - GROUND ELEVATION AT
EXTERIOR WALL, DOOR, OR RAISED
PLATFORM
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM SEWER
PROPOSED STORM INLET
(77.90)
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED PERMEABLE PAVERS
TEMPORARY BMP'S
INLET PROTECTION
ROCK SOCK RS
IP
SILT FENCE SF
FO
FO
FO FO
FO
FO FO
W
W
W
E
E
E E
E
E
E
E
E E
E
E E E
E
E E
E
E
E
E E
E
E
E
E E
E
E
FO
FO FO FO
FO FO
FO FO
FO
FO
FO FO FO FO FO FO
E
E E E E
E
E
E
E E
E
E E E E
FO
FO FO FO
FO
FO
FO FO FO
W
W
W
W W
W
W
W W W W
W W W W W
W
W
W
W W W W W W
W
W
W
W
W
W
W W
W W W
W
W
W
W W W W
W
W
W
W
W W W W
W
W
W
E
E
E
E
E
E
E
E
SS
SS SS SS
SS
SS
SS SS
SS
SS
OHE
EXISTING BUILDING
1006 N. COLLEGE AVENUE
LOT 2 1ST STOP
MINOR SUBDIVISION
LOT 1 1ST STOP
MINOR SUBDIVISION
NORTH COLLEGE AVENUE
FUTURE SUNIGA DRIVE (BY CITY)
1008 N. COLLEGE AVENUE
1010 N. COLLEGE AVENUE
CROWNE AT OLD
TOWN NORTH
SUBDIVISION
938 N. COLLEGE AVENUE BROOKS MINOR SUBDIVISION
EX. SIDEWALK
VEGETATION - TYP. (RE:
LANDSCAPE ARCHITECT)
TREE - TYP. (RE:
LANDSCAPE ARCHITECT)
EX. TRASH ENCLOSURE
EX. CONCRETE BLOCK
EX. CONCRETE RETAINING WALL
VALLEY PAN
EX. CONCRETE
VALLEY PAN
MONUMENT SIGN (RE:
LANDSCAPE ARCHITECT)
MONUMENT SIGN (RE:
LANDSCAPE ARCHITECT)
PROPOSED TRAFFIC
LIGHT BY OTHERS (TYP.)
1
3
SAWCUT LINE (TYP.)
RELOCATED FIRE HYDRANT
REMOVE ELBOW AND
CONNECT INTO EXISTING
HYDRANT SERVICE
PROPOSED
STORM INLET
PROPOSED
STORM SEWER
PROPOSED STORM
SEWER VMANHOLE
PROPOSED STORM SEWER
MANHOLE BY OTHERS
PROPOSED STORM
INLET BY OTHERS
EXISTING SANITARY
SEWER MANHOLE
EXISTING SANITARY
SEWER MANHOLE
PROPOSED SIDEWALK
BY OTHERS
EXISTING
TYPE-R INLET
EXISTING
STREET LIGHT
EX. UNDERGROUND
ELECTRIC BOXES
EXISTING
MONUMENT SIGN
EXISTING TREE
EXISTING
IRRIGATION BOXES
EX. UNDERGROUND
FIBER OPTIC BOX
1
PRESERVE & PROTECT 2
EXISTING TREES 4
4
EXISTING WATER SERVICE
TO 1ST STOP PLAZA LOT 1
PROPOSED 45° BEND
WITH THRUST BLOCK
MONITORING
WELL (TYP.)
Sheet
1ST STOP PLAZA 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
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 10
PROPOSED CONCRETE FLATWORK
PROPOSED INFLOW CURB & GUTTER
PROPOSED INFRASTRUCTURE BY OTHERS
PROPOSED 8' CURB AND GUTTER TRANSITION
C3.0
UTILITY PLAN
5
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
LEGEND:
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
1 PRESERVE AND PROTECT EXISTING ELECTRIC VAULT
2 PRESERVE AND PROTECT EXISTING TELEPHONE PEDESTAL
3 PRESERVE AND PROTECT EXISTING WATER METER
KEY NOTES:
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING EASEMENTS
NOTES:
PROPOSED OUTFALL CURB & GUTTER
T
4 PRESERVE AND PROTECT EXISTING LIGHT
EXISTING ELECTRIC E
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
CONTROL
IRR
W
EXISTING FIBER OPTIC FO
W
PROPOSED STORM SEWER
PROPOSED WATER
PROPOSED FIRE HYDRANT
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. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
3. 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.
4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL
BE 5.5'.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER & WATER MAINS & SERVICES.
6. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
7. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC.
8. ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS
WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR
REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
9. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT
PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION
ACTIVITIES.
PROPOSED STORM INLET
PROPOSED UNDERDRAIN UD
TYP.
9'
TYP.
22' WIDE
DRIVEWAY
14' WIDE
DRIVEWAY
24.4' WIDE
DRIVEWAY
27' WIDE
DRIVEWAY
MONUMENT SIGN (RE:
LANDSCAPE ARCHITECT)
PROPOSED SIDEWALK BY OTHERS
27' WIDE PROPOSED
DRIVEWAY ENTRANCE
BY OTHERS
PROPOSED TRAFFIC
LIGHT BY OTHERS (TYP.)
T
1
1
2
3
3
2
1
2
2
EXISTING SIDEWALK
EX. COLUMN (TYP.)
SAWCUT LINE (TYP.)
2,099 FT2
OF PERMEABLE PAVERS
T T
Sheet
1ST STOP PLAZA 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
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 10
PROPOSED CONCRETE FLATWORK
PROPOSED INFLOW CURB & GUTTER
PROPOSED PERMEABLE PAVERS
PROPOSED 8' CURB AND GUTTER TRANSITION
C2.0
HORIZONTAL CONTROL PLAN
4
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
LEGEND:
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
1 MATCH INTO PROPOSED ENTRANCE BY OTHERS
2 PRESERVE AND PROTECT EXISTING CURB AND GUTTER
3 PRESERVE AND PROTECT EXISTING TREE
KEY NOTES:
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING EASEMENTS
NOTES:
1. ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB
FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
2. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
3. CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE LANDSCAPE DRAWINGS
FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS MONUMENT SIGNS, BIKE RACKS,
LANDSCAPE ROCK, MULCH, VEGETATION 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. ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS
OR AS OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2)
6. THE CONTRACTOR INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND
PROTECTING ALL UNDERGROUND UTILITIES. SPECIAL CARE SHALL BE TAKEN IN SIGN
LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
7. CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS NOTED
OTHERWISE.
8. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT
PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY
CONSTRUCTION ACTIVITIES.
9. ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
PROPOSED OUTFALL CURB & GUTTER
T
PROPOSED INFRASTRUCTURE BY OTHERS
E
E
E E
E
E
E
E
E E
E
E E E
E
E E
E
E
E
E E
E
E
E
E E
E
E
FO
FO FO FO
FO FO
FO FO
FO
FO
FO FO FO FO FO FO
E
E E E E
E
E
E
E E
E
E E E E
FO
FO FO FO
FO
FO
FO FO FO
W
W
W
W W
W
W
W W W W
W W W W W
W
W
W
W W W W W W
W
W
W
W
W
W
W W
W W W
W
W
W
W W W W
W
W
W
W
W W W W
W
W
W
E
E
E
E
E
E
E
E
SS
SS SS SS
SS
SS
SS SS
SS
SS
OHE
20' DRAINAGE EASEMENT
(RECEPTION NO. 94063870
EXCEPTION NO. 12)
EXISTING BUILDING
1006 N. COLLEGE AVENUE
LOT 2 1ST STOP
MINOR SUBDIVISION
LOT 1 1ST STOP
MINOR SUBDIVISION
EXISTING TRANSFORMER
EXISTING 2' WIDE
CONCRETE PAN
EXISTING ELECTRIC
PANEL & SERVICE
EX. GAS
SERVICE
UTILITY EASEMENT
(WIDTH VARIES)
UTILITY EASEMENT
(WIDTH VARIES)
30' EMERGENCY
ACCESS EASEMENT
PRESERVE & PROTECT EX.
BLOCK RETAINING WALL
EXISTING TRASH ENCLOSURE
EXISTING SANITARY
SEWER CLEANOUT
COMMON AREA
EASEMENT (RECEPTION
EX. COLUMN (TYP.) NO. 20140011145)
5' DRAINAGE EASEMENT
20' EMERGENCY
ACCESS EASEMENT
DRAINAGE EASEMENT
(WIDTH VARIES)
5' DRAINAGE EASEMENT
(RECEPTION NO. 94063869
EXCEPTION NO. 11)
DRAINAGE EASEMENT
(WIDTH VARIES)
30' EMERGENCY
ACCESS EASEMENT
15' UTILITY
EASEMENT
10' UTILITY EASEMENT
79' UTILITY, DRAINAGE,
& ACCESS EASEMENT
EX. 2' WIDE CONCRETE
PAN TO BE REMOVED
EXISTING MONUMENT
SIGN TO BE RELOCATED
NORTH COLLEGE AVENUE
FUTURE SUNIGA DRIVE (BY CITY)
DRAINAGE EASEMENT
(WIDTH VARIES)
1008 N. COLLEGE AVENUE
1010 N. COLLEGE AVENUE
CROWNE AT OLD
TOWN NORTH
SUBDIVISION
938 N. COLLEGE AVENUE BROOKS MINOR SUBDIVISION
EX. SIDEWALK
EX. SIDEWALK
EX. SIDEWALK
EX. SIDEWALK EX. SIDEWALK
EX. RAMP
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PRESERVE & PROTECT
EXISTING TREE
PRESERVE & PROTECT
EXISTING CURB & GUTTER
PRESERVE & PROTECT
EXISTING LIGHT
REMOVE PARKING LOT
STRIPING (TYP.)
REMOVE PARKING LOT
STRIPING (TYP.)
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PRESERVE & PROTECT
EXISTING CURB & GUTTER
PRESERVE & PROTECT EX. TELEPHONE
PRESERVE & PROTECT PEDESTAL & ELECTRIC VAULT
EXISTING LIGHT
PRESERVE & PROTECT
EXISTING TREE
PRESERVE & PROTECT
EXISTING WATER METER
REMOVE EXISTING
CURB & GUTTER
REMOVE EXISTING
BOLLARDS (TYP.)
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REMOVE EX. BLOCK
RETAINING WALL
PRESERVE & PROTECT
EXISTING CURB & GUTTER
REMOVE EXISTING
CURB & GUTTER
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SAWCUT ASPHALT TO
PROVIDE CLEAN EDGE
REMOVE EX.
VALLEY PAN
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CONTRACTOR TO RELOCATE
EXISTING FIRE HYDRANT
SAWCUT LINE (TYP.)
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REMOVE FIRE SERVICE
BACK TO HORIZONTAL BEND
EXISTING
TYPE-R INLET
EXISTING
STREET LIGHT
EX. UNDERGROUND
ELECTRIC BOXES
EXISTING
MONUMENT SIGN
EXISTING TREE
EXISTING
IRRIGATION BOXES
EX. UNDERGROUND
FIBER OPTIC BOX
PRESERVE & PROTECT
EX. ELECTRIC VAULT
Sheet
1ST STOP PLAZA 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
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 10
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF
FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT
WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL
ROAD AND CAN BE REACHED AT (970) 482-1249.
7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY
ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED
OF ANY POTENTIAL CONFLICTS.
10. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND
OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT
ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS.
IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
11. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY
CONSTRUCTION ITEMS.
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
CONTROL
IRR
W
EXISTING TREES (TO BE REMOVED)
C1.0
& DEMOLITION PLAN
EXISTING CONDITIONS
3
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
CONCRETE (TO BE REMOVED)
ASPHALT (TO BE REMOVED)
DEMOLITION BY OTHERS
REMOVE EXISTING INFRASTRUCTURE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
REMOVE EXISTING BOLLARD
EXISTING FIBER OPTIC FO
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's 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 Larimer County.
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:
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark 1-00: On a catch basin at the southeast corner of Vine Drive and College Avenue.
Elevation: 4968.74
City of Fort Collins Benchmark Z-401: At the junction of East Vine Drive and Linden Street, in the south edge of a highline tower footing,
14.2 m (46.6 ft) north of the centerline of East vine Drive, 10.3 m (33.8 ft) west of the extended centerline of Linden Street, and 0.3 m (1.0
ft) north of the south edge of the footing. Note - the footing is 96 inches in diameter, 33 feet deep and set into 11 feet of bedrock. The
mark is 0.6 m above the drive.
Elevation: 4962.74
Please note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their
vertical datum.
If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.17
Basis of Bearings
The Basis of Bearings is the West line of Lots 1 and 2 of First Stop Plaza Minor Subdivision as bearing North 00°00'00" East (assumed
bearing).
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: N.A.
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.
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 Preliminary Drainage and Erosion Control Report for Hansen Property dated September 7, 2018 by Northern
Engineering Services, Inc., 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 construction shall conform to the Fort Collins-Loveland Water District Standard Construction Specifications current at the date
of construction.
2. All sanitary sewer construction shall conform to the South Fort Collins Sanitation District Standard Construction Specifications current at the
date of construction.
3. The contractor shall maintain a minimum of 10 feet of horizontal separation and 18 inches of vertical separation between all sewer and
water lines.
4. Minimum depth of cover over water mains shall be 5.0 feet and maximum cover shall be 6.0 feet.
5. Manhole rim elevations are to be adjusted to 1/4" below finished grade. If necessary, cone sections shall be rotated to prevent lids being
located within bicycle or vehicle wheel paths.
6. The size, type and location of all known underground utilities are approximate when shown on these drawings. It shall be the responsibility
of the contractor to verify the existence of all underground utilities in the area of the work. Before commencing new construction, the
contractor shall be responsible for locating all underground utilities and shall be responsible for all unknown underground utilities.
7. All water fittings and valves are only graphically represented and are not to scale.
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Sheet
1ST STOP PLAZA 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
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 10
C0.1
GENERAL CONSTRUCTION NOTES
2
ENGINEER ING
N O R T H E RN
UTILITY CONTACT LIST: *
UTILITY COMPANY PHONE NUMBER
1 C0.0 COVER SHEET
2 C0.1 GENERAL CONSTRUCTION NOTES
3 C1.0 EXISTING CONDITIONS & DEMOLITION PLAN
4 C2.0 HORIZONTAL CONTROL PLAN
5 C3.0 UTILITY PLAN
6 C4.0 GRADING & EROSION CONTROL PLAN
7 C5.0 DRAINAGE PLAN
8 C6.0 CONSTRUCTION DETAILS
9 C6.1 CONSTRUCTION DETAILS
10 C6.2 CONSTRUCTION DETAILS
A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP 7 NORTH, RANGE 69 WEST OF
THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
1ST STOP PLAZA
PRELIMINARY UTILITY PLANS FOR
OWNER/APPLICANT
SITE ENGINEER
SURVEYOR
GAS----------------- Xcel Energy-----------------------------------Stephanie Rich (970) 225-7857
ELECTRIC-------- City of Fort Collins Light & Power------- Luke Unruh (970) 416-2724
CABLE------------- Comcast--------------------------------------- Don Kapperman (970) 567-0245
TELECOM.--------CenturyLink Local Network--------------- William Johnson (970) 377-6401
WATER------------ Fort Collins-Loveland Water District---- Terry Farrill (970) 226-3104
WASTEWATER- South Fort Collins Sanitation District--- Terry Farrill (970) 226-3104
STORMWATER- City of Fort Collins Utilities---------------- Heather McDowell (970) 224-6065
* 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.
Stephanie Hansen
Ripley Design, Inc.
419 Canyon Avenue, Suite 200
Fort Collins, Colorado 80521
(970) 498-2977
PLANNER/
LANDSCAPE ARCHITECT
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark 1-00: On a catch basin at the southeast corner
of Vine Drive and College Avenue.
Elevation: 4968.74
City of Fort Collins Benchmark Z-401: At the junction of East Vine Drive and
Linden Street, in the south edge of a highline tower footing, 14.2 m (46.6 ft)
north of the centerline of East vine Drive, 10.3 m (33.8 ft) west of the extended
centerline of Linden Street, and 0.3 m (1.0 ft) north of the south edge of the
footing. Note - the footing is 96 inches in diameter, 33 feet deep and set into 11
feet of bedrock. The mark is 0.6 m above the drive.
Elevation: 4962.74
Please note: This plan set is using NAVD88 for a vertical datum. Surrounding
developments have used NGVD29 Unadjusted for their vertical datum.
If NGVD29 Unadjusted datum is required for any purpose, the following
equation should be used: NGVD29 Unadjusted = NAVD88 - 3.17
Basis of Bearings
The Basis of Bearings is the West line of Lots 1 and 2 of First Stop Plaza Minor
Subdivision as bearing North 00°00'00" East (assumed bearing).
PROJECT BENCHMARKS:
Sheet
1ST STOP PLAZA 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
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
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